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Application MaterialsApplicant name:MICHAEL SALISBURY, LKV ARCHITECTS Phone: Applicant address:2400 E. RIVERWALK DRIVE, BOISE, ID 83706 Email:michael@lkvarchitects.com Owner name:DARYL ZACHMAN, CALVARY CHAPEL TREASURE VALLEY Phone:Fax: Owner address:9226 W. BARNES DR., BOISE, ID 83709 Email:daryl@calvarytv.org Administrative Applicant Information Type of Review Requested File number:A-2021-0109 Assigned Planner:Joseph Dodson Related Files: Subject Property Information Location/street address: Assessor's parcel number(s):S1404212450 Township, range, section:2N1E4 Agent name (e.g. architect, engineer, developer, representative):WAYNE THOWLESS Firm name:LKV ARCHITECTS Phone:Fax: Address:2400 EAST RIVERWALK DR.Email:Wayne@lkvarchitects.com Contact name:Phone:Fax: Contact address:Email: Project/Application Name:Calvary Chapel Treasure Valley - DES, CZC Description of Work: CZC & Design Review for Phase 1 site improvements including a new 24,872 square foot, single-story (35' WDOOIDoDGHHOHPHQWVDORQJ8VWLFNFKXUFKEXLOGLQJZLWKDVHDWVDQFWXDU\SDUNLQJVSDFHVSDWLRDQG outdoor amphitheater, and associated landscaping on 6.5 acres of land in the R-15 zoning district. Project Description Planning Division ADMINISTRATIVE APPLICATION 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 1 APPLICATION TYPES Is this application exempt from fees?:No Certificate of Zoning Compliance - CZC:CHECKED Does project have prior approval?:Yes Does your project contain new construction and/or modifications to an existing building or the site?: Yes Design Review - DES:CHECKED ADDRESS VERIFICATION Address Verification Permit Number:LDAV-2021-0384 TYPE OF USE PROPOSED Other Type of Use Proposed:Church PUBLIC WORKS INFRASTRUCTURE Does this project require the extension of public infrastructure?:No PROPERTY INFORMATION General Location:Poiema subdivision Current Land Use:Vacant Total Acreage:8.398 Prior Approvals (File Numbers):H-2020-0035 (AZ,PP); H-2020-0095 (CUP) ZONING DISTRICT(S) R-15:CHECKED PROJECT INFORMATION Site Plan Date (MM/DD/YYYY):5/28/2021 Landscape Plan Date (MM/DD/YYYY):3 /19/2021 Elevations Date (MM/DD/YYYY):5/28/2021 Percentage of Site Devoted to Building:8.8 Percentage of Site Devoted to Landscaping:35.7 Percentage of Site Devoted to Paving:55.5 Who will own and Maintain the Pressurized Irrigation System in this Development:Poiema Subdivision HOA Irrigation District:New York Irrigation District Primary Irrigation Source:Pressurized Irrigation Secondary Irrigation Source:City Water Square Footage of Landscaped Areas to be Irrigated by City Water Connection:56,000 Proposed Building Height:35' T.O. Wing Wall 27' T.O. Roof Existing Floor Area (If Applicable):N/A Gross Floor Area Proposed:24,872 Number of Standard Parking Spaces Provided:153 Number of Compact Parking Spaces Provided:0 Number of Employees:10 Application Information 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 2 Number of Residential Units:0 Minimum Square Footage of Living Area (Excluding Garage):N/A Gross Density:N/A Net Density:N/A In Reclaimed Water Buffer:No TIME EXTENSION INFORMATION Number of months extension:24 APPLICATION DISCLAIMER I have read and accept the above terms:CHECKED Your signature:michael salisbury 33 E Broadway Avenue, Suite 102ƔMeridian, Idaho 83642 Phone: (208)884-5533ƔFacsimile: (208) 888-6854ƔWebsite: www.meridaincity.org 3 6/3/2021Map Scale: Legend 0.13 Miles 7,081.44 Railroad Roads (4,000 - 8,000 scale) <all other values> Interstate Ramp Principal Arterial Collector Minor Arterial Local Parks Alley Driveway Parks Water City Limits BOISE EAGLE GARDEN CITY KUNA MERIDIAN STAR Condos Parcels Ada County Assessor This map is a user generated static output from an Internet mapping site and is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION OR LEGAL PURPOSES. X X XXXXXXXX X X XAPN:S1404212550XXXHW HW HW HW HW HWHWHW HWHWHWOHPOHPOHPOHPOHPOHPOHPSSWWWW WGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBCDBFEMA:ZONE XFEMA:ZONE AFEMA:ZONE XFEMA:ZONE AP R E L I M I N A R YN O T F O RC O N S T R U C T I O NDRAWING NO.2400 E RIVERWALK DRIVEBOISE, IDAHO 83706WWW.LKVARCHITECTS.COM208.336.3443LA-16536S T ATE OF IDAHOLICENSED LANDSCAPE A RCHITECT JO N FRITZ BRECKONProposed Church Facility forProposed Church FacilityCalvary Chapel Treasure Valley Lake Hazel Road, Ada County, IdahoDATE: March 19, 2021LKV PROJECT #:REVISIONS:DRAWN BY: MSCHECKED BY: WTwww.breckonlanddesign.comFax: 208-376-6528Phone: 208-376-5153 ·Civil Engineering ·Landscape Architecture ·Erosion & Sediment Control ·Graphic Communication ·Irrigation Design ·Land Planning 6661 North Glenwood StreetGarden City, Idaho 837141 P R E L I M I N A R YN O T F O RC O N S T R U C T I O NDRAWING NO.2400 E RIVERWALK DRIVEBOISE, IDAHO 83706WWW.LKVARCHITECTS.COM208.336.3443LA-16536S T ATE OF IDAHOLICENSED LANDSCAPE A RCHITECT JO N FRITZ BRECKONProposed Church Facility forProposed Church FacilityCalvary Chapel Treasure Valley Lake Hazel Road, Ada County, IdahoDATE: March 19, 2021LKV PROJECT #:REVISIONS:DRAWN BY: MSCHECKED BY: WTwww.breckonlanddesign.comFax: 208-376-6528Phone: 208-376-5153 ·Civil Engineering ·Landscape Architecture ·Erosion & Sediment Control ·Graphic Communication ·Irrigation Design ·Land Planning 6661 North Glenwood StreetGarden City, Idaho 83714SHRUB PLANTING3DECIDUOUS TREE PLANTING1(TYPICAL AT TREES IN TURF AREAS)PLANTER BED CUT EDGE5CONIFEROUS TREE PLANTING2NOTES:PERENNIAL & GROUNDCOVERPLANTINGSECTIONPLAN VIEW4 X X X XX X X X XXXX X XXXXXX XX X XX X XX X X X X XAPN:S1404212550XXXXXXXXHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHWHWHW HWHWHWInfants2 Year OldsYouthRoomPre-KKindergarten1st GradeConferenceAdmin.UpPlatformSanctuaryFoyer / Fellowship1 Year Olds3 Year Olds2nd GradeFlex Room5th Grade4th Grade3rd GradePhase 1BPhase 1AKitchenUpUpUpM'A''B''X''C'2BLOCK 21BLOCK 21BLOCK 1234567891011121314151617181920212223BLOCK 1BLOCK 145464849505154BLOCK 1473BLOCK 2JAL2AL1AL1AL1AL1AL2AL2AL2AL2AL2AL3AL3AL3AL3AL3AL3AL3AL3AL3AL30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.10.10.10.10.10.10.10.10.10.10.10.00.10.10.00.00.00.00.00.00.00.10.10.10.10.10.20.10.10.20.10.10.20.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.10.10.20.30.30.30.20.20.30.40.40.30.30.20.20.30.20.30.20.10.10.10.00.00.00.10.10.10.20.30.50.90.80.70.50.50.70.81.10.80.60.40.40.70.80.80.50.30.20.10.10.00.10.10.10.10.30.50.91.62.82.32.11.71.62.13.02.82.11.71.31.21.92.61.81.10.90.50.20.10.10.10.10.20.30.51.02.03.35.35.74.53.73.23.85.55.13.93.32.92.84.45.35.13.01.81.00.50.20.10.10.10.10.20.30.61.32.23.03.64.14.14.94.84.43.94.23.83.83.83.34.14.43.33.32.41.40.70.30.10.10.10.10.20.30.40.61.11.92.22.63.23.74.74.84.13.53.33.33.43.92.83.23.43.22.82.41.60.70.30.10.10.10.20.30.40.40.60.91.11.21.51.92.93.23.43.42.72.42.52.93.12.43.12.62.62.52.31.60.80.30.10.00.10.10.20.40.70.80.80.90.80.81.01.52.22.72.62.62.01.82.12.22.82.42.82.32.22.52.52.11.10.30.20.00.10.10.20.30.71.21.41.41.30.90.70.81.11.61.62.01.81.61.61.92.22.52.22.82.32.22.62.83.01.40.50.20.00.10.10.20.40.91.52.11.71.61.10.70.60.81.01.21.31.21.21.51.92.42.71.92.62.32.32.83.44.72.71.00.40.00.10.10.10.20.51.01.81.91.71.81.20.70.60.70.81.01.11.11.21.51.92.52.82.12.82.42.42.73.55.43.10.80.20.00.00.10.10.20.20.40.91.61.92.11.71.10.70.60.70.91.21.41.31.31.62.02.42.82.32.72.52.42.93.44.12.50.90.40.00.10.10.10.20.20.30.71.21.61.61.30.90.70.71.11.41.92.11.91.71.72.02.52.82.52.72.42.52.72.93.11.70.50.20.00.00.10.10.20.20.30.30.60.80.91.00.90.70.60.81.21.81.72.32.51.91.92.02.42.92.12.72.42.52.82.92.31.20.40.20.00.00.10.10.20.20.40.50.30.60.60.60.60.60.70.70.91.21.92.02.12.52.01.92.12.52.82.22.92.42.52.62.62.11.10.30.10.00.00.10.10.20.40.70.90.60.90.70.60.60.80.91.21.41.71.92.02.02.11.81.82.02.43.02.73.12.52.52.93.02.61.30.40.20.00.00.00.10.10.30.61.11.61.21.51.10.80.81.11.41.92.01.71.41.61.71.61.51.62.02.63.03.03.02.42.52.83.33.51.70.60.30.00.00.00.10.10.20.40.81.52.01.81.91.41.01.01.52.22.32.31.91.81.61.51.41.31.62.02.53.13.02.82.42.52.93.54.82.61.10.40.00.00.00.10.10.20.40.81.51.71.41.81.51.11.21.82.62.22.32.62.22.01.81.71.51.71.92.22.82.92.72.22.42.93.55.53.30.90.30.00.00.00.00.10.10.20.40.71.42.12.01.71.31.01.31.82.62.92.82.72.62.52.42.01.71.61.92.32.42.82.72.42.12.73.23.92.40.70.30.00.00.00.00.00.00.10.10.30.50.91.41.51.41.01.01.31.92.32.62.32.12.42.12.22.21.51.00.91.52.02.62.52.22.22.52.72.71.40.40.20.00.00.00.00.00.00.00.10.10.20.30.50.80.80.80.71.01.62.32.72.82.42.22.52.52.42.41.81.51.61.82.32.42.11.92.02.12.11.70.90.30.10.00.00.00.00.00.00.00.10.10.10.20.30.40.50.50.61.11.72.01.92.62.32.02.02.22.42.21.81.51.61.82.12.32.11.91.91.91.81.30.70.30.10.00.00.00.00.00.00.00.00.00.10.10.10.20.30.30.40.60.91.31.82.22.31.81.41.51.92.42.42.01.71.72.32.72.72.42.12.32.32.01.40.80.30.20.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.30.40.50.61.01.82.01.51.21.11.22.03.23.52.82.02.13.13.73.83.12.73.23.33.11.90.90.40.20.00.00.00.00.00.00.00.00.00.00.10.10.20.30.50.70.80.81.11.41.61.51.20.80.81.12.13.53.03.21.91.52.43.13.53.02.22.93.03.42.51.00.40.20.00.00.00.00.00.00.00.00.00.00.00.10.10.20.50.91.31.51.81.91.91.91.71.10.70.60.91.83.12.92.91.81.82.43.33.42.72.32.93.42.82.00.90.40.20.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.51.12.02.52.53.02.62.51.71.10.60.50.61.22.01.61.91.21.11.51.91.81.51.31.61.81.61.10.60.20.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.91.82.93.94.93.52.51.50.80.50.40.40.60.90.60.90.70.60.70.80.80.70.60.70.80.70.50.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.51.11.82.93.52.61.30.70.50.30.20.30.30.40.20.40.40.30.30.40.30.30.30.30.30.30.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.51.00.90.80.30.20.20.10.10.10.20.20.10.20.20.20.20.20.20.20.20.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.20.40.20.10.10.10.10.10.10.10.00.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.10.10.10.10.00.00.00.10.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Proposed Church Facility forDATE: March 19, 2021LKV PROJECT #:REVISIONS:DRAWN BY: JWVSCHECKED BY: JWVSProposed Church FacilityDRAWING NO.Calvary Chapel Treasure Valley Lake Hazel Road, Ada County, Idaho 2400 E RIVERWALK DRIVEBOISE, IDAHO 83706WWW.LKVARCHITECTS.COM208.336.3443electricalengineeringcompanyengineering 4 tomorrow800 s. industry way, suite 350meridian, idaho 83642phone: 208.378.4450fax: 208.378.4451e2co project #:world wide web: e2co.com21043NOT FOR CONSTRUCTIONPHOTOMETRIC SITE PLANScale: 1" = 40'-0"N.E1.1 TYPE DESCRIPTION MANUFACTURERCATALOG NUMBERMOUNTING LAMPSVOLTAGE REMARKSPOLE MOUNTED SQUARE SOFT CORNER LITHONIA NO. RSX2-LED-P3-40K-R5-MVOLTLEDALUMINUM HOUSING,GASKETED LENS,POLE 22317 LMSAL1 LEDARM 40 K 120/277 1TYPE III - WIDE DISTRIBUTION MOUNTED 147 WSINGLE HEAD, 25 FT. POLE W/ BASE COVERPOLE MOUNTED SQUARE SOFT CORNER LITHONIA NO. RSX2-LED-P3-40K-R3-MVOLTLEDALUMINUM HOUSING,GASKETED LENS,POLE 21737 LMSAL2 LEDARM 40 K 120/277 1TYPE V - WIDE DISTRIBUTION MOUNTED 147 WSINGLE HEAD, 25 FT. POLE W/ BASE COVERAREA LIGHT LITHONIA NO. RADPT-P5-40K-SYM-MVOLT-PT4-FAO-DDBXD POLE LEDAL3 POST TOP FIXTURE - 20' POLETOP 15541 LMS 120/2771ROUND 4" POLE - DARK BRONZEMOUNTED 40 KFOA (FIELD ADJUSTABLE OUTPUT)86 WREMARKS1. OR PRE-BID APPROVED EQUAL2. PROVIDE WITH BODINE EMERGENCY DRIVER SUITABLE FOR LAMP TYPE AND HALF THE LAMP LUMEN OUTPUT, PROVIDE WITH SELF TEST LIGHT AND PUSHBUTTON.3. SEE LIGHTING DRAWINGS AND LIGHITNG CONTROL PANEL SCHEDULES FOR ADDITIONAL INFORMATION INCLUDING NUMBER AND TYPE OF RELAYS THE ELECTRICAL CONTRACTOR SHALL INCLUDE FACTORY START-UP AND PROGRAMMING OF THE LIGHTING CONTOL SYSTEM AS WELL AS COMMISSIONING4. WHEN INSTALLED IN AN INSULATED CEILING, FIXTURE TO BE INSTALLED WITH FIRE RATED OR IC RATED ENCLOSURE OR HAVE SHEET ROCK ENCLOSURE BUILT PER DETAILNOTE TO BIDDERS:1. BID ONLY PRODUCTS THAT ARE SPECIFIED OR APPORVED VIA ADDENDUM. SUBMITTED ITEMS NOT APPROVED VIA ADDENDUM WILL BE REJECTED2. PACKAGING OF LIGHT FIXTURES WITH OTHER SYSTEMS IS NOT ALLOWED3. WHEN ONLY ONE PRODUCT IS APPROVED FOR BIDDING, THE PRICE FOR THAT ITEM SHALL BE BROKEN OUT SEPERATELY WHEN SUBMITTING PRICING TO THE VARIOUS DISTRIBUTORS AND/OR CONTRACTORS AS REQUESTED.LIGHTING FIXTURE SCHEDULE - CALVARY CHAPEL TREASURE VALLEY SITE PHOTOMETRIC SCHEDULE One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR Rev. 12/15/20 RADPT LED Radean Post TopLED Area Luminaire Specifications Catalog Number Notes Type Introduction The architecturally-inspired shape of the RADEAN™ post top area luminaire embodies the grace and strength of the RADEAN family. The twin copper-core cast aluminum arms support the slender superstructure, creating a beautiful sculpture by day transforming into a beacon of comfort by night. Triangular arms redirect reflection maintaining its visually quiet appearance. With sleek lines and simple silhouettes, these LED luminaires use specialized lighting and visual comfort to transform common areas like courtyards, outdoor retail locations, universities and corporate campuses into pedestrian-friendly nighttime environments. EPA:1.02 ft2 (0.105 m2) Length:24” (61cm) Width:24” (61cm) H1 Luminaire Height: 4” (10.16cm) H2 Luminaire Height: 26” (66.04cm) Weight:38lbs (17.24Kg) Hit the Tab key or mouse over the page to see all interactive elements. W H2 4” L H1 RADPT LED Series Performance package Color temperature Distribution Voltage Mounting (required) RADPT LED P1 3,000 Lumens P2 5,000 Lumens P3 7,000 Lumens P4 10,000 Lumens P5 15,000 Lumens 27K 2700K 30K 3000K 35K 3500K 40K 4000K 50K 5000K SYM Symmetric type V ASY Asymmetric type IV PATH Pathway Type III MVOLT 1 120 1 208 1 240 1 277 1 347 480 PT4 2 Slips inside a 4” OD round metal pole RADPT20 Slips over a 2 3/8” diameter tenon RADPT25 Slips over a 2 7/8” diameter tenon Control options Other options Finish (required) Shipped installed NLTAIR2 nLight AIR 2.0 enabled 3 PIR Bi-level motion/sensor (100% to 30%) 4,5,6,7 PE Button photocell 6 FAO Field adjustable output 4,8 SF Single Fuse 1 DF Double Fuse 1 R90 Rotated optics 9 Shipped installed HS Houseside shield 10 DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white Ordering Information EXAMPLE: RADPT LED P3 30K SYM MVOLT PT4 PIR DNAXD H2 Recommended Poles for use with RADEAN RADPT LED Luminaires. Acuity Part Number Description For luminaires Used with Mounting RSS 10 4B PT DDBXD 10' Round Straight Steel - 4" O.D. - Open Top RADPT LED PT4 RSS 12 4B PT DDBXD 12' Round Straight Steel - 4" O.D. - Open Top RADPT LED PT4 RSS 14 4B PT DDBXD 14' Round Straight Steel - 4" O.D. - Open Top RADPT LED PT4 RSS 16 4B PT DDBXD 16' Round Straight Steel - 4" O.D. - Open Top RADPT LED PT4 RSS 18 4B PT DDBXD 18' Round Straight Steel - 4" O.D. - Open Top RADPT LED PT4 RSS 20 4B PT DDBXD 20' Round Straight Steel - 4" O.D. - Open Top RADPT LED PT4 RSS 25 4B PT DDBXD 25' Round Straight Steel - 4" O.D. - Open Top RADPT LED PT4 RSS 10 4B T20 DDBXD 10' Round Straight Steel - 4" O.D. - Tenon Top RADPT LED RADPT20 RSS 12 4B T20 DDBXD 12' Round Straight Steel - 4" O.D. - Tenon Top RADPT LED RADPT20 RSS 14 4B T20 DDBXD 14' Round Straight Steel - 4" O.D. - Tenon Top RADPT LED RADPT20 RSS 16 4B T20 DDBXD 16' Round Straight Steel - 4" O.D. - Tenon Top RADPT LED RADPT20 RSS 18 4B T20 DDBXD 18' Round Straight Steel - 4" O.D. - Tenon Top RADPT LED RADPT20 RSS 20 4B T20 DDBXD 20' Round Straight Steel - 4" O.D. - Tenon Top RADPT LED RADPT20 RSS 25 4B T20 DDBXD 25' Round Straight Steel - 4" O.D. - Tenon Top RADPT LED RADPT20 * Customer must verify pole loading per required design criteria and specified wind speed. Consult pole specification sheet for additional details. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR Rev. 12/15/20 RADPT LED Ordering Information NOTES 1 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option. 2 Required nominal 4” round straight metal pole. 3 NLTAIR2 not available with PIR, PE or FAO. Must link to external nLight Air network. 4 PIR will work with FAO, if adjustable low-end trim is required. 5 PIR must specify 120V, 277V, 347V or 480V. Not available in MVOLT, 208V or 240V. 6 PE and PIR are available together. 7 PIR for use only on luminaires mounted under 15’. 8 Field adjustable high-end trim. 9 For left rotation, select R90 and rotate luminaire 180º on pole. 10 Also available as a separate accessory; see Accessories information at left. HS not available with R90. Shield is field rotatable shield in 180º increments. Accessories Ordered and shipped separately. RADHS Houseside shield (shield is white) RADCS DDBXD U Decorative clamshell base for 4” RSS pole (specify finish) RADFBC DDBXD U Full base cover for 4” RSS pole (specify finish) For more control options, visit DTL and ROAM online. PT4 Expansion Fitter n RADPT20 or RADPT25 Tenon Sli fitter L__.-0 - -0 - NLTAIR2 PIR (No visible change)PE FAO (No visible change) Mounting Control Options Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Contact factory for performance data on any configurations not shown here. Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Projected LED Lumen Maintenance Data references the extrapolated performance projections for the RADPT LED platform in a 25°C ambient, based on 10,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Performance Package Input Wattage Distribution 2700K 3000K 3500K 4000K 5000K Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P1 25 ASY 2,924 2 1 2 115 3,022 2 2 2 119 3,095 2 2 2 122 3,168 2 2 2 125 3,168 2 2 2 125 PATH 2,529 2 1 2 100 2,613 2 2 2 103 2,676 2 2 2 105 2,739 2 2 2 108 2,739 2 2 2 108 SYM 3,086 2 1 1 121 3,189 2 1 1 126 3,266 2 1 1 129 3,344 2 1 1 132 3,344 2 1 1 132 P2 38 ASY 4,521 3 2 3 119 4,672 3 2 3 123 4,785 3 2 3 126 4,898 3 2 3 129 4,898 3 2 3 129 PATH 3,909 2 2 2 103 4,040 2 2 2 106 4,137 2 2 2 109 4,235 3 2 3 111 4,235 3 2 3 111 SYM 4,772 2 2 1 126 4,931 3 2 1 130 5,050 3 2 1 133 5,169 3 2 1 136 5,169 3 2 1 136 P3 54 ASY 6,387 3 2 3 119 6,600 3 2 3 123 6,760 3 2 3 126 6,919 3 2 3 129 6,919 3 2 3 129 PATH 5,523 3 2 3 103 5,707 3 2 3 106 5,845 3 2 3 109 5,983 3 2 3 112 5,983 3 2 3 112 SYM 6,741 3 2 2 126 6,966 3 2 2 130 7,135 3 2 2 133 7,303 3 2 2 136 7,303 3 2 2 136 P4 86 ASY 10,150 4 2 4 118 10,489 4 2 4 122 10,742 4 2 4 125 10,996 4 2 4 128 10,996 4 2 4 128 PATH 8,777 3 2 3 102 9,070 3 2 3 106 9,289 3 2 3 108 9,509 3 2 3 111 9,509 3 2 3 111 SYM 10,713 3 2 2 125 11,071 3 2 2 129 11,338 3 2 2 132 11,606 3 2 2 135 11,606 3 2 2 135 P5 123 ASY 14,250 4 2 4 116 14,724 4 2 4 120 15,081 4 3 4 123 15,437 4 3 4 126 15,437 4 3 4 126 PATH 12,322 4 2 4 101 12,733 4 3 4 104 13,041 4 3 4 106 13,349 4 3 4 109 13,349 4 3 4 109 SYM 15,040 4 2 3 123 15,541 4 2 3 127 15,917 4 2 3 130 16,293 4 2 3 133 16,293 4 2 3 133 Projected LED Lumen Maintenance 0 25,000 50,000 100,000 P1 1.00 0.96 0.91 0.82 P2 1.00 0.96 0.91 0.82 P3 1.00 0.96 0.91 0.82 P4 1.00 0.96 0.91 0.82 P5 1.00 0.95 0.89 0.78 Ambient LAT Factor 0°C 32°F 1.06 5°C 41°F 1.05 10°C 50°F 1.04 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.96 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2020 Acuity Brands Lighting, Inc. All rights reserved. COMMERCIAL OUTDOOR Rev. 12/15/20 RADPT LED Performance Data Lumen Output Electrical Load Current (A) Lumen Package LED Drive Current Voltage Wattage 120 208 240 277 347 480 P1 500 42.8 21.4 Input Current 0.22 0.13 0.11 0.1 0.08 0.06 System Watts 26 26 26 27 25 26 P2 770 43 33.1 Input Current 0.33 0.19 0.16 0.14 0.11 0.08 System Watts 39 39 39 39 38 38 P3 1100 43.2 47.5 Input Current 0.46 0.26 0.23 0.2 0.16 0.12 System Watts 55 54 54 54 54 54 P4 900 87.3 78.6 Input Current 0.73 0.42 0.36 0.32 0.25 0.18 System Watts 87 86 86 86 86 86 P5 1250 88.2 110.2 Input Current 1 0.58 0.5 0.44 0.35 0.25 System Watts 120 119 119 119 120 120 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX2 Area LED Rev. 05/11/21 Page 1 of 9 COMMERCIAL OUTDOOR Catalog Number Notes Type Introduction The new RSX LED Area family delivers maximum value by providing significant energy savings, long life and outstanding photometric performance at an affordable price. The RSX2 delivers 11,000 to 31,000 lumens allowing it to replace 250W to 1000W HID luminaires. The RSX features an integral universal mounting mechanism that allows the luminaire to be mounted on most existing drill hole patterns. This “no-drill” solution provides significant labor savings. An easy-access door on the bottom of mounting arm allows for wiring without opening the electrical compartment. A mast arm adaptor, adjustable integral slipfitter and other mounting configurations are available. Hit the Tab key or mouse over the page to see all interactive elements. Options Finish Shipped Installed HS House-side shield 7 PE Photocontrol, button style 8,9 PEX Photocontrol external threaded, adjustable 9,10 PER7 Seven-wire twist-lock receptacle only (no controls)9,11,12,13 CE34 Conduit entry 3/4” NPT (Qty 2) SF Single fuse (120, 277, 347) 5 DF Double fuse (208, 240, 480) 5 SPD20KV 20KV Surge pack (10KV standard) FAO Field adjustable output 9,13 DMG 0-10V dimming extend out back of housing for external control (control ordered separate) 9,13 DS Dual switching 9,14 Shipped Installed *Standalone and Networked Sensors/Controls (factory default settings, see table page 9) NLTAIR2 nLight AIR generation 2 13,15,16 PIRHN Networked, Bi-Level motion/ambient sensor (for use with NLTAIR2) 13,14,17 BAA Buy America(n) Act Compliant *Note: PIRHN with nLight Air can be used as a standalone dimming sensor with out-of-box settings or as a wireless networked solution. See factory default settings table. Sensor coverage pattern is affected when luminaire is tilted. Shipped Separately (requires some field assembly) EGS External glare shield 6 EGFV External glare full visor (360° around light aperture) 7 BS Bird spikes 18 DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured Dark Bronze DBLBXD Textured Black DNATXD Textured Natural Aluminum DWHGXD Textured White WW Ordering Information EXAMPLE: RSX2 LED P6 40K R3 MVOLT SPA DDBXD RSX2 LED Series Performance Package Color Temperature Distribution Voltage Mounting RSX2 LED P1 P2 P3 P4 P5 P6 30K 3000K 40K 4000K 50K 5000K R2 Type 2 Wide R3 Type 3 Wide R3S Type 3 Short R4 Type 4 Wide R4S Type 4 Short R5 Type 5 Wide 1 R5S Type 5 Short 1 AFR Automotive Front Row AFRR90 Automotive Front Row Right Rotated AFRL90 Automotive Front Row Left Rotated MVOLT (120V-277V) 2 HVOLT (347V-480V) 3 XVOLT (277V-480V) 4 (use specific voltage for options as noted) 120 3 277 5 208 3 347 5 240 3 480 5 SPA Square pole mounting (3.0" min. SQ pole for 1 at 90°, 3.5" min. SQ pole for 2, 3, 4 at 90°) RPA Round pole mounting (3.2" min. dia. RND pole for 2, 3, 4 at 90°, 3.0" min. dia. RND pole for 1 at 90°, 2 at 180°, 3 at 120°) MA Mast arm adaptor (fits 2-3/8" OD horizontal tenon) IS Adjustable slipfitter (fits 2-3/8" OD tenon) 6 WBA Wall bracket 1 WBASC Wall bracket with surface conduit box AASP Adjustable tilt arm square pole mounting 6 AARP Adjustable tilt arm round pole mounting 6 AAWB Adjustable tilt arm with wall bracket 6 AAWSC Adjustable tilt arm wall bracket and surface conduit box 6 Buy American RSX2 LEDArea Luminaire Specifications EPA (ft2@0°):0.69 ft2 (0.06 m2 ) Length:29.3” (74.4 cm) (SPA mount) Width:13.4” (34.0 cm) Height:3.0" (7.6 cm) Main Body 7.2” (18.3 cm) Arm Weight: (SPA mount)30.0 lbs (13.6 kg) L W H One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX2 Area LED Rev. 05/11/21 Page 2 of 9 COMMERCIAL OUTDOOR Ordering Information NOTES 1 Any Type 5 distribution, is not available with WBA. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 3 HVOLT driver operates on any line voltage from 347-480V (50/60 Hz). 4 XVOLT driver not available with P1. XVOLT driver operates on any line voltage from 277V-480V (50/60 Hz). XVOLT not available with fusing (SF or DF) and not available with PE or PEX. 5 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. 6 Maximum tilt is 90° above horizontal. 7 It may be ordered as an accessory. 8 Requires MVOLT or 347V. 9 Not available in combination with other light sensing control options (following options cannot be combined: PE, PEX, PER7, FAO, DMG, DS, PIRHN). 10 Requires 120V, 208V, 240V, or 277V. 11 Twistlock photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. Dimming leads capped for future use. 12 For units with option PER7, the mounting must be restricted to +/- 45° from horizontal aim per ANSI C136.10-2010. 13 Two or more of the following options cannot be combined including DMG, DS, PER7, FAO and PIRHN. 14 DS only available on performance package P5 and P6. 15 Must be ordered with PIRHN. 16 Requires MVOLT or HVOLT. 17 Must be ordered with NLTAIR2. For additional information on PIRHN visit here. 18 Must be ordered with fixture for factory pre-drilling. 19 Requires luminaire to be specified with PER7 option. Ordered and shipped as a separate line item from Acuity Brands Controls. Accessories Ordered and shipped separately. RSX2HS RSX2 House side shield (includes 2 shields) RSX2EGS (FINISH) U External glare shield (specify finish) RSX2HSAFRR (FINISH) U RSX2 House side shields for AFR rotated optics (includes 2 shields) RSX2EGFV (FINISH) U External glare full visor (specify finish) RSXRPA (FINISH) U RSX Universal round pole adaptor plate (specify finish) RSXWBA (FINISH) U RSX WBA wall bracket (specify finish) 1 RSXSCB (FINISH) U RSX Surface conduit box (specify finish, for use with WBA, WBA not included) DLL127F 1.5 JU Photocell -SSL twist-lock (120-277V) 19 DLL347F 1.5 CUL JU Photocell -SSL twist-lock (347V) 19 DLL480F 1.5 CUL JU Photocell -SSL twist-lock (480V) 19 DSHORT SBK U Shorting cap 19 House Side Shield External Glare Shield External 360 Full Visor External Shields Pole/Mounting Informatiion HANDHOLE ORIENTATION A Handhole B C D Accessories including bullhorns, cross arms and other adpaters are available under the accessories tab at Lithonia's Outdoor Poles and Arms product page. Click here to visit Accessories. RSX2 - Luminaire EPA Fixture Quantity & Mounting Configuration Single 2 @ 90 2 @ 180 3 @ 90 3 @ 120 4 @ 90 2 Side by Side 3 Side by Side 4 Side by Side Mounting Type Tilt SPA - Square Pole Adaptor 0 °0.69 1.22 1.27 1.8 1.61 2.39 1.37 2.06 2.74 RPA - Round Pole Adaptor 0.74 1.27 1.37 1.9 1.71 2.49 1.42 2.16 2.84 MA - Mast Arm Adaptor 0.61 1.14 1.11 1.64 1.45 2.23 1.29 1.9 2.58 IS - Integral Slipfitter AASP/AARP - Adjustable Arm Square/Round Pole 0 °0.69 1.22 1.27 1.8 1.61 2.39 1.37 2.06 2.74 10°0.53 1.06 1.05 1.58 1.37 2.08 1.06 1.59 2.12 20°0.52 1.02 1.03 1.52 1.33 2.02 1.03 1.55 2.07 30°0.64 1.11 1.18 1.63 1.45 2.21 1.27 1.91 2.54 40°0.81 1.21 1.35 1.74 1.65 2.39 1.62 2.43 3.23 45°0.91 1.25 1.5 1.81 1.75 2.48 1.82 2.73 3.64 50°1.34 1.83 2.17 2.61 2.56 3.62 2.68 4.02 5.36 60°2.2 2.97 3.57 4.24 4.17 5.89 4.41 6.61 8.82 70°2.86 4.13 4.7 5.89 5.71 8.21 5.71 8.57 11.42 80°3.4 5.13 5.67 7.34 7.09 10.21 6.79 10.19 13.59 90°3.85 5.96 6.55 8.58 8.31 11.88 7.70 11.56 15.41 *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data.Top of Pole 0.563” 2.650” 1.325”0.400”(2 PLCS) Template #8 RSX POLE DRILLING RSX STANDARD ARM & ADJUSTABLE ARM 5.25” 2.65” Drilling Template Mounting Option Single 2 @ 180 2 @ 90 3 @ 120 3 @ 90 4 @ 90 Head Location Side B Side B & D Side B & C Round Pole Only Side B, C & D Side A, B, C & D #8 Drill Nomenclature DM19AS DM28AS DM29AS DM32AS DM39AS DM49AS Tenon O.D.RSX Mounting Single 2 at 180°2 at 90°3 at 120°3 at 90°4 at 90° 2 - 3/8"RPA, AARP AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 320 AS3-5 390 AS3-5 490 2 - 7/8"RPA, AARP AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" RPA, AARP AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Round Tenon Mount - Pole Top Slipfitters Drill/Side Location by Configuration Type One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX2 Area LED Rev. 05/11/21 Page 3 of 9 COMMERCIAL OUTDOOR Performance Data Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-50°C (32-122°F). Ambient Ambient Lumen Multiplier 0°C 32°F 1.05 5°C 41°F 1.04 10°C 50°F 1.03 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 45°C 113°F 0.96 50°C 122°F 0.95 Current (A) Performance Package System Watts (W)120V 208V 240V 277V 347V 480V P1 71W 0.59 0.34 0.30 0.26 0.20 0.15 P2 111W 0.93 0.53 0.46 0.40 0.32 0.23 P3 147W 1.23 0.70 0.61 0.53 0.42 0.31 P4 187W 1.55 0.90 0.78 0.68 0.53 0.38 P5 210W 1.75 1.01 0.87 0.76 0.60 0.44 P6 244W 2.03 1.17 1.01 0.88 0.70 0.51 Electrical Load Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C. Operating Hours 50,000 75,000 100,000 Lumen Maintenance Factor >0.97 >0.95 >0.92 Projected LED Lumen Maintenance To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s RSX Area homepage. Photometric Diagrams Isofootcandle plots for the RSX2 LED P6 40K. Distances are in units of mounting height (30’). 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ A ] - RSX2 LED P6 40K R3 Manufacturer Acuity Brands Configuration Single Lamp Lumens 30267 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 6 Area > 0.5fc 14569 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 R3R3 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ B ] - RSX2 LED P6 40K R4 Manufacturer Acuity Brands Configuration Single Lamp Lumens 30663 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 7 Area > 0.5fc 15244 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 R4R4 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ C ] - RSX2 LED P6 40K R5 Manufacturer Acuity Brands Configuration Single Lamp Lumens 31075 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 2 Area > 0.5fc 21094 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 R5R5 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ D ] - RSX2 LED P6 40K AFR Manufacturer Acuity Brands Configuration Single Lamp Lumens 30334 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 13 Area > 0.5fc 8663 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 R2R2 LEGEND 0.1 fc 0.5 fc 1.0 fc 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, August 22, 2018 Name Company Phone Email [ D ] - RSX3 LED P4 40K AFR Manufacturer Acuity Brands Configuration Single Lamp Lumens 40537 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 311.9 Tilt 0 Max Illuminance 17 Area > 0.5fc 9844 Page 1 of 1Template Print 8/22/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=7970173 AFRAFR 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Monday, July 29, 2019 Name Company Phone Email [ B ] - RSX2 LED P6 40K AFRL90 Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 30752 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 15 Area > 0.5fc 8044 Page 1 of 1Template Print 7/29/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3885952 AFRL90AFRL90 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Monday, July 29, 2019 Name Company Phone Email [ A ] - RSX2 LED P6 40K AFRR90 Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 30623 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 14 Area > 0.5fc 8325 Page 1 of 1Template Print 7/29/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3885952 AFRR90AFRR90 One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX2 Area LED Rev. 05/11/21 Page 1 of 9 COMMERCIAL OUTDOOR Catalog Number Notes Type Introduction The new RSX LED Area family delivers maximum value by providing significant energy savings, long life and outstanding photometric performance at an affordable price. The RSX2 delivers 11,000 to 31,000 lumens allowing it to replace 250W to 1000W HID luminaires. The RSX features an integral universal mounting mechanism that allows the luminaire to be mounted on most existing drill hole patterns. This “no-drill” solution provides significant labor savings. An easy-access door on the bottom of mounting arm allows for wiring without opening the electrical compartment. A mast arm adaptor, adjustable integral slipfitter and other mounting configurations are available. Hit the Tab key or mouse over the page to see all interactive elements. Options Finish Shipped Installed HS House-side shield 7 PE Photocontrol, button style 8,9 PEX Photocontrol external threaded, adjustable 9,10 PER7 Seven-wire twist-lock receptacle only (no controls)9,11,12,13 CE34 Conduit entry 3/4” NPT (Qty 2) SF Single fuse (120, 277, 347) 5 DF Double fuse (208, 240, 480) 5 SPD20KV 20KV Surge pack (10KV standard) FAO Field adjustable output 9,13 DMG 0-10V dimming extend out back of housing for external control (control ordered separate) 9,13 DS Dual switching 9,14 Shipped Installed *Standalone and Networked Sensors/Controls (factory default settings, see table page 9) NLTAIR2 nLight AIR generation 2 13,15,16 PIRHN Networked, Bi-Level motion/ambient sensor (for use with NLTAIR2) 13,14,17 BAA Buy America(n) Act Compliant *Note: PIRHN with nLight Air can be used as a standalone dimming sensor with out-of-box settings or as a wireless networked solution. See factory default settings table. Sensor coverage pattern is affected when luminaire is tilted. Shipped Separately (requires some field assembly) EGS External glare shield 6 EGFV External glare full visor (360° around light aperture) 7 BS Bird spikes 18 DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured Dark Bronze DBLBXD Textured Black DNATXD Textured Natural Aluminum DWHGXD Textured White WW Ordering Information EXAMPLE: RSX2 LED P6 40K R3 MVOLT SPA DDBXD RSX2 LED Series Performance Package Color Temperature Distribution Voltage Mounting RSX2 LED P1 P2 P3 P4 P5 P6 30K 3000K 40K 4000K 50K 5000K R2 Type 2 Wide R3 Type 3 Wide R3S Type 3 Short R4 Type 4 Wide R4S Type 4 Short R5 Type 5 Wide 1 R5S Type 5 Short 1 AFR Automotive Front Row AFRR90 Automotive Front Row Right Rotated AFRL90 Automotive Front Row Left Rotated MVOLT (120V-277V) 2 HVOLT (347V-480V) 3 XVOLT (277V-480V) 4 (use specific voltage for options as noted) 120 3 277 5 208 3 347 5 240 3 480 5 SPA Square pole mounting (3.0" min. SQ pole for 1 at 90°, 3.5" min. SQ pole for 2, 3, 4 at 90°) RPA Round pole mounting (3.2" min. dia. RND pole for 2, 3, 4 at 90°, 3.0" min. dia. RND pole for 1 at 90°, 2 at 180°, 3 at 120°) MA Mast arm adaptor (fits 2-3/8" OD horizontal tenon) IS Adjustable slipfitter (fits 2-3/8" OD tenon) 6 WBA Wall bracket 1 WBASC Wall bracket with surface conduit box AASP Adjustable tilt arm square pole mounting 6 AARP Adjustable tilt arm round pole mounting 6 AAWB Adjustable tilt arm with wall bracket 6 AAWSC Adjustable tilt arm wall bracket and surface conduit box 6 Buy American RSX2 LEDArea Luminaire Specifications EPA (ft2@0°):0.69 ft2 (0.06 m2 ) Length:29.3” (74.4 cm) (SPA mount) Width:13.4” (34.0 cm) Height:3.0" (7.6 cm) Main Body 7.2” (18.3 cm) Arm Weight: (SPA mount)30.0 lbs (13.6 kg) L W H One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX2 Area LED Rev. 05/11/21 Page 2 of 9 COMMERCIAL OUTDOOR Ordering Information NOTES 1 Any Type 5 distribution, is not available with WBA. 2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 3 HVOLT driver operates on any line voltage from 347-480V (50/60 Hz). 4 XVOLT driver not available with P1. XVOLT driver operates on any line voltage from 277V-480V (50/60 Hz). XVOLT not available with fusing (SF or DF) and not available with PE or PEX. 5 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V. 6 Maximum tilt is 90° above horizontal. 7 It may be ordered as an accessory. 8 Requires MVOLT or 347V. 9 Not available in combination with other light sensing control options (following options cannot be combined: PE, PEX, PER7, FAO, DMG, DS, PIRHN). 10 Requires 120V, 208V, 240V, or 277V. 11 Twistlock photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. Dimming leads capped for future use. 12 For units with option PER7, the mounting must be restricted to +/- 45° from horizontal aim per ANSI C136.10-2010. 13 Two or more of the following options cannot be combined including DMG, DS, PER7, FAO and PIRHN. 14 DS only available on performance package P5 and P6. 15 Must be ordered with PIRHN. 16 Requires MVOLT or HVOLT. 17 Must be ordered with NLTAIR2. For additional information on PIRHN visit here. 18 Must be ordered with fixture for factory pre-drilling. 19 Requires luminaire to be specified with PER7 option. Ordered and shipped as a separate line item from Acuity Brands Controls. Accessories Ordered and shipped separately. RSX2HS RSX2 House side shield (includes 2 shields) RSX2EGS (FINISH) U External glare shield (specify finish) RSX2HSAFRR (FINISH) U RSX2 House side shields for AFR rotated optics (includes 2 shields) RSX2EGFV (FINISH) U External glare full visor (specify finish) RSXRPA (FINISH) U RSX Universal round pole adaptor plate (specify finish) RSXWBA (FINISH) U RSX WBA wall bracket (specify finish) 1 RSXSCB (FINISH) U RSX Surface conduit box (specify finish, for use with WBA, WBA not included) DLL127F 1.5 JU Photocell -SSL twist-lock (120-277V) 19 DLL347F 1.5 CUL JU Photocell -SSL twist-lock (347V) 19 DLL480F 1.5 CUL JU Photocell -SSL twist-lock (480V) 19 DSHORT SBK U Shorting cap 19 House Side Shield External Glare Shield External 360 Full Visor External Shields Pole/Mounting Informatiion HANDHOLE ORIENTATION A Handhole B C D Accessories including bullhorns, cross arms and other adpaters are available under the accessories tab at Lithonia's Outdoor Poles and Arms product page. Click here to visit Accessories. RSX2 - Luminaire EPA Fixture Quantity & Mounting Configuration Single 2 @ 90 2 @ 180 3 @ 90 3 @ 120 4 @ 90 2 Side by Side 3 Side by Side 4 Side by Side Mounting Type Tilt SPA - Square Pole Adaptor 0 °0.69 1.22 1.27 1.8 1.61 2.39 1.37 2.06 2.74 RPA - Round Pole Adaptor 0.74 1.27 1.37 1.9 1.71 2.49 1.42 2.16 2.84 MA - Mast Arm Adaptor 0.61 1.14 1.11 1.64 1.45 2.23 1.29 1.9 2.58 IS - Integral Slipfitter AASP/AARP - Adjustable Arm Square/Round Pole 0 °0.69 1.22 1.27 1.8 1.61 2.39 1.37 2.06 2.74 10°0.53 1.06 1.05 1.58 1.37 2.08 1.06 1.59 2.12 20°0.52 1.02 1.03 1.52 1.33 2.02 1.03 1.55 2.07 30°0.64 1.11 1.18 1.63 1.45 2.21 1.27 1.91 2.54 40°0.81 1.21 1.35 1.74 1.65 2.39 1.62 2.43 3.23 45°0.91 1.25 1.5 1.81 1.75 2.48 1.82 2.73 3.64 50°1.34 1.83 2.17 2.61 2.56 3.62 2.68 4.02 5.36 60°2.2 2.97 3.57 4.24 4.17 5.89 4.41 6.61 8.82 70°2.86 4.13 4.7 5.89 5.71 8.21 5.71 8.57 11.42 80°3.4 5.13 5.67 7.34 7.09 10.21 6.79 10.19 13.59 90°3.85 5.96 6.55 8.58 8.31 11.88 7.70 11.56 15.41 *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data.Top of Pole 0.563” 2.650” 1.325”0.400”(2 PLCS) Template #8 RSX POLE DRILLING RSX STANDARD ARM & ADJUSTABLE ARM 5.25” 2.65” Drilling Template Mounting Option Single 2 @ 180 2 @ 90 3 @ 120 3 @ 90 4 @ 90 Head Location Side B Side B & D Side B & C Round Pole Only Side B, C & D Side A, B, C & D #8 Drill Nomenclature DM19AS DM28AS DM29AS DM32AS DM39AS DM49AS Tenon O.D.RSX Mounting Single 2 at 180°2 at 90°3 at 120°3 at 90°4 at 90° 2 - 3/8"RPA, AARP AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 320 AS3-5 390 AS3-5 490 2 - 7/8"RPA, AARP AST25-190 AST25-280 AST25-290 AST25-320 AST25-390 AST25-490 4" RPA, AARP AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST35-490 Round Tenon Mount - Pole Top Slipfitters Drill/Side Location by Configuration Type One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.acuitybrands.com © 2011-2021 Acuity Brands Lighting, Inc. All rights reserved. Lithonia RSX2 Area LED Rev. 05/11/21 Page 3 of 9 COMMERCIAL OUTDOOR Performance Data Lumen Ambient Temperature (LAT) Multipliers Use these factors to determine relative lumen output for average ambient temperatures from 0-50°C (32-122°F). Ambient Ambient Lumen Multiplier 0°C 32°F 1.05 5°C 41°F 1.04 10°C 50°F 1.03 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 45°C 113°F 0.96 50°C 122°F 0.95 Current (A) Performance Package System Watts (W)120V 208V 240V 277V 347V 480V P1 71W 0.59 0.34 0.30 0.26 0.20 0.15 P2 111W 0.93 0.53 0.46 0.40 0.32 0.23 P3 147W 1.23 0.70 0.61 0.53 0.42 0.31 P4 187W 1.55 0.90 0.78 0.68 0.53 0.38 P5 210W 1.75 1.01 0.87 0.76 0.60 0.44 P6 244W 2.03 1.17 1.01 0.88 0.70 0.51 Electrical Load Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C. Operating Hours 50,000 75,000 100,000 Lumen Maintenance Factor >0.97 >0.95 >0.92 Projected LED Lumen Maintenance To see complete photometric reports or download .ies files for this product, visit Lithonia Lighting’s RSX Area homepage. Photometric Diagrams Isofootcandle plots for the RSX2 LED P6 40K. Distances are in units of mounting height (30’). 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ A ] - RSX2 LED P6 40K R3 Manufacturer Acuity Brands Configuration Single Lamp Lumens 30267 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 6 Area > 0.5fc 14569 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 R3R3 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ B ] - RSX2 LED P6 40K R4 Manufacturer Acuity Brands Configuration Single Lamp Lumens 30663 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 7 Area > 0.5fc 15244 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 R4R4 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ C ] - RSX2 LED P6 40K R5 Manufacturer Acuity Brands Configuration Single Lamp Lumens 31075 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 2 Area > 0.5fc 21094 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 R5R5 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Thursday, August 02, 2018 Name Company Phone Email [ D ] - RSX2 LED P6 40K AFR Manufacturer Acuity Brands Configuration Single Lamp Lumens 30334 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 13 Area > 0.5fc 8663 Page 1 of 1Template Print 8/2/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=2413412 R2R2 LEGEND 0.1 fc 0.5 fc 1.0 fc 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, August 22, 2018 Name Company Phone Email [ D ] - RSX3 LED P4 40K AFR Manufacturer Acuity Brands Configuration Single Lamp Lumens 40537 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 311.9 Tilt 0 Max Illuminance 17 Area > 0.5fc 9844 Page 1 of 1Template Print 8/22/2018http://www.visual-3d.com/tools/template/Print.aspx?SessionID=7970173 AFRAFR 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Monday, July 29, 2019 Name Company Phone Email [ B ] - RSX2 LED P6 40K AFRL90 Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 30752 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 15 Area > 0.5fc 8044 Page 1 of 1Template Print 7/29/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3885952 AFRL90AFRL90 4 3 2 1 0 -4 -3 -2 -1 4 3 2 1 0 4321 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Monday, July 29, 2019 Name Company Phone Email [ A ] - RSX2 LED P6 40K AFRR90 Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 30623 Orientation Single Lamp Quantity 1 Mounting Height 30 Light Loss Factor 1 Arm Length 1 Input Power 246.6 Tilt 0 Max Illuminance 14 Area > 0.5fc 8325 Page 1 of 1Template Print 7/29/2019http://www.visual-3d.com/tools/template/Print.aspx?SessionID=3885952 AFRR90AFRR90 POIEMA SUBDIVISION (208) 288-2040 fax (208) 288-2557 MERIDIAN, ID 83642 231 E. 5TH ST., STE. A www.landsolutions.biz BOOK ____ , PAGE _____ SHEET 1 OF 4 Land Surveying and Consulting LEGEND NOTES LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 CLINTON W. HANSEN PLS 11118 PLASTIC CAP SET 5/8" REBAR WITH PLS 11118 FOUND ALUMINUM CAP MONUMENT SECTION LINE PLASTIC CAP SET 1/2" REBAR WITH PLS 11118 CENTER LINE OTHER EASEMENT LINE AS NOTED FOUND 5/8" REBAR AS NOTED SUBDIVISION BOUNDARY LINE LOT LINE LOT NUMBER SURVEY TIE LINE ADJACENT PROPERTY LINE ACHD STORM WATER DRAINAGE EASEMENT LINE, SEE NOTE 11 PERMANENT ACHD SIDEWALK EASEMENT LINE PER INSTRUMENT NO. ___________________ SURVEYOR'S NARRATIVE THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER MONUMENTATION, INFORMATION FROM RECORD OF SURVEY NUMBERS 1485, 1838, 2880, 8839, AND 12358, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 50'200'100'0' SCALE: 1" = 100' 1.EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, POIEMA SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2.UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, POIEMA SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. THE FIVE FOOT INTERIOR SIDE LOT LINE EASEMENT DESIGNATION DOES NOT APPLY TO THOSE LOT LINES SHOWN HEREON AS ZERO SETBACK LOT LINES, WHICH HAVE NO ADJACENT EASEMENTS. 3.ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISON. 4.IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE NEW YORK IRRIGATION DISTRICT. 5.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. 6.MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7.BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 8.LOTS 1, 34, 35, 36, 47, 53 & 54, BLOCK 1 AND LOT 1, BLOCK 2 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE POIEMA SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND POIEMA SUBDIVISION HOMEOWNERS ASSOCIATION PRESSURE IRRIGATION. LOTS 35 AND 47, BLOCK 1 ARE DESIGNATED AS COMMON DRIVEWAY LOTS PROVIDING INGRESS/EGRESS TO ADJACENT LOTS. 9.THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 10.THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. ____-______, RECORDS OF ADA COUNTY, IDAHO. 11.LOT 53, BLOCK 1 AND PORTIONS OF LOTS 2 AND 3, BLOCK 2 AS DELINEATED HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015 AS INSTRUMENT NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 12.THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. ____-______, RECORDS OF ADA COUNTY, IDAHO. 13.THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR POIEMA SUBDIVISION, RECORDED AS INSTRUMENT NO. ______-_________, RECORDS OF ADA COUNTY, IDAHO. 14.DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED. 15. A PORTION OF LOTS 31 THRU 47, BLOCK 1, AND LOTS 1 THRU 3, BLOCK 2 AS SHOWN HEREON FALL WITHIN THE FEMA FLOOD HAZARD ZONE AE AS SHOWN ON FEMA FIRM PANEL 16001C0265J, DATED JUNE 19, 2020. PUBLIC UTILITY, PRESSURE IRRIGATION & LOT DRAINAGE EASEMENT LINE - SEE NOTES 1 & 2 SEE SHEET 2 OF 4 FOR BLOCK 1 DETAIL ZERO-SETBACK LOT LINE-NO SIDE LOT LINE EASEMENTS (SEE NOTE 2) APPROXIMATE FEMA FLOOD HAZARD ZONE AE BOUNDARY POIEMA SUBDIVISION (208) 288-2040 fax (208) 288-2557 MERIDIAN, ID 83642 231 E. 5TH ST., STE. A www.landsolutions.biz BOOK ____ , PAGE _____ SHEET 2 OF 4 Land Surveying and Consulting LEGEND LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 CLINTON W. HANSEN PLS 11118 PLASTIC CAP SET 5/8" REBAR WITH PLS 11118 FOUND ALUMINUM CAP MONUMENT SECTION LINE PLASTIC CAP SET 1/2" REBAR WITH PLS 11118 CENTER LINE OTHER EASEMENT LINE AS NOTED FOUND 5/8" REBAR AS NOTED SUBDIVISION BOUNDARY LINE LOT LINE LOT NUMBER SURVEY TIE LINE ADJACENT PROPERTY LINE ACHD STORM WATER DRAINAGE EASEMENT LINE, SEE NOTE 11 PERMANENT ACHD SIDEWALK EASEMENT LINE PER INSTRUMENT NO. ___________________ 25'100'50'0' SCALE: 1" = 50' PUBLIC UTILITY, PRESSURE IRRIGATION & LOT DRAINAGE EASEMENT LINE - SEE NOTES 1 & 2 ZERO-SETBACK LOT LINE-NO SIDE LOT LINE EASEMENTS (SEE NOTE 2) SEE CONTINUATION THIS SHEET SEE CONTINUATION THIS SHEETSEE SHEET 1 OF 4SEE SHEET 1 OF 4BLOCK 1 DETAIL APPROXIMATE FEMA FLOOD HAZARD ZONE AE BOUNDARY PROJECT SITEPOIEMA SUBDIVISIONS. CLOVERDALE ROAD E. LAKE HAZEL ROADS. EAGLE ROAD POIEMA SUBDIVISIONMERIDIAN, IDAHO - 2021Beginning of Vertical CurveCatch BasinCurb FaceCubic FootCenterlineClean-Out (Sewer)ConnectionConstruct, ConstructionCoordinateCubic YardDrop InletCable TelevisionDuctile Iron PipeEnd of CurveEnd of Curb ReturnEdge of GutterEngineer, EngineeringEdge of PavementElectric MeterBack of WalkDiameterDIAECREGEPEMELEVENGRElevationDWEAECDIPDWGEachDrivewayDrawingEastingCYCONNCONSTCOORDDBLCTVDoubleCBCFCLCOCONCBWConcreteLPOHPPCP.C.C.PCCPEPIRRPCVCLTMAINTMHNNO.MWISPWCIRRLBLFLIPGRHDPEHORIZHPINCLINVGMAbandonedAsphalt ConcreteAsbestos Cement PipeBeginning of CurveBeginning of Curb ReturnBench markAcrylonitrile - Butadiene - StyreneACPBCBKBMAHALTBCRBVCBackAheadAlternateACABSABANABANDAbandonFHFSFTGGALVGLGBGIRRFLESMTEVCFGEXISTGrade Line, Ground LineLow PointPortland Cement ConcretePoint of Compound CurvaturePoint of Compound Vertical CurvePressurized IrrigationOverhead PowerPoint of CurvatureMaintenancePolyethyleneMonitoring WellLeftManholeNorthingNumberHigh Density PolyethyleneIdaho Standards For PublicWorks ConstructionIron PipeLinear FootLengthPoundIrrigationGas MeterHorizontalHigh PointGradeIncludingInvertStationSTAStandardSquare YardTop of CurbTelephoneTransitionValve BoxVertical CurveWater MeterTopographyTOPOTRANSTYPVBVCVERTWMTypicalVerticalTCSTDSWSYTANTELSidewalkDimension RatioStorm DrainSeepage BedSanitary SewerSignal PoleSquare Foot (feet)Roof LineSPRKSSSFSPSECSectionRtRRSDSBRLRightSlopeRailroadEnd of Vertical CurveFire HydrantFlow LineFinished SurfaceGalvanizedGrade BreakGravity IrrigationFootingEasementFinished GradeExistingProperty linePoint on CurvePower PolePavementRight-of-WayPoint of Reverse CurvaturePounds per Square InchPoint of TangencyPolyvinyl ChloridePSIRPVCPVMTR/WPTRadiusPLPOCPRCPPRBRibbon CurbRCRoll CurbSTANDARD ABBREVIATIONSSTREET PLAN LEGENDTangentSprinklerStandard Thermoplastic PipeSand and Grease TrapSGSSDR1VICINITY MAPNOT TO SCALE2CONSTRUCTION SHEET INDEXSIPROPOSED 5' CONTOURBOUNDARY LINERIGHT-OF-WAY LINEPROPERTY LOT LINECENTERLINEPROPOSED 1' CONTOUREXISTING 5' CONTOUREXISTING 1' CONTOUR26452644DRAINAGE SWALEEXISTING EDGE OF PAVEMENT0+00.00CENTERLINE STATIONINGPROPOSED VERTICAL CURBEPEXISTING STREET SIGNPROPOSED STREET LIGHTPROPOSED ROLLED CURBEXISTING VERTICAL CURBEXISTING ROLLED CURBDIRECTION OF SURFACE FLOWPROPOSED TYPE II BARACADEPROPOSED TYPE III BARACADESEXISTING BARACADEDETACHEDATTACHEDPROPOSED PEDESTRIAN RAMPWITH ATTACHED SIDEWALKPROPOSED PEDESTRIAN RAMPWITH DETACHED SIDEWALKDETACHEDDETACHEDPROPOSED SAND AND GREASE TRAPEXISTING SAND AND GREASE TRAPPROPOSED SEEPAGE BED WITHMONITORING WELLSPROPOSED DROP INLETEXISTING DROP INLETPROPOSED STREET SIGNEXISTING STORM DRAIN LINE AND MANHOLEPROPOSED REVERSED VERTICAL CURBPROPOSED CONCRETE VALLEY GUTTERSDPROPOSED STORM DRAIN LINE AND MANHOLEPRESSURE IRRIGATION PLAN LEGENDPROPOSED GRAVITY IRRIGATION LINE AND BOXGRAVITY IRRIGATION PLAN LEGENDEXISTING GRAVITY IRRGATION LINE GIRRPROPOSED PRESSURE IRRIGATION LINE AND VALVEEXISTING PRESSURE IRRIGATION LINE AND SERVICE LINEPIRRPROPOSED CONCRETE THRUST BLOCKPROPOSED WATER LINE AND VALVEEXISTING WATER LINE AND VALVEWPROPOSED DOUBLE WATER METER SERVICE LINEPROPOSED SINGLE WATER METER SERVICE LINEEXISTING DOUBLE WATER METER SERVICE LINEEXISTING SINGLE WATER METER SERVICE LINEPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED CONCRETE THRUST BLOCKEXISTING CONCRETE THRUST BLOCKEXISTING PRESSURE IRRIGATION LINE AND VALVESEWER PLAN LEGENDSSSERVICE INVERT ELEVATIONSSPROPOSED SEWER LINE AND STATION10PROPOSED SANITARY SEWER LINE AND MANHOLESSPROPOSED SANITARY SEWER LINE AND SERVICESLSERVICE LENGTHSCSERVICE CONNECTIONEXISTING SEWER LINE AND MANHOLEEXISTING SEWER LINE AND SERVICESTREET AND STORM DRAIN PLAN LEGENDWATER PLAN LEGENDPROPOSED VERTICAL TO ROLLED CURBTRANSITION SECTIONSEWER PLAN AND PROFILE4BENCH MARK AND DATUM DATAC.100TITLE SHEET AND CONSTRUCTION NOTES1 2 OF 20C.200DATUM DATAHORIZONTAL: NAD 83 (ADJUSTED TO THE ADA COUNTY H.A.R.N SURVEY)VERTICAL: NAVD 88THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIALCONFORMANCE WITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OFPREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FORERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BEAPPROVED IN WRITING. NO VARIANCES WERE APPROVED FOR THE PROJECT.NOTEGENERAL CONSTRUCTION NOTES1.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLICWORKS 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 REQUIREMENTSOF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THECONTROLLING STANDARDS OR SPECIFICATIONS.2.THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE ORREADILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO ACURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATIONIS RESOLVED.3.THE CONTRACTOR SHALL HAVE PLANS STAMPED “APPROVED FOR CONSTRUCTION” BY THE CITY OF MERIDIAN ON SITE AT ALLTIMES.4.ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIORTO START OF WORK.5.CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK ISREQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.6.CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAYNOT OPEN OR CLOSE WATER VALVES.7.ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. ATTHE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALSINSTALLED 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 FORPIPE; (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 WORKSDEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THERESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVEDCONSTRUCTION PLANS.10.ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITINGPRIOR TO CONSTRUCTION.11.PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMITFROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROMTHE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER.12.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTORSHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMESALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG LINE AT 1-800-342-1585 PRIOR TO ANY EXCAVATION.ROADWAY NOTES1.ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAYCONSTRUCTION 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 TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE.3.ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC. AND THE ACHDSUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC. WILL BE ALLOWED UNLESSSPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY ACHD.4.ADA COUNTY HIGHWAY DISTRICT WILL INSPECT ALL WORK WITHIN THE RIGHT-OF-WAY, MERIDIAN PUBLIC WORKS WILL INSPECTPRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY.5.SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES.6.ADA COUNTY HIGHWAY DISTRICT WILL INSPECT AND APPROVE ALL STORM DRAINAGE IMPROVEMENTS. MERIDIAN PUBLIC WORKSWILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS, PARKING LOTS, AND OTHER PAVING IMPROVEMENTSOUTSIDE THE PUBLIC RIGHT-OF-WAY.7.PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB ANDGUTTER, VALLEY GUTTER, OR SIDEWALK IMPROVEMENTS.8.CONTACT ACHD INSPECTION SERVICES AT 387-6284 A MINIMUM OF 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.9.ACTUAL FIELD CONDITIONS DURING CONSTRUCTION MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ONTHE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 HIGHWAY CUTS OF THE ACHD POLICY MANUAL.1)ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDEANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS.2)IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONTRACTOR SHALLREPLACE THE ENTIRE ROADWAY SURFACE.3)CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OFA LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE.4)FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHDINSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR.5)ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.SEWER NOTES1.CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) ASWELL 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 ANDNON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALLBE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA58.01.08) 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 BEA MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSSWITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITHSECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER RULES (IDAPA 58.01.16).4.PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES ASTORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7 OF THE 2017 ACHDSTORMWATER DESIGN GUIDELINES.PRESSURE IRRIGATION NOTES1.THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE NEW YORK IRRIGATION DISTRICT.2.INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THEPRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT.WATER NOTES1.CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATERSYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFEREED TO IN GENERAL CONSTRUCTION NOTENO. 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 ANDNON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALLBE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA58.01.08) 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 BEA MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSSWITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITHSECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THEWASTEWATER 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 WATERTREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES), REFER TO DETAIL 7, SECTION 8200, OF THE 2017 ACHDSTORMWATER DESIGN GUIDELINES.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERSAFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THEPUBLIC WORKS INSPECTOR.NORTHCIVIL INNOVATIONSLOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 4,T. 2 N., R. 1 E., B.M., MERIDIAN, ADA COUNTY, IDAHOD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.100 (TITLE AND NOTE SHEET).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.100SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.4018 OF 20C.600C.6016 OF 20C.500STREET DETAILS3 OF 20C.201STREET PROFILES7 OF 20C.501C.7004 OF 20STORM DRAIN DETAILSC.701 5 OF 20C.40014 OF 20WATER PLAN15 OF 2012 OF 2013 OF 20E. LAKE HAZEL ROAD - IMPROVEMENT PLAN1 OF 20C.100TITLE SHEET AND CONSTRUCTION NOTESSTREET AND STORM DRAIN PLANC.202STREET PROFILESSEWER PLAN AND PROFILESEWER PLAN AND PROFILESC.702C.402WATER PLANIRRIGATION PLANIRRIGATION PLAN16 OF 2017 OF 2011 OF 2010 OF 2018 OF 2020 OF 20EXISTING STREET LIGHTC.203PIRRC.204SURVEYORLAND SOLUTIONS, PACONTACT: CLINT HANSEN, PLS231 E. 5TH STREET, STE. AMERIDIAN, ID 83642PHONE: (208) 288-2040EMAIL:CHANSEN@LANDSOLUTIONS.BIZENGINEERCIVIL INNOVATIONS, PLLCCONTACT: BEN THOMAS, PE1043 E. PARK BLVD., STE. 101BOISE, ID 83712PHONE: (208) 884-8181EMAIL: BEN@CIVIL-INNOVATIONS.COM3CONSTRUCTION CONTACT INFORMATIONSTREET AND STORM DRAIN PLANSTREET LIGHTING PLANC.800CALL 2 BUSINESS DAYS IN ADVANCE BEFOREYOU DIG, GRADE, OR EXCAVATE FOR THEMARKING OF UNDERGROUND UTILITIES.9 OF 20DEVELOPERDEVCO, LLCCONTACT: JIM CONGER4824 W. FAIRVIEW AVE.BOISE, ID 83706PHONE: (208) 336-5355EMAIL: JCONGER@CONGERGROUP.COMC.300GRADING PLANC.301GRADING PLANSTORM DRAIN DETAILSC.70319 OF 20STORM DRAIN DETAILS GIRRGIRRGIRRGIRRGIRRGIRRGIRRRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWX X X X X X XGIRR GIRRGIRRGIRRXXXXXHW HW HW HWHWHW EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBTOBTOBTOBTOBGIRRTOBTOB TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRREPEPEPEPEPEPEPEP E P EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC1BLOCK 215+0016+0017+0018+0019+0019+43270427072706270527052703270327042704270527062707270327042704270627052705270617+50.00, 17.00' L2704.50 EP/GB17+50.00, 0.00'2704.98 AC/GB2.8%17+00.00, 17.00' L2704.84 EP17+00.00, 0.00'2705.24 AC2.4%16+50.00, 17.00' L2705.17 EP16+50.00, 0.00'2705.63 AC2.7%16+00.00, 17.00' L2705.51 EP16+00.00, 0.00'2705.92 AC2.4%15+50.00, 0.00'2706.24 AC2.3%15+00.00, 0.00'2706.61 AC14+50.00, 0.00'2706.93 AC14+00.51, 17.00' L2706.85 EP/AP/GB14+00.51, 0.00'2707.19 AC15+50.00, 17.00' L2705.84 EP15+00.00, 17.00' L2706.18 EP14+50.00, 17.00' L2706.52 EP2.5%2.4%5514+01.05, 30.00' L2704.78 FL/HP14+01.13, 32.00' L2704.78 FL/HP2706.79 FG/GB14+01.13, 52.00' L2707.04 FS/HP14+01.13, 60.00' L2707.18 FS/HP2707.00 FG/GB14+01.13, 85.00' L2707.68 FG/HP32.0%32.0%32.0%32.0%32.0%32.0%2707.35 FG/GB2706.85 FS2706.71 FS2706.67 FG1.8%2.0%32.0%2707.02 FG/GB2706.52 FS2706.38 FS2706.34 FG1.8%2.0%32.0%2706.68 FG/GB2706.18 FS2706.04 FS2706.00 FG1.8%2.0%2706.35 FG/GB2705.85 FS2705.71 FS2705.67 FG1.8%2.0%2706.01 FG/GB2705.51 FS2705.37 FS2705.33 FG1.8%2.0%17+50.00, 50.00' L2704.66 FG/GB17+50.00, 52.00' L2704.70 FS/GB17+50.00, 60.00' L2704.84 FS/GB17+50.00, 85.00' L2705.34 FG/GB1.8%2.0%17+86.89, 32.00' L2702.37 FL/GB17+86.89, 30.00' L2702.37 FL/GB17+50.00, 32.00' L2702.44 FL/GB17+50.00, 30.00' L2702.44 FL/GB2704.44 EG2705.11 EG2704.78 EG2705.45 EG2705.78 EG2706.12 EG2706.46 EG2704.12 FL2704.12 FL2704.45 FL2704.45 FL2703.78 FL2703.78 FL2703.45 FL2703.45 FL2703.11 FL2703.11 FL2702.78 FL2702.78 FL20.0%12.3%20.0%12.3%20.0%12.3%20.0%12.3%20.0%12.3%20.0%12.3%20.0%12.3%20.0%12.3%0.7%2705.18 FS2705.04 FS2705.00 FG1.8%2705.68 FG/GB32%18+06.89, 85.00' L2705.22 FG/GB0.7%0.7%0.2%0.2%0.2%20.0%12.3%18+66.89, 30.00' L2702.20 FL/GB18+66.89, 32.00' L2702.20 FL/GB18+97.70, 30.00' L2702.14 FL/GB18+97.70, 32.00' L2702.14 FL/GB 20.0%12.3%12.1%7.6%6.6%18+26.89, 60.00' L=10+60.00, 0.0' R2704.68 FS2704.77 FS2704.63 FS2704.59 FG1.8%2704.56 FS1.8%2704.65 FS2704.51 FS2704.47 FG/GB2704.72 FS2704.66 FS2.0%2.0%11.3%1.5%1.7%2.0%0.5%1.5%1.5%1.8%1.7%1.5%0.6%1.4%1.4%2.1%2.1%18+26.89, 17.00' L2704.34 AC17+86.89, 17.00' L2704.43 EP/PC18+66.89, 17.00' L2704.26 EP/PC0.2%0.2%0.2%0.2%2704.37 EG2704.37 AC2704.31 AC2704.53 FG/GB2704.57 FS2704.52 FS2.0%6.4%1.8 %1.3%1.0%1.7%2704.22 FS2704.22 FS 18+26.89, 52.00' L=10+52.00, 0.0' R2704.54 FS18+16.89, 47.00' L2704.48 EP/PT/GB18+12.27, 31.00' L2704.12 EP/FL/GB18+41.51, 31.00' L2704.12 EP/FL/GB0.6%1.1%1.1%1.4%1.8%1 .0%0.5%18+26.89, 0.00'2704.73 AC18+00.00, 0.00'2704.80 AC17+86.89, 0.00'2704.84 AC2.4%2.3%2.2%18+50.00, 0.00'2704.66 AC18+41.51, 0.00'2704.69 AC2.4%2.0%2.1%6.2%6.9%11.7%2.2%2.1%1.7%19+31.08, 17.68' L(MATCH EXIST.)2704.14 EP19+31.08, 15.00' L(MATCH EXIST.)2704.20 AC18+66.89, 0.00'2704.61 AC18+97.73, 17.00' L2704.20 EP/AP/GB18+97.73, 15.00' L(MATCH EXIST.)2704.27 AC2704.20 EP18+97.73, 0.00'(MATCH EXIST.)2704.53 AC2.0%2.0%2.0%1.5%19+19.94, 31.45' L2704.18 FG/GB19+23.42, 20.52' L2704.09 EG/GB0.8%0.7%19+02.53, 52.00' L2704.39 FS/GB2704.60 FS2704.46 FS2704.42 FG1.8%19+02.53, 60.00' L2704.53 FS/GB2704.35 FG2704.36 FG1.8%19+04.16, 60.87' L2704.42 FS/GB0.7%0.4%6%8.7%2.1%11.6%19. 6 %18+26.89, 75.57' L=10+75.57, 0.0'R2704.60 FG/PC/GB18+20.05, 97.95' L=10+99.32, 0.0'R2704.30 FG/PT/GB270418+89.98, 87.31' L2704.64 FS/GB15.00'0.2%0.2%0.7%0.7%0.2%7.1%8.3%9.2%10.4%10.1%11.0%8.6%11.1%11.6%32%2705.10 FG/GB18+41.89, 85.00' L2705.15 FG/GB18+85.67, 85.00' L2705.06 FS/GB1.7%0.7%1.4%2704.20 EG2704.14 EG2704.14 EG27030.7%0.7%0.7%0.7%0.2%0.2%0.2%2704.74 FS2704.70 FS2704.64 FS52704.40 FS2704.54 FS18+16.89, 75.57' L2704.40 EG/PC/GB18+36.89, 75.57' L2704.40 EG/PC/GB18+11.76, 92.35' L2704.10 EG/PT/GB2.0%18+28.34, 103.54' L2704.10 EG/PT/GB2 . 0%10+0011+ 0 0 2.0%2.0%2.0%R=30'R=30'R=40'2 0 . 0 0 ' 1 0 . 0 0 ' 1 0 . 0 0 '18+36.89, 47.00' L2704.45 EP/PT/GBE. LAKE HAZEL ROAD11111117.00'33.00' 3.00'10.00'18.00'2' 35.00' 2'8.00'25.00'BORROW DITCH, TYPICALINSTALL BORROW DITCH WITH CONTINUOUSSAND TRENCH PER ACHD STORMWATERDESIGN GUIDELINES STD. DWG. DETAIL 05,SEE DETAIL ON DETAIL SHEET.132704.42 FS RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOEGIRRGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRGIRRTOBT O B TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRREPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEPEPEPEGEGEGEGEGEGHWHWHWHW SCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC1BLOCK 1210+0011+0012+0013+0014+0015+0010+0011+0027062707270527062704270727072707270627052705270627072707270627052705270615+00.00, 0.00'2706.61 AC14+50.00, 0.00'2706.93 AC14+00.00, 0.00'2707.20 AC13+50.00, 0.00'2707.25 AC13+00.00, 0.00'2707.19 AC12+00.00, 0.00'2706.76 AC12+00.00, 33.71' L2705.74 EP11+96.51, 36.00' L2705.72 FS11+98.83, 36.82' L2705.61 FL/EG14+00.00, 17.04' L2706.85 EP14+00.51, 17.00' L2706.85 EP/AP/GB2.0%14+00.51, 0.00'2707.19 AC15+00.00, 17.00' L2706.18 EP14+50.00, 17.00' L2706.52 EP13+50.00, 21.21' L2706.57 EP13+00.00, 25.38' L2706.29 EP12+50.00, 29.54' L2706.02 EP2.5%2.4%3.2%3.5%3.2%3.0%2.8%3.0%1.0%2705.72 FS1.0%1.0%1.0%1. 3%1.1%1.1%1.8%1.8 %1.5%1.3%2.0%2.0%2706.17 FL2706.29 FL2706.29 FL2706.17 FL10+98.51, 36.00' L2706.19 VC10+93.51, 36.00' L2705.72 FS2705.77 FS2705.72 FS10+91.11, 36.63' L2705.61 FL/EG10+50.00, 26.48' L2706.00 EP10+00.21, 17.87' L(MATCH EXIST.)2706.31 EP10+00.21, 14.40' L(MATCH EXIST.)2706.34 AC12+50.00, 0.00'2706.97 AC11+28.51, 66.96' L=10+66.96, 16.50'L2706.86 VC11+45.01, 66.00' L= 10+66.00, 0.00'R 2706.72 AC 11+30.51, 66.00' L= 10+66.00, 14.50'L 2706.43 LIP/PT/GB 11+28.51, 71.96' L=10+71.96, 16.50'L2706.68 RC2706.47 LIP 2706.44 LIP11+61.51, 66.63' L= 10+66.63, 16.50'R 2706.85 VC 11+59.51, 66.00' L= 10+66.00, 14.50'R 2706.43 LIP/PT/GB 665510+72.32, 41.50' L2703.78 FG/GB11+45.01, 0.00' L=10+00.00, 0.0'R2706.68 AC11+45.01, 14.40' L=10+14.40, 0.0'R2706.52 AC2706.09 FS11+45.01, 34.00' L=10+34.00, 0.0'R2706.24 AC/GB7112.0%6.7%11+91.51, 52.00' L2706.51 FS/GB11+91.51, 60.00' L2706.65 FS/GB1.8%2.0%11+91.51, 85.00' L2707.15 FG/GB1.8%12+80.97, 40.01' L2704.12 FL/GB12+81.13, 42.00' L2704.12 FL/GB2.9%20.0%32.2%20.1%20.1%14+01.05, 30.00' L2704.78 FL/HP14+01.13, 32.00' L2704.78 FL/HP2706.79 FG/GB14+01.13, 52.00' L2707.04 FS/HP14+01.13, 60.00' L2707.18 FS/HP1.8%2.0%2707.00 FG/GB14+01.13, 85.00' L2707.68 FG/HP32.0%32.0%32.0%32.0%2707.55 FG/GB2707.42 FG/GB2707.30 FG/GB2707.17 FG/GB2707.05 FS2706.91 FS2706.87 FG2706.92 FS2706.78 FS2706.74 FG2706.80 FS2706.66 FS2706.62 FG0.3%11+91.51, 50.00' L2706.47 FG/GB1.8%2.0%1.8%2.0%1.8%2.0%2.0%6.6%32.7%21.0%30.6%11.0%7.0%32.5%2.0%1.4%1.8%3.5%3.3%10+12.49, 31.16' L2704.16 FG/GB10+12.49, 41.50' L2704.16 FG/GB9.5%25.0%25.0%10+98.51, 50.00' L2706.47 FG/GB10+98.51, 52.00' L2706.51 FS/GB10+98.51, 60.00' L2706.65 FS/GB10+98.51, 85.00' L2707.15 FG/GB1.8%2.0%2.0%2707.31 FG/GB2706.81 FS2706.67 FS2706.63 FG1.8%2.0%10+03.34, 52.00' L2706.83 FS/GB10+03.34, 60.00' L2706.97 FS/GB1.8%2.0%10+03.34, 85.00' L2707.47 FG/GB10+03.34, 50.00' L2706.79 FG/GB32.0%2707.35 FG/GB2706.85 FS2706.71 FS2706.67 FG1.8%2.0%32.0%2707.02 FG/GB2706.52 FS2706.38 FS2706.34 FG1.8%2.0%2706.12 EG2706.46 EG2706.51 EG2706.23 EG2705.95 EG2705.70 EG/GB2704.12 FL2704.12 FL2704.45 FL2704.45 FL20.0%12.3%20.0%12.3%12.3%17.3%20.1%20.0%0.6%0.7%2707.67 FG/GB2707.18 FS2707.04 FS2707.00 FG2706.67 FS2706.53 FS2706.49 FG2.0%1.8%0.7%0.3%0.6%0.6%2706.12 EG0.6%0.6%0.7%0.7%1.1%0.3%0.3%0.3%0.3%0.3%0.3%0.7%11+91.51, 36.00' L2706.19 VC/PC/GB2705.77 FS/GB31.2%10.4%2705.00 FL/GB13.2%2705.00 FL/GB1111111111+00.00, 14.40' L2706.43 AC10+50.00, 14.40' L(MATCH EXIST.)2706.36 AC3.1%44BCR=30'BCR=30'E. LAKE HAZEL ROAD3.00'10.00'2'3.00'8.00'BORROW DITCH, TYPICALINSTALL BORROW DITCH WITH CONTINUOUSSAND TRENCH PER ACHD STORMWATERDESIGN GUIDELINES STD. DWG. DETAIL 05,SEE DETAIL ON DETAIL SHEET.2705.70 EG/GB0.6%0.6%0.6%0.6%D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.200 (E. LAKE HAZEL RD).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.200SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.200E. LAKE HAZEL ROAD - IMPROVEMENT PLAN2SCALE: 1" = 1E. LAKE HAZEL ROAD - IMPROVEMENT PLAN20' - 0" HORIZONTALHORIZONTAL SCALE IN FEET02040102030NORTHCIVIL INNOVATIONSCONSTRUCTION KEY NOTES14INSTALL 5' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, AND TACTILEWARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.11REMOVE EXISTING BARRICADES (IF APPLICABLE) AND SAWCUT 2 FEETMIN. OF EXISTING PAVEMENT. REFERENCE ISPWC SD-301 AND ACHDSUPPLEMENTAL SD-303 AND SD-806.INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWCSD-707, MODIFIED. SEE DETAIL ON DETAIL SHEET.7INSTALL CURB TERMINUS PER ISPWC SD-707.65INSTALL 8' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.CL ELEV.CL STA.10+03.342706.4810+50.00ELEV.2706.97SOUTH BW2706.572706.8110+98.512706.582706.6511+91.512706.732706.6512+00.002706.762706.6712+50.002706.972706.8011+50.002706.69NA13+00.002707.202706.9211+00.002706.592706.66E. LAKE HAZEL RD. SIDEWALK ELEVATION TABLECL ELEV.CL STA.ELEV.WEST BW13+50.002707.262707.0514+00.002707.212707.1814+01.132707.202707.1814+50.002706.932706.8515+50.002706.252706.1816+00.002705.932705.8516+50.002705.632705.5115+00.002706.612706.52NOTE: SIDEWALK ELEVATIONS SHALL BEA MAX. OF ±0.5 FEET FROM CENTERLINEELEVATION OF E. LAKE HAZEL RD.MATCHLINESEE ABOVE MATCHLINE SEE BELOW17+00.002705.252705.18CL ELEV.CL STA.ELEV.WEST BW17+50.002704.992704.8418+00.002704.822704.7418+50.002704.682704.6419+00.002704.542704.5419+02.532704.542704.53SEE SHEET C.201 FOR CONTINUATIONSEE SHEET C.201 FOR CONTINUATIONINSTALL REMOVABLE BOLLARDS.13 GIRRGIRRGIRRGIRRGIRRGIRRRWTRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XX X X X X XXX X XXXXXX XX XXX X X X XX X X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX BOISE RANCH GOLF COURSEGIRRAPN:S1404212550XXXXXXXXXXHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHW HWHWHWHWHWEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOB TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBFEMA:ZONE XFEMA:ZONE APIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRREPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGSDEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 123456789101112131415161718192021222324BLOCK 1BLOCK 143444546484950515254BLOCK 1473BLOCK 2P IRR PIRRPIRRPIRR10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+431 2+ 1 3 . 1 6 2 7 0 9 . 8 0 RC 1 2+ 4 8 . 0 02709.66 RC /BVC11+85.502707.63 VC/PC/GB11+85.502707.42 RC/PC/GB11+84.002707.41 RC11+84.002707.62 VC11+81.272707.39 RC11+49.262707.18 RC11+17.262706.97 RC10+85.002706.76 RC12+15.702707.62 RC12+34.922707.74 RC/PRC/GB12+48.502707.83 RC12+78.292708.03 RC12+87.892708.09 RC/PT/GB12+34.922707.53 LIP/PRC/GB12+31.282707.93 VC/GB12+71.872708.20 VC/GB10+66.002706.43 LIP/PT/GB10+66.002706.72 AC/GB10+66.962706.86 VC10+66.002706.43 LIP/PT/GB10+71.962706.68 RC10+66.632706.85 VCSTORM DRAIN POND NO. 1SEE SHEET C.701 FOR DETAILSACHD STORM DRAINEASEMENT13+09.542708.21 RC13+41.542708.38 RC13+73.542708.55 RC14+05.542708.72 RC14+37.542708.90 RC14+69.542709.07 RC15+01.542709.24 RC/HP15+33.542709.11 RCSEE SHEET C.200 FORE. LAKE HAZEL ROADIMPROVEMENT PLAN12+87.892708.30 VC/PT/GB14+95.032709.41 VC/GB15+01.032708.97 FL15+01.542708.97 FL/HP15+32.042709.33 VC/GB15+01.542709.03 LIP/HP15+26.042708.87 FL15+57.612709.22 VC15+65.542708.98 RC/LP15+94.672709.13 RC15+65.542709.19 VC/LP17+00.132710.00 RC/PT/GB17+00.132710.00 RCINTERSECTION GRADING DETAIL(TRAFFIC CALMING)SEE DETAIL ON SHEET C.20217+25.542710.10 RC17+57.542710.23 RC17+89.542710.36 RC17+72.132710.29 RC17+84.222710.34 RC1 2+ 5 4 . 1 727 0 9 . 6 4 RC / LP 1 0+ 0 0 1 1+ 0 0 2 . 0% 1 1+ 3 1 . 0 52710.30 RB2710.14 RB 1 1+ 0 8 . 0 5 2 7 1 0 . 4 0 RB 1 0+ 8 5 . 0 52710.49 RB 1 0+ 6 2 . 0 52710.59 RB /GB 1 0+ 2 5 . 3 92710.74 RB /GB 1 0+ 2 0 . 0 62710.77 F S 1 2+ 5 7 . 4 4 2 7 1 0 . 8 0 RC /P T /GB 1 1+ 7 6 . 1 6 2 7 0 9 . 9 6 RC 1 1+ 5 3 . 1 62710.06 RC 1 1+ 3 0 . 1 62710.15 RC 1 1+ 0 7 . 1 6 2 7 1 0 . 25 RC10+62.052710.44 RC/GB10+29.592710.82 RC/GB10+24.592710.66 FS1.2%1 0+ 6 2 . 0 5 2 7 1 0 . 39 AC /GB10+21.972710.71 FS10+0011+0012+0013+0014+0015+0016+0017+0018+001.2%0.4%1 3+ 3 6 . 2 6 , 1 6 . 5 0 ' L END CONS T . (MA TCH E X I S T ING )2711.12 RC 1 3+ 3 6 . 2 6 , 1 6 . 5 0 ' R END CONS T . (MA TCH E X I S T ING )2711.33 VC10+52.732710.13 VC/PT/GB10+52.732709.92 RC/PC/GB11+51.522710.32 RC/PC/GB11+51.522710.53 VC/PC/GB1 3+ 0 0 . 7 6271 1 . 1 9 VC /GB 1 2+ 9 3 . 7 6 2 7 1 0 . 6 8 F L 12+37.212707.49 FL12+64.332707.67 FLDI 1ADI 1BSDMH 1ES 1AES 1B DI 2ASDMH 2ES 2ADI 2B15+94.672709.34 VC/PC/GBES 2BE. LAKE HAZEL ROAD16.50'16.50'47.00'16.50'16.50'47.00'16.50'16.50' 47.00'SEE SHEET C.200 FORE. LAKE HAZEL ROADIMPROVEMENT PLAN10+75.572704.40 EG/PC/GB10+75.572704.40 EG/PC/GB10+60.002704.66 FS/EG10+60.002704.70 FS/EG10+60.002704.68 FS/EG10+99.322704.10 EG/PT/LP10+99.322704.10 EG/PT/LP10+99.322704.30 FG/PT/LP0.5%1.3%2.0%1.7%1 6+ 4 0 . 3 427 0 6 . 5 4 EG /PC /BVC 1 6+ 4 0 . 3 42706.54 EG /PC /BVC 1 6+ 9 0 . 3 4 2 7 0 7 . 77 EG / EVC 1 6+ 9 0 . 3 4270 7 . 7 7 EG / EVC 1 7+ 6 4 . 1 52710.20 EP / EG /P T / EVC 1 7+ 6 4 . 1 527 1 0 . 2 0 EP / EG /P T / EVC 1 7+ 0 2 . 2 2 2 7 0 8 . 3 0 EG /PRC /GB 1 7+ 0 2 . 2 2 2 7 0 8 . 3 0 EG /PRC /GB 1 7+ 1 4 . 1 5270 8 . 8 3 EG /BVC 1 7+ 1 4 . 1 5 2 7 0 8 . 8 3 EG /BVC 1 2+ 3 5 . 3 02710.91 VC 1 2+ 5 8 . 7 62710.5 4 F L 1 2+ 5 7 . 4 427 1 0 . 5 9 L IP /P T /GB 1 7+ 8 4 . 1 52710.49 EP /PC /GB 1 7+ 9 6 . 1 5 , 1 2 . 5 0 ' L2710.66 EP / F S 1 7+ 8 4 . 1 52710.54 EP /P T /GB 1 7+ 9 6 . 1 52710.76 EP / F S 70.00'6 0 . 0 0 ' 10+00 11+0012+0013+00R=3 0 'R=3 0 ' 2 0 . 0 0 ' 1 0 ' 20.00'10'10+75.572704.60 FG/PC/GB1.0%2 . 0% 2 . 0% 2.0%2.0%2.0%2.0% 1 8+ 1 7 . 6 5 10+0011+0012+0013+0014+ 0 0 1 5+ 0 0 1 6+ 0 0 1 7+ 0 0 1 8+ 0 0 2.0%2.0%R=300'R=300'R=30'1.7%E. DITMARS DR.S. ASTORIA PL.20' WIDE GRAVEL ACCESS ROADSEE DETAIL SHEET FOR DETAILSPOND NO. 1STORM DRAIN POND NO. 2SEE SHEET C.702 FOR DETAILSACHD STORM DRAINEASEMENTS. ASTORIA AVE.FIRE ACCESS ROAD11555744448810 99111111R=30', TYP.4441 3+ 2 7 . 4 72711.08 RC 2 0 . 0 0 ' 1 0 '13121.5%1.0%1.7%866PRIVATE ALLEY1 2+ 5 2 . 2 5 2 7 1 0 . 9 9 VC /GBD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.201 (STREET AND STORM DRAIN PLAN).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.201SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.201STREET AND STORM DRAIN PLAN3 SCALE: 1" = 1STREET AND STORM DRAIN PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060DI 1ACLSTA. 11+84.00, 16.50' LT, S. ASTORIA AVE.DROP INLET, ACHD SupplementalDrawing SD-604A, TYPE IVTOP OF CURB = 2707.4112" INV OUT (W) = 2704.16INSTALL 29.34 LF 12" PVC (C-900) @ 0.34% TO DI 1BQ(25) = 0.73 cfsQ(100) = 1.01 cfs2STREET AND STORM DRAIN DATASTORM DRAIN POND NO. 1ES 1AEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2704.00NORTHCIVIL INNOVATIONSSDMH 1CLSTA. 11+87.63, 26.01' RT, S. ASTORIA AVE.SHALLOW MANHOLE TYPE 1, ISPWC DWG. SD-615ARIM = 2707.19 (MATCH FINISHED GRADE)12" INV IN (E) = 2704.0312" INV OUT (W) = 2704.03 (FOREBAY)12" INV OUT (N) = 2704.69 (OVERFLOW TO PRIMARY)SUMP ELEV = 2702.03INSTALL 9.96 LF 12" PVC (SDR-35) @ 0.30% TO ES 1A (FOREBAY)INSTALL 18.68 LF 12" PVC (SDR-35) @ 6.37% TO ES 1B (PRIMARY)DI 1BCLSTA. 11+84.00, 16.50' RT, S. ASTORIA AVE.DROP INLET, ACHD SupplementalDrawing SD-601, TYPE ITOP OF CURB = 2707.6212" INV IN (E) = 2704.0612" INV OUT (W) = 2704.06INSTALL 9.01 LF 12" PVC (SDR-35) @ 0.33% TO SDMH 1Q(25) = 0.22 cfsQ(100) = 0.31 cfsDI 2ACLSTA. 15+65.54, 16.50' LT, S. ASTORIA AVE.DROP INLET, ACHD SupplementalDrawing SD-604A, TYPE IVTOP OF CURB = 2708.9812" INV OUT (W) = 2705.98INSTALL 29.32 LF 12" PVC (C-900) @ 0.31% TO DI 2BQ(25) = 1.53 cfsQ(100) = 2.13 cfs3STREET AND STORM DRAIN DATASTORM DRAIN POND NO. 2SDMH 2CLSTA. 15+65.54, 28.50' RT, S. ASTORIA AVE.SHALLOW MANHOLE TYPE 1, ISPWC DWG. SD-615ARIM = 2709.10 (MATCH FINISHED GRADE)12" INV IN (E) = 2705.7812" INV OUT (S) = 2705.78 (FOREBAY)12" INV OUT (W) = 2706.60 (OVERFLOW TO PRIMARY)SUMP ELEV = 2703.78INSTALL 27.16 LF 12" PVC (SDR-35) @ 1.03% TO ES 2A (FOREBAY)INSTALL 38.61 LF 12" PVC (SDR-35) @ 4.14% TO ES 2B (PRIMARY)DI 2BCLSTA. 15+65.54, 16.50' RT, S. ASTORIA AVE.DROP INLET, ACHD SupplementalDrawing SD-601, TYPE ITOP OF CURB = 2709.1912" INV IN (E) = 2705.8912" INV OUT (W) = 2705.89INSTALL 10.67 LF 12" PVC (SDR-35) @ 1.03% TO SDMH 2Q(25) = 1.21 cfsQ(100) = 1.69 cfsMATCH LINE - SEE SHEET C.202MATCH LINE - SEE SHEET C.202ES 1BEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2703.50ES 2AEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2705.50ES 2BEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2705.00CONSTRUCTION KEY NOTESINSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708.INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGEALUM. WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132AINSTALL TYPE III BARRICADE AND SIGN "STREET TO BE EXTENDED IN THEFUTURE" AND THICKENED EDGE ALUMINUM WITH STRIPED DECALSDECALS PER ACHD SUPPLEMENTAL SD-1132B.1394INSTALL 5' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, AND TACTILEWARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.1110REMOVE EXISTING BARRICADES (IF APPLICABLE) AND SAWCUT 2 FEETMIN. OF EXISTING PAVEMENT. REFERENCE ISPWC SD-301 AND ACHDSUPPLEMENTAL SD-303 AND SD-806.INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWCSD-707, MODIFIED. SEE DETAIL ON DETAIL SHEET.72INSTALL PEDESTRIAN RAMP TYPE "H1" PER ACHD SUPPLEMENTAL SD-712H,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.INSTALL CURB TERMINUS PER ISPWC SD-707.65INSTALL 8' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHDSUPPLEMENTAL SD-710B (6" THICK CONCRETE - SEE NOTE E).8INSTALL REMOVABLE BOLLARDS.13INSTALL CURBSIDE MAIL BOX STAND PER ACHD SUPPLEMENTAL SD-709A.12 HGHGHGHGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XX X X X X X XXXXX XX X X XXX XX XX XX X X X X XXXXXX X HWHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW1 0 0 ' W ID E PR E SCR I P T I V E EA S EM EN T FEMA:ZONE XFEMA:ZONE APIRR P IRR PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRSDEPEPEGEGEGEGEGEGEGEG16171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2P IRR PIRRPIRRPIRRPIRRPIRR1 2+ 1 3 . 1 62709.80 RC 1 2+ 7 3 . 8 0 2 7 0 9 . 9 2 RB 1 2+ 4 8 . 0 0 2 7 0 9 . 66 RC /BVC 1 2+ 5 4 . 1 72709.79 RB / LP 27 1 1 15+65.542708.98 RC/LP15+94.672709.13 RC15+65.542709.19 VC/LP17+00.132710.00 RC/PT/GB17+00.132710.00 RCINTERSECTION GRADING DETAIL(TRAFFIC CALMING)SEE DETAIL ON SHEET C.20217+25.542710.10 RC17+57.542710.23 RC17+89.542710.36 RC18+21.542710.49 RC18+53.542710.62 RC18+85.542710.74 RC19+46.63, 17.47' L2711.01 RC19+16.792710.87 RC/GB19+17.54, 16.50' L2710.87 RC19+67.06, 29.40' L2711.14 RC19+68.64, 31.12' L2711.15 RC/PT/GB17+72.132710.29 RC17+84.222710.34 RC1 2+ 9 8 . 0 02710.45 RB / EVC 1 2+ 5 0 . 8 02709.80 RB 1 2+ 5 4 . 1 72709.64 RC / LP 12+98.00 2710.30 RC/EVC 1 2+ 4 8 . 0 0 2 7 0 9 . 8 1 RB /BVC 13+09.73 2710.65 RC/GB 19+16.792710.87 RC/PC/GB1 3+ 0 9 . 7 32710.80 RB /GB 1 9+ 3 6 . 7 4 , 3 5 . 0 3 ' R27 1 1 . 0 1 RC /PRC /GB 2 0+ 0 8 . 8 2 , 4 6 . 7 1 ' R 2 7 1 1 . 2 1 RC 2 0+ 4 5 . 7 5 , 0 . 0 0 '2711.71 RC /HP 1 9+ 9 7 . 7 5 , 0 . 0 0 ' 2 7 1 2 . 0 0 AC /P T /GB19+38.16, 0.00'2711.23 AC/PC/GB1 3+ 7 1 . 9 3 1 0+ 0 0 1 1+ 0 0 1 2+ 0 0 1 3+ 0 019+88.94, 51.50' L2711.41 FS19+90.18, 55.78' L2711.71 RC20+20.70, 152.24' L2712.14 RC20+22.55, 156.88' L2711.95 FS19+74.70, 42.89' L2711.30 FS/RB19+82.79, 67.17' L2711.86 RB/GB19+80.87, 61.92' L2711.73 RB/PT/GB19+82.08, 48.28' L2711.36 FS19+84.45, 55.62' L2711.53 FS/PT19+78.32, 54.89' L2711.56 RB19+87.11, 81.78' L2711.93 RB19+94.60, 121.89' L2712.12 RB20+03.97, 164.28' L2712.31 RB0.4%0.4% 0.8% 0.4 %2.6%2.3%1.1%3.3%1.3%2.0%2.0%13+24.46 2711.09 RC/GB2.8%3.0%0.4% 0.4%2.0%2.0%1 3+ 2 8 . 0 4 2 7 1 1 . 1 0 F S 2 . 0% 2 . 0% 2 . 0% 2 . 0% 2 . 0% 1 2+ 2 7 . 8 0 2 7 0 9 . 8 9 RB 1 2+ 0 4 . 8 0 2 7 0 9 . 9 9 RB 1 1+ 3 1 . 0 5 2 7 1 0 . 3 0 RB 1 1+ 6 7 . 9 3 2 7 1 0 . 14 RB 1 1+ 0 8 . 0 52710.40 RB 1 0+ 8 5 . 0 52710.49 RB 1 0+ 6 2 . 0 5 2 7 1 0 . 5 9 RB /GB 1 0+ 2 5 . 3 92710.74 RB /GB 1 0+ 2 0 . 0 6 2 7 1 0 . 7 7 F S 1 2+ 5 7 . 4 42710.80 RC /P T /GB 1 1+ 7 6 . 1 62709.96 RC 1 1+ 5 3 . 1 62710.06 RC 1 1+ 3 0 . 1 6 2 7 1 0 . 1 5 RC 1 1+ 0 7 . 1 62710.25 RC10+62.052710.44 RC/GB10+29.592710.82 RC/GB10+24.592710.66 FS1.2%1 0+ 6 2 . 0 5 2 7 1 0 . 39 AC /GB10+21.972710.71 FS1 3+ 1 8 . 3 527 1 1 . 0 4 RB /GB 13+29.46 2711.03 FS20+52.7516+0017+0018+0019+0020+001 3+ 2 3 . 3 5 2 7 1 1 . 1 7 F S 1.2%0.4%1 3+ 3 6 . 2 6 , 1 6 . 5 0 ' L END CONS T . (MA TCH E X IS T ING ) 2 7 1 1 . 12 RC 1 3+ 3 6 . 2 6 , 1 6 . 5 0 ' R END CONS T . (MA TCH E X I S T ING )2711.33 VCDI 3SDMH 3ES 3BES 3APRIVATE STORM DRAINPOND NO. 3SEE SHEET C.703 FOR DETAILS10+52.732710.13 VC/PT/GB10+52.732709.92 RC/PC/GB11+51.522710.32 RC/PC/GB11+51.522710.53 VC/PC/GB1 3+ 0 0 . 7 62711.19 VC /GB 1 2+ 9 3 . 7 62710.68 F L DI 2ASDMH 2ES 2ADI 2B15+94.672709.34 VC/PC/GBES 2B16.50'16.50'47.00'16.50'16.50' 47.00' 1 6+ 4 0 . 3 42706.54 EG /PC /BVC 1 6+ 9 0 . 3 42707.77 EG /EVC 1 7+ 6 4 . 1 5 2 7 1 0 . 2 0 EP / EG /P T / EVC 1 7+ 6 4 . 1 52710.20 EP /EG /P T / EVC 1 7+ 0 2 . 2 2 2 7 0 8 . 3 0 EG /PRC /GB 1 7+ 1 4 . 1 52708.83 EG /BVC 1 7+ 1 4 . 1 52708.83 EG /BVC 1 2+ 3 5 . 3 027 1 0 . 9 1 VC 1 2+ 5 8 . 7 6271 0 . 5 4 F L 1 2+ 5 7 . 4 4 2 7 1 0 . 5 9 L IP /P T /GB 1 7+ 8 4 . 1 527 1 0 . 4 9 EP /PC /GB 1 7+ 9 6 . 1 5 , 1 2 . 5 0 ' L 2 7 1 0 . 66 EP / F S 1 7+ 8 4 . 1 5 2 7 1 0 . 5 4 EP /P T /GB 1 7+ 9 6 . 1 527 1 0 . 7 6 EP / FS 70.00'6 0 . 0 0 ' 10+00 11+0012+0013+00R=3 0 'R=3 0 ' 2 0 . 0 0 ' 1 0 ' 2 . 0% 1 8+ 1 7 . 6 5 1 7+ 0 0 1 8+ 0 0 R=300'R=300'E. DITMARS DR.S. ASTORIA PL.STORM DRAIN POND NO. 2SEE SHEET C.702 FOR DETAILSACHD STORM DRAINEASEMENT4446109920' WIDE PAVED DRIVEWAYSEE DETAIL SHEET FOR DETAILS44 41 3+ 2 7 . 4 7 2 7 1 1 . 0 8 RC 2 0 . 0 0 ' 1 0 '1.5%1.0%1.7%8 PRIVATE ALLEY1 2+ 5 2 . 2 5271 0 . 9 9 VC /GBSDSDSDSDSD16+0017+0010+00 15+33.542709.11 RC15+32.042709.33 VC/GB15+57.612709.22 VC15+65.542708.98 RC/LP15+94.672709.13 RC15+65.542709.19 VC/LP17+00.132710.00 RC/PT/GB17+00.132710.00 RC/GB17+25.542710.10 RC10+52.732710.13 VC/PT/GB10+52.732709.92 RC/PC/GBDI 2ASDMH 2ES 2ADI 2BES 2BE. DITMARS DR.16+87.692709.93 RC/PRC/GB16+79.402709.88 RC/GB10+40.292709.84 RC/PRC/GB2.0%2.0%2.0%2.0%2.0%15+26.042708.87 FL0.5%2.0%2.0%15+94.672709.21 AC16+04.64, 16.50' L2709.18 RC/PC/GB15+97.392709.14 RC0.5%0.5%0.5%0.4%1.0%16+93.542709.93 RC16+61.542709.61 RC16+16.22, 14.17' L2709.28 RC/PRC/GB16+27.04, 10.00' L2709.17 LIP/PT/GB16+32.04, 10.00' L2709.20 LIP/PC/GB16+42.85, 14.17' L2709.48 RC/PRC/GB16+54.44, 16.50' L2709.54 RC/PT/GB0.5%0.5%10+52.732710.00 AC/GB16+32.042709.40 AC/GB10+32.00, 10.00' R2709.46 LIP/PT/GB1.2%1.2%1.1%1.0%0.5%0.5%10+16.502709.34 VC/PC/GB0.9%0.9%1.0%1.0%0.4%0.4%1.9%1.7%1.4%0.7%0.6%0.6%2.2%2.6%1.0%2.0%2.0%BCR=20'BCR=30'BCR=30'BCR=30'BCR=20'BCR=30'10+32.002709.57 LIP/PT/GB16+65.26, 17.86' R2709.96 RC/HP10+40.29, 13.80' R2709.99 VC/PRC/GB16+07.11, 13.80' R2709.45 VC/PRC/GB16+15.40, 10.00' R2709.11 LIP/PT/GB0.5%1.1%0.6%0.5%1.0%1.0%4448112216+27.54, 11.17' L2709.12 FL16+31.54, 11.17' L2709.14 FL44432.0%1.0%1.9%2.6%2.0%2.7%16+79.40, 10.00' R2709.67 LIP/PT/GBD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.201 (STREET AND STORM DRAIN PLAN).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.202SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.202STREET AND STORM DRAIN PLAN4 SCALE: 1" = 1STREET AND STORM DRAIN PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONS3INTERSECTION GRADING DETAILSCALE: 1"=20'MATCH LINE - SEE SHEET C.201MATCH LINE - SEE SHEET C.201DI 3CLSTA. 12+54.17, 10.00' LT, PRIVATE ALLEYDROP INLET, ACHD SupplementalDrawing SD-604A, TYPE IVTOP OF CURB = 2709.6412" INV OUT (E) = 2706.64INSTALL 2.00 LF 12" PVC (SDR-35) @ 0.50% TO SDMH 3Q(25) = 0.96 cfsQ(100) = 1.34 cfs2STREET AND STORM DRAIN DATAPRIVATE STORM DRAIN POND NO. 3SDMH 3CLSTA. 12+54.17, 13.33' LT, PRIVATE ALLEYSHALLOW MANHOLE TYPE 1, ISPWC DWG. SD-615ARIM = 2709.38 (MATCH FINISHED GRADE)12" INV IN (W) = 2706.6312" INV OUT (SE) = 2706.63 (FOREBAY)12" INV OUT (NE) = 2706.88 (OVERFLOW TO PRIMARY)SUMP ELEV = 2704.63INSTALL 18.54 LF 12" PVC (SDR-35) @ 0.70% TO ES 3A (FOREBAY)INSTALL 12.91 LF 12" PVC (SDR-35) @ 6.82% TO ES 3B (PRIMARY)ES 3AEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2706.50ES 3BEND SECTION WITH RIP-RAP. SEE DETAIL ON DETAIL SHEET.12" INV = 2706.00CONSTRUCTION KEY NOTESINSTALL 4' WIDE VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708.INSTALL TYPE II BARRICADE WITH KICK PLATE AND THICKENED EDGEALUM. WITH STRIPED DECALS PER ACHD SUPPLEMENTAL SD-1132AINSTALL TYPE III BARRICADE AND SIGN "STREET TO BE EXTENDED IN THEFUTURE" AND THICKENED EDGE ALUMINUM WITH STRIPED DECALSDECALS PER ACHD SUPPLEMENTAL SD-1132B.1394INSTALL 5' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A, AND TACTILEWARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.1110REMOVE EXISTING BARRICADES (IF APPLICABLE) AND SAWCUT 2 FEETMIN. OF EXISTING PAVEMENT. REFERENCE ISPWC SD-301 AND ACHDSUPPLEMENTAL SD-303 AND SD-806.INSTALL VERTICAL TO ROLLED CURB TRANSITION SECTION PER ISPWCSD-707, MODIFIED. SEE DETAIL ON DETAIL SHEET.72INSTALL PEDESTRIAN RAMP TYPE "H1" PER ACHD SUPPLEMENTAL SD-712H,AND TACTILE WARNING SURFACE PER ACHD SUPPLEMENTAL SD-712.INSTALL CURB TERMINUS PER ISPWC SD-707.65INSTALL 8' WIDE SIDEWALK PER ACHD SUPPLEMENTAL SD-709.INSTALL CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHDSUPPLEMENTAL SD-710B (6" THICK CONCRETE - SEE NOTE E).8INSTALL REMOVABLE BOLLARDS.13INSTALL CURBSIDE MAIL BOX STAND PER ACHD SUPPLEMENTAL SD-709A.12 S. ASTORIA AVE. AND S. ASTORIA PL. PROFILE27002705271027152720270027052710271527209+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+752706.682706.682705.142706.482705.282706.942705.322707.272705.592707.602705.912707.922706.212708.24 2706.64 2708.50 2706.81 2708.77 2706.67 2709.04 2706.90 2709.31 2707.17 2709.12 2707.43 2709.24 2707.63 2709.58 2708.01 2710.08 2708.30 2710.28 2708.67 2710.48 2708.81 2710.68 2708.99 2710.88 2709.09 2711.38 2709.13 2711.98 2709.33 1.09%1.42%1.50%0.40%0.41%1.14%0.65%0.54%0.51%1.00%1.30%PC: 11+85.50PC: 19+38.16 PT: 12+87.89 PT: 19+97.75 PRC: 12+34.92 ELEV = 2706.68STA = 10+00.00 - E. LAKE HAZEL ROADSTA = 10+14.40ELEV = 2706.52SAWCUT LINE(MATCH EXIST)STA = 12+34.92ELEV = 2707.82STA = 11+85.50ELEV = 2707.50STA = 10+34.00 - GRADE BREAKELEV = 2706.24STA = 10+66.00 - GRADE BREAKELEV = 2706.72STA = 12+87.89 - GRADE BREAKELEV = 2708.17 ELEV = 2709.55 STA = 16+47.40 - E. DITMARS DR. STA = 19+16.79 - GRADE BREAK ELEV = 2710.95 STA = 19+38.16 ELEV = 2711.23 STA = 20+43.75 - GRADE BREAK ELEV = 2711.50 - LIP OF CURB STA = 19+97.75 ELEV = 2712.00 (CENTER CUL-DE-SAC) STA = 17+00.13 - GRADE BREAK ELEV = 2710.08 STA = 16+32.04 - GRADE BREAK ELEV = 2709.40EXISTING GROUNDAT CENTERLINEFINISHED GRADEAT CENTERLINESTA = 15+65.54 - LOW POINT ELEV = 2709.06 STA = 15+01.54 - HIGH POINT ELEV = 2709.3212" SD (C-900)12" SD (C-900)6" PIRR (12" SLEEVE)E. LAKE HAZEL ROAD PROFILE27002705271027152720270027052710271527209+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+002706.47 2706.56 2706.00 2706.58 2705.79 2706.69 2706.19 2706.76 2705.74 2706.97 2706.02 2707.19 2706.29 2707.25 2706.57 2707.20 2706.85 2706.93 2706.52 2706.61 2706.18 2706.24 2705.84 2705.92 2705.51 2705.63 2705.17 2705.242704.842704.982704.502704.802704.402704.662704.302704.542704.20 0.67%0.19%1.01%1.00%0.63%1.00%1.01%0.55%0.20%PI: 11+45.01 STA = 14+00.51 17.0'L - HIGH POINT ELEV = 2706.85 STA = 19+31.08, 17.68'LELEV = 2704.14(MATCH EXIST.)STA = 18+66.89, 17.0'LELEV = 2704.26STA = 17+86.89, 17.0'LELEV = 2704.43 STA = 10+00.21, 17.87'L ELEV = 2706.31 (MATCH EXIST)EXISTING GROUNDAT CENTERLINEFINISHED GRADE AT SOUTHEDGE OF PAVEMENTSTA = 17+50.00, 17.0'L - GRADE BREAKELEV = 2704.50STA = 18+97.73, 17.0'L - GRADE BREAKELEV = 2704.20 STA = 11+96.51, 34.0'L - GRADE BREAK ELEV = 2705.72 STA = 11+91.51, 34.0'L - GRADE BREAK ELEV = 2705.77 STA = 10+98.51, 34.0'L - GRADE BREAK ELEV = 2705.77 STA = 10+93.51, 34.0'L - GRADE BREAK ELEV = 2705.72 STA = 11+45.01, 34.0'L - GRADE BREAK ELEV = 2706.24D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.203 (STREET PROFILES).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.203SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824C.203STREET PROFILES5 PRIVATE ALLEY PROFILE27052710271527202725270527102715272027259+5010+0011+0012+0013+0014+002709.25 2707.82 2710.49 2708.59 2710.23 2707.73 2710.02 2708.12 2709.81 2708.42 2709.60 2708.81 2710.31 2708.97 0.81%0.42%2.99%2.71%PVI STA: 12+73.00PVI ELEV: 2709.50K: 14.63LVC: 50.00BVCS: 12+48.00 BVCE: 2709.61 EVCS: 12+98.00 EVCE: 2710.25LOW PT.STA: 12+54.17LOW PT.ELEV: 2709.59FINISHED GRADEAT CENTERLINEEXISTING GROUNDAT CENTERLINESTA = 13+09.73 - GRADE BREAK ELEV = 2710.60 STA = 10+62.05 - GRADE BREAK ELEV = 2710.39 STA = 12+54.17 ELEV = 2709.59 STA = 10+21.97 - HIGH POINT BW ELEV = 2710.71 STA = 13+28.04 - HIGH POINT BW ELEV = 2711.104" PIRRFIRE ACCESS ROAD PROFILE27002705271027152720270027052710271527209+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+502704.732704.732707.402704.532703.672704.302703.892704.532704.002704.75 2704.01 2704.98 2704.23 2705.20 2704.45 2705.43 2704.62 2705.65 2704.94 2705.88 2705.46 2706.11 2705.59 2706.33 2705.82 2706.56 2709.31 2706.82 2710.77 2708.40 2712.06 2710.19 2710.20 2.26%1.75%0.57%4.47%0.45%0.54%1.26%0.98%PVI STA: 16+65.34PVI ELEV: 2706.85K: 12.44LVC: 50.00BVCS: 16+40.34 BVCE: 2706.74 EVCS: 16+90.34 EVCE: 2707.97 PVI STA: 17+39.15PVI ELEV: 2710.15K: 14.34LVC: 50.00BVCS: 17+14.15 BVCE: 2709.03 EVCS: 17+64.15 EVCE: 2710.40 STA = 17+96.15 - HIGH POINT BW ELEV = 2710.71 ELEV = 2704.73STA = 10+00.00 - E. LAKE HAZEL ROADSTA = 10+17.00 - GRADE BREAKELEV = 2704.34STA = 10+52.00 - GRADE BREAKFW ELEV = 2704.54STA = 10+60.00 - GRADE BREAKBW ELEV = 2704.68STA = 10+75.57 - GRADE BREAKELEV = 2704.60 ELEV = 2710.96 STA = 18+17.65 - E. DITMARS DR. STA = 17+02.22 ELEV = 2708.50 STA = 10+99.32 - LOW POINTELEV = 2704.30 EXISTING GROUNDAT CENTERLINEFINISHED GRADEAT CENTERLINE4" PIRR (8" SLEEVE)6" PIRR (12" SLEEVE)PC: 10+75.57 PT: 10+99.32PC: 16+40.34 PRC: 17+02.22 PT: 17+64.15 E. DITMARS DR. PROFILE27052710271527202725270527102715272027259+5010+0011+0012+0013+0014+0015+002707.62 2709.55 2707.48 2709.95 2707.64 2710.19 2709.662710.392709.412710.622709.182710.852707.012711.052707.802706.642706.35 2.00%1.67%0.40%0.45%0.41%PC: 11+51.52PT: 12+57.44 ELEV = 2709.55 STA = 10+00.00 - S. ASTORIA AVE. STA = 10+12.00 - CL VALLEY GUTTER ELEV = 2709.22 STA = 10+52.73 - GRADE BREAK ELEV = 2710.00 ELEV = 2710.73STA = 12+23.38 - PRIVATE ALLEYSTA = 13+36.26 - SUBDIVISION BOUNDARYELEV = 2711.20 - END CONSTRUCTIONMATCH EXIST.4:1 SLOPEFINISHED GRADEAT CENTERLINEEXISTING GROUNDAT CENTERLINESTA = 11+51.52 - GRADE BREAKELEV = 2710.40STA = 12+57.44 - GRADE BREAKELEV = 2710.880.50%FUTURE BRIDGE(APPROXIMATE)FUTURE FINISHED GRADEAT CENTERLINE(APPROXIMATE)ELEV = 2710.96STA = 12+76.26 - FIRE ACCESS ROAD4" PIRR (8" SLEEVE)6" PIRR (12" SLEEVE)D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.203 (STREET PROFILES).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.204SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824C.204STREET PROFILES6 GIRRGIRRGIRRGIRRGIRRGIRRRWTRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XX X X X X XXX X XXXXXX XX XXX X X X XX X X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX EXIST. SPOIL PILEBOISE RANCH GOLF COURSEGIRRAPN:S1404212550XXXXXXXXXXHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHW HWHWHWHWHWEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOB TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBFEMA:ZONE XFEMA:ZONE AEXIST. EARTHEN BERMEXIST. EARTHEN BERMEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGSDEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 123456789101112131415161718192021222324BLOCK 1BLOCK 143444546484950515254BLOCK 1473BLOCK 2270827092710271027062706270427042705270527092707270727082 7 1 1 2 7 0 7 27 1 1 2710270927082710271027102710 27112 7 1 1 2 7 1 12710 27102710 2710270927092709270827052708 2705 2709 2708 2708 2706 2708 2709 270527062707271027102709 270827072706270527072706270427042706270727042706270627042707270727072706270527052706270527052707270327032704270427052706270727092709 270327042706270927092707 MATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING4:1 SLOPE, TYP.MATCH EXISTING4:1 SLOPE, TYP.MATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING4:1 SLOPEMATCH EXISTING4:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEE. LAKE HAZEL ROADS. ASTORIA AVE. S. ASTORIA PL.E. DITMARS DR.PRIVATE ALLEYDI 2ADI 2BSDMH 2ES 2BES 2ADI 1ADI 1BSDMH 1ES 1AES 1BSTORM DRAIN POND NO. 1(SEE SHEET C.701FOR DETAILS)STORM DRAIN POND NO. 2(SEE SHEET C.702FOR DETAILS)D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.300 (GRADING PLAN).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.300SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.300GRADING PLAN7 SCALE: 1" = 1GRADING PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONSMATCH LINE - SEE SHEET C.301MATCH LINE - SEE SHEET C.301GRADING CONSTRUCTION NOTES1.PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILLAREAS SHOULD BE STRIPPED OF ALL DEBRIS, VEGETATION, AND UNDOCUMENTED FILL.2.FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FORGENERAL FILL. GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS ORAPPROVED BORROW SOURCES. GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW, GP,GC, GM, SW, SP, SC, SM, ML, CL (OR COMBINATIONS OF THESE SUCH AS SP-SM) MATERIALS. IN ADDITION,THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALLBE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS.3.MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCHAS STRIPPING OR ROOTS). TRASH, DEBRIS, STONES LARGER THAN 4 INCHES, OR THAT CLASSIFY BY ASTMD2487 AS CH, MH, PT, OL, AND ARE NOT SUITABLE FOR GENERAL FILL.4.AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THEEXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES,MOISTURE-CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY IN ACCORDANCE WITH ASTM D698.5.AFTER SITE PREPARATION IS COMPLETED, GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSEHORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINEDBY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BEDOCUMENTED FOR DENSITY.6.ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BERE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PERISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. HGHGHGHGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XX X X X X X XXX XX XX X X XXX X X X X XXX X X X XXXXXX X APN:S1404212550HWHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW1 0 0 ' W ID E PR ESCR I P T I V E EAS EM EN T FEMA:ZONE XFEMA:ZONE ASDEPEPEGEGEGEGEGEGEGEG16171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 22710270727082 7 1 1 2 7 0 7 2 7 1 1 2710270927082710271027102710 27112 7 1 1 2 7 1 12710 27102710 2710270927092709270827052708 2705 2709 2708 2708 2706 2708 2709 27072710271127122712 2711 271027122712271127 1 1 27102711 27112 7 1 1 2 7 1 0 270927102 7 1 0 27102710 2709 2 7 0 9 2 7 0 6 27112707MATCH EXISTING4:1 SLOPEMATCH EXISTING4:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPEMATCH EXISTING3:1 MAX. SLOPES. ASTORIA PL.E. DITMARS DR.PRIVATE ALLEYDI 2ADI 2BSDMH 2ES 2BES 2ASTORM DRAIN POND NO. 2(SEE SHEET C.702FOR DETAILS)PRIVATE STORM DRAINPOND NO. 3(SEE SHEET C.703FOR DETAILS)DI 3SDMH 3 ES 3A ES 3 B 2712D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.300 (GRADING PLAN).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.301SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.301GRADING PLAN8 MATCH LINE - SEE SHEET C.300MATCH LINE - SEE SHEET C.300SCALE: 1" = 1GRADING PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONSGRADING CONSTRUCTION NOTES1.PRIOR TO COMMENCING SITE GRADING OR FOUNDATION EXCAVATIONS, ALL BUILDING AREAS AND FILLAREAS SHOULD BE STRIPPED OF ALL DEBRIS, VEGETATION, AND UNDOCUMENTED FILL.2.FILL PLACED TO DEVELOP BUILDING PADS SITE GRADING SHOULD MEET THE REQUIREMENTS FORGENERAL FILL. GENERAL FILL USED FOR SITE GRADING MAY BE OBTAINED FROM ON-SITE EXCAVATIONS ORAPPROVED BORROW SOURCES. GENERAL FILL SHALL CLASSIFY ACCORDING TO ASTM D2487 AS GW, GP,GC, GM, SW, SP, SC, SM, ML, CL (OR COMBINATIONS OF THESE SUCH AS SP-SM) MATERIALS. IN ADDITION,THE GENERAL FILL MATERIAL SHALL HAVE A MAXIMUM PARTICLE SIZE LESS THAN 4 INCHES AND SHALLBE FREE OF EXCESS MOISTURE, ORGANIC MATTER AND DEBRIS.3.MATERIALS THAT ARE FROZEN, CONTAMINATED, CONTAIN EXCESS MOISTURE, ORGANIC MATTER (SUCHAS STRIPPING OR ROOTS). TRASH, DEBRIS, STONES LARGER THAN 4 INCHES, OR THAT CLASSIFY BY ASTMD2487 AS CH, MH, PT, OL, AND ARE NOT SUITABLE FOR GENERAL FILL.4.AFTER THE REMOVAL OF ALL VEGETATION AND PRIOR TO ANY PLACEMENT OF GENERAL FILL, THEEXPOSED SUBGRADE SHOULD BE UNIFORMLY SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES,MOISTURE-CONDITIONED AS NECESSARY, AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY IN ACCORDANCE WITH ASTM D698.5.AFTER SITE PREPARATION IS COMPLETED, GENERAL FILL SHOULD BE PLACED IN 8-INCH MAXIMUM LOOSEHORIZONTAL LIFTS AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINEDBY ASTM D698 - STAND PROCTOR COMPACTION TEST. EACH LIFT AT EACH BUILDING PAD SHOULD BEDOCUMENTED FOR DENSITY.6.ALL EXISTING IRRIGATION DITCHES, TEST PITS, FOUNDATIONS, AND DRAIN FIELDS SHALL BERE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS.PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PERISPWC SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. GIRRGIRRRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXX X X X X X XXX XXXXXXXXXXXXXXXXXXXHW HW HWHWHW EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRROHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSSTOETOE TOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBWWWWGASGASGASGASGASGASGAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRSSSSSSSSSSWWWEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGEGEGEGEGEGEGEGEGWWSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC1BLOCK 21BLOCK 1234101112131415161718SSMH 2SSMH 1EXISTING SSMH90.7°179.5°93.3°11.00' 10.00' VARIES 11.00'10.50'VARIESSI = 2696.65 AT R/WSL = 80.0' TO CAP(6" PVC @ 1% MIN.)SC = 15+14E. LAKE HAZEL ROADS. ASTORIA AVE.!!!!8-INCH SEWER MAIN PROFILE - E. LAKE HAZEL ROAD26902695270027052710269026952700270527109+5010+0011+0012+0013+0014+0015+0016+0017+0017+50EXISTING SSMHSTA = 10+00.00RIM = 2704.428" INV IN = 2688.44 (E)EXIST. 12" INV OUT = 2688.11 (N)360.00 LF 8" PVC @ 1.70%SSMH 1(48" DIA. MANHOLE)STA = 13+64.00RIM = 2706.198" INV IN = 2694.65 (E)8" INV OUT = 2694.55 (W)361.00 LF 8" PVC @ 0.40%SSMH 2(48" DIA. MANHOLE)STA = 17+29.00RIM = 2706.528" INV IN = 2696.20 (S)8" INV OUT = 2696.10 (W)8" WEXISTING GROUND ATPIPE CENTERLINEFINISHED GRADE ATPIPE CENTERLINED:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.400 (SEWER PLAN AND PROFILES).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.400SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.400SEWER PLAN AND PROFILE9 SEE SHEET C.401HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824SCALE: 1" = 1SEWER PLAN AND PROFILE40' - 0" HORIZONTAL AND VERTICAL 1" = 4' - 0"NORTHCIVIL INNOVATIONSSEWER NOTESPOTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATERNOTES NO. 2 AND 3 ON SHEET C.100.! RW RW RW RW RW RW RW XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X HWHWHWHWHWHWHWEP EP EP EP EP EPEPEPEPEPEP EP XGIRRGIRRGIRRGIRRGIRRGIRROHPOHPOHPOHPOHPOHPOHPTOETOETOETOETOETOETOETOETOETOEGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGASGASGASGASGASGASGASGASUGTUGTUGTUGTUGTUGTUGTUGT F EMA : ZON E X F EMA : ZON E A PIRR PIRR SSSSSSSSSSSSSSSSSSSSSSSSWWWWSSSSSSSSSS P IRR P IRR P IRR PIRR PIRR PIRR PIRR PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRR PIRR W W SSSS S S SSS S SS SSSSSSSSSSSSSSSSSSWWWWEP EP EPEGEGEG EPEPEPEGEGEG W WWWWWSSSSSSSSSSSSSSSSSSSSWWWWWWWSS SS SS SS SS SD SCSCSCSCSCSC1BLOCK 123456789101112131415161718192021222324252627282930313233BLOCK 1BLOCK 13536BLOCK 1373839484950515254BLOCK 14753PIRR P IRR P IRR P IRR 1 4 1 516 1718192021222324252627SSMH 6SSMH 5SSMH 9SSMH 4SSMH 3SI = 2699.65 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 21+72 SI = 2699.52 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 21+40 SI = 2699.39 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 21+08SI = 2699.26 AT R/WSL = 39.5' TO CAP(4" PVC @ 2%)SC = 20+76SI = 2699.14 AT R/WSL = 39.5' TO CAP(4" PVC @ 2%)SC = 20+44SI = 2699.01 AT R/WSL = 39.5' TO CAP(4" PVC @ 2%)SC = 20+12SI = 2698.77 AT R/WSL = 39.8' TO CAP(4" PVC @ 2%)SC = 19+73SI = 2701.0 AT R/WSL = 38.1' TO CAP(4" PVC @ 2%)SC = 19+51SI = 2698.47 AT R/WSL = 36.6' TO CAP(4" PVC @ 2%)SC = 19+19SI = 2698.36 AT R/WSL = 38.2' TO CAP(4" PVC @ 2%)SC = 18+87SI = 2698.26 AT R/WSL = 40.0' TO CAP(4" PVC @ 2%)SC = 18+55SI = 2698.16 AT R/WSL = 41.9' TO CAP(4" PVC @ 2%)SC = 18+23 SI = 2699.78 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 22+04 SI = 2699.91 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 22+36 SI = 2700.04 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 22+68 SI = 2700.16 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 23+00 SI = 2700.29 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 23+32 SI = 2700.42 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 23+65 SI = 2700.84 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 23+96 SI = 2701.21 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 24+28 SI = 2701.60 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 24+60 SI = 2701.86 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 24+81 SI = 2702.39 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 25+24 SI = 2702.78 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 25+56 SI = 2703.17 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 25+88 SI = 2703.57 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 26+20 SI = 2703.86 AT R/W SL = 39.5' TO CAP (4" PVC @ 2%) SC = 26+45 SI = 2698.64 AT R/WSL = 38.2' TO CAP(4" PVC @ 2%)SC = 19+51 SI = 2703.52 AT R/W SL = 40.0' TO CAP (4" PVC @ 2%) SC = 26+65 SI = 2704.80 AT R/W SL = 68.9' TO CAP (4" PVC @ 2%) SC = 26+78 SI = 2705.26 AT R/W SI = 2706.70 AT CAP SL = 135.53' TO CAP SC = 27+01SSMH 293.3°176.1°89.4°90.6°1011109.8°135.0°E. LAKE HAZEL ROADS. ASTORIA AVE.E. DITMARS DR.PRIVA T E A L L E Y10.00'11.00'10.50'VARIES 12.06'4.00'10.50'6.00' 10.50' 6.00' 2 3 . 3 8 '10.50'VARIES6.00'12.18'12.46'6.00' 6.00'7' MIN. TYP.!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!INSTALL PRIVATESEWER CLEAN-OUTRIM = 2712.02 (MATCH FS)4" INV THRU = 2707.53INSTALL PRIVATE SEWER CLEAN-OUTSTA 27+00.96, 69.53'LRIM = 2711.57(MATCH FS)4" INV THRU = 2705.38INSTALL PRIVATE SEWER CLEAN-OUTSTA 27+05.96, 70.29'LRIM = 2711.59 (MATCH FS)4" INV THRU = 2705.45INSTALL PRIVATE SEWER CLEAN-OUTSTA 27+10.96, 71.05'LRIM = 2711.61 (MATCH FS)4" INV THRU = 2705.5371.05 LF 4" PVC @ 2.01%6' 3' 3' 8' 20.00 LF 4" PVC @ 2.00% 19.00 LF 4" PVC @ 2.00% 16.00 LF 4" PVC @ 2.00% 91.00 LF 4" PVC @ 2.00%!!!!!!100.00 LF 4" PVC @ 2.00%50.00 LF 4" PVC @ 2.00%INSTALL PRIVATESEWER CLEAN-OUTRIM = 2712.03 (MATCH FS)4" INV THRU = 2707.2770.29 LF 4" PVC @ 2.01%69.53 LF 4" PVC @ 2.01%SI = 2705.33 AT R/W SI = 2707.65 AT CAP SL = 180.29' TO CAP SC = 27+06 SI = 2705.40 AT R/W SI = 2707.93 AT CAP SL = 191.05' TO CAP SC = 27+1133.75°90°90°SI = 2705.18 AT R/W SL = 87.2' TO CAP (4" PVC @ 2%) SC = 26+96 INSTALL PRIVATESEWER CLEAN-OUTRIM = 2711.91 (MATCH FS)4" INV THRU = 2706.38S. ASTORIA PL.8-INCH SEWER MAIN PROFILE - S. ASTORIA AVE. AND S. ASTORIA PL.269527002705271027152695270027052710271517+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+00SSMH 2(48" DIA. MANHOLE)STA = 17+29.00RIM = 2706.528" INV IN = 2696.20 (S)8" INV OUT = 2696.10 (W)271.97 LF 8" PVC @ 0.40%SSMH 3(48" DIA. MANHOLE)STA = 20+04.97RIM = 2708.048" INV IN = 2697.39 (S)8" INV OUT = 2697.29 (N)363.36 LF 8" PVC @ 0.40%SSMH 4(48" DIA. MANHOLE)STA = 23+72.33 (N/S)STA = 10+00.00 (W)RIM = 2709.498" INV IN = 2698.95 (S)8" INV IN = 2698.95 (W)8" INV OUT = 2698.85 (N)288.33 LF 8" PVC @ 1.23%SSMH 5(48" DIA. MANHOLE)STA = 26+64.66RIM = 2711.268" INV IN = 2702.59 (SW)4" INV IN = 2702.93 (SE)8" INV OUT = 2702.49 (N)49.80 LF 8" PVC @ 1.12%SSMH 6(48" DIA. MANHOLE)STA = 27+18.46RIM = 2711.828" INV OUT = 2703.15 (NE)12" SD (C-900)8" WFINISHED GRADE ATPIPE CENTERLINEEXISTING GROUND ATPIPE CENTERLINE12" SD (C-900)6" PIRR (12" SLEEVE)D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.400 (SEWER PLAN AND PROFILES).DWG Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.401SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.401SEWER PLAN AND PROFILE10 SEE SHEET C.402SEE SHEET C.400HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824SCALE: 1" = 1SEWER PLAN AND PROFILE40' - 0" HORIZONTAL AND VERTICAL 1" = 4' - 0"NORTHCIVIL INNOVATIONSSEWER NOTESPOTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATERNOTES NO. 2 AND 3 ON SHEET C.100.! XSS SS SS SSPIRRWWWSSSSSSSSSSWWSSSSSSSSWSSSSSSSSSSSSSDEPBLOCK 1444546484950515254BLOCK 1473BLOCK 2PIRRPIRR1213232425SSMH 7SSMH 8101112SSMH 489.4°90.6°146.0°90.0°E. DITMARS DR.S. ASTORIA PL.10.50'VARIES12.46'12.18'6.00'11.50'!!!!!!!!!!!!!!!!!!!!S. ASTORIA AVE.8-INCH SEWER MAIN PROFILE - E. DITMARS DR.2695270027052710271527202695270027052710271527209+5010+0011+0012+0012+50190.39 LF 8" PVC @ 0.40%SSMH 7(48" DIA. MANHOLE)STA = 11+94.39RIM = 2710.608" INV IN = 2699.82 (SW)8" INV OUT = 2699.72 (E)16.90 LF 8" PVC @ 0.41%SSMH 8(48" DIA. MANHOLE)STA = 12+15.29RIM = 2710.598" INV IN = 2699.99 (SE)8" INV OUT = 2699.89 (NE)SSMH 4(48" DIA. MANHOLE)STA = 10+00.00 (W)STA = 23+72.33 (N/S)RIM = 2709.498" INV IN = 2698.95 (S)8" INV IN = 2698.95 (W)8" INV OUT = 2698.85 (N)EXISTING GROUND ATPIPE CENTERLINEFINISHED GRADE ATPIPE CENTERLINE4" PIRR (8" SLEEVE)8-INCH SEWER MAIN PROFILE - PRIVATE ALLEY26952700270527102715272026952700270527102715272011+5012+0013+0014+0015+0015+50SSMH 8STA = 12+15.29RIM = 2710.598" INV IN = 2699.99 (SE)8" INV OUT = 2699.89 (NE)292.89 LF 8" PVC @ 0.60%SSMH 9STA = 15+12.18RIM = 2710.428" INV OUT = 2701.75 (NW)FINISHED GRADE ATPIPE CENTERLINEEXISTING GROUND ATPIPE CENTERLINEXXXXXXXXXXXXXXXXXXXHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW100' WIDE PRESCRIPTIVE EASEMENT PIRR PIRRPIRRPIRRPIRRPIRRPIRRPIRR PIRRPIRRPIRRW W WW SSSSSSSSSSSSSSSSSSW WWWSS SSSSSSSSSSSSSS SS SS SSEPEPEGEGPIRRPIRR PIRRPIRRPIRRPIRR1213141525262711 12 E. D I T M A R S D R .S. ASTORIA PL.PRIVATE ALLEYSSMH 6SSMH 5SSMH 7SSMH 8SSMH 9109.8°135.0°146.0°90.0°SI = 2701.69 AT P/L SL = 20.0' TO CAP (4" PVC @ 2%, TYP.) SC = 12+99 SI = 2701.84 AT P/L SL = 20.0' TO CAP SC = 13+25 SI = 2701.99 AT P/L SL = 20.0' TO CAP SC = 13+50 SI = 2702.13 AT P/L SL = 20.0' TO CAP SC = 13+73 SI = 2702.31 AT P/L SL = 20.0' TO CAP (4" PVC @ 2%, TYP.) SC = 14+03 SI = 2701.40 AT P/L SL = 25.0' TO CAP (4" PVC @ 2%, TYP.) SC = 12+51 SI = 2701.58 AT P/L SL = 25.0' TO CAP SC = 12+82 SI = 2701.72 AT P/L SL = 25.0' TO CAP SC = 13+05 SI = 2701.88 AT P/L SL = 20.0' TO CAP SC = 13+31 SI = 2702.04 AT P/L SL = 20.0' TO CAP (4" PVC @ 2%, TYP.) SC = 13+58 SI = 2702.26 AT P/L SL = 20.0' TO CAP (4" PVC @ 2%, TYP.) SC = 13+95 SI = 2702.44 AT P/L SL = 20.0' TO CAP SC = 14+25 SI = 2702.58 AT P/L SL = 20.0' TO CAP SC = 14+48 SI = 2702.72 AT P/L SL = 20.0' TO CAP SC = 14+71 SI = 2702.92 AT P/L SL = 25.0' TO CAP (4" PVC @ 2%, TYP.) SC = 15+05 11.50'10' 10'!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!272837BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2295.00'D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.400 (SEWER PLAN AND PROFILES).DWG Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.402SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.402SEWER PLAN AND PROFILES11 HORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824SCALE: 1" = 1SEWER PLAN AND PROFILE40' - 0" HORIZONTAL AND VERTICAL 1" = 4' - 0"NORTHCIVIL INNOVATIONSSEE SHEET C.401SEE SHEET C.401SEE THIS SHEETSEE SHEET C.401SEE THIS SHEETHORIZONTAL SCALE IN FEET040802040VERTICAL SCALE IN FEET04824SCALE: 1" = 2SEWER PLAN AND PROFILE40' - 0" HORIZONTAL AND VERTICAL 1" = 4' - 0"NORTHCIVIL INNOVATIONSSEWER NOTESPOTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATERNOTES NO. 2 AND 3 ON SHEET C.100.!SEWER NOTESPOTABLE/NON-POTABLE CROSSING. SEE SEWER AND WATERNOTES NO. 2 AND 3 ON SHEET C.100.! GIRRGIRRGIRRGIRRGIRRGIRRRWTRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XX X X X X XXX X XXXXXX XX XXX X X X XX X X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX EXIST. SPOIL PILEBOISE RANCH GOLF COURSEGIRRAPN:S1404212550XXXXXXXXXXHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHW HWHWHWHWHWEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRROHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSSTOETOETOE TOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOB TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTFEMA:ZONE XFEMA:ZONE AEXIST. EARTHEN BERMEXIST. EARTHEN BERMSS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGW W SS SS SS SS SS WWWWWWWSSSSSSSSSSSSSDEPEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGWWSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 123456789101112131415161718192021222324BLOCK 1BLOCK 143444546484950515254BLOCK 1473BLOCK 2P IRR PIRRPIRRPIRRE. LAKE HAZEL ROADS. ASTORIA AVE.E. DITMARS DR.S. ASTORIA PL.PRIVATE ALLEYFIRE ACCESS ROAD!P!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!11.00'VARIES 11.00' 10.00'495 LF 12" PVC225 LF 12" PVCT12R1V8K101 LF 8" PVC14.71'BK!TYPICAL TRENCH PER ISPWC SD-301,STREET CUTS AND SURFACE REPAIRPER ACHD SD-303.EXISTING 12" WL5 LF 12" PVCT12R1V8KV12BFSL20' LF10.50'VARIES10.50'160 LF 8" PVCKHKT6V6S3E11KS2S2S2S2S2S2S2S2S2S2S2E11K12.06'10.50'6.00'10.50'6.00'43 LF 8" PVC142 LF 8" PVCKT6V6 HK13 LF 6" PVC13 LF 6" PVCE45KKE45T8V8V8V8KE45KKE45KE45194 LF 8" PVC123 LF 8" PVC 6 LF 8" PVC 33 LF 8" PVC26 LF 8" PVC6 LF 8" PVC S2KT6V6HK117 LF 8" PVC9 5 L F 8 " P VC 6 LF 8" PVC 23 LF 8" PVC KE11KE11KE1113 LF 6" PVC KT6V6HK38 LF 8" PVCBK 10.50'6.00'6.00'6.00'6.00' 12.18'10.50'S1S2S2S2S2S2S271 LF 8" PVC!S1!!!!11.50'3 LF 8" PVC 39 LF 8" PVC KE45KE4525 LF 8" PVC6 LF 8" PVCD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.500 (WATER PLAN).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.500SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.500WATER PLAN12 SCALE: 1" = 1WATER PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONSMATCH LINE - SEE SHEET C.501MATCH LINE - SEE SHEET C.5012CONSTRUCTION KEY NOTESWATER PLANV6Valve, 6" GateT8Tee, 8" x 8" x 8"S13/4" Single Water Service Per City Of MeridianStandard Drawing No. W1 & W2S23/4" Double Water Service Per City Of MeridianStandard Drawing No. W1 & W3HFire Hydrant Assembly Complete Per City of Meridian StandardDrawing No. W8 (Also See City of Meridian StandardDrawing No. W9 for Water Service/Fire Hydrant Location)KP.C.C. Thrust Block (As Required Even If Not Shown)E11Elbow, 8", 11 1/4°E90Elbow, 8", 90°T6Tee, 8" x 8" x 6"E22Elbow, 8", 22 1/2°E45Elbow, 8", 45°PPoint of Connection. After Testing And Approval, Connectto Existing Water MainV8Valve, 8" GateSLWater Main Sleeve (12" PVC Schedule 80) per Cityof Meridian Standard Drawing Nos. SW1 and SW2.See Water Note No. 2 On Sheet C.100.BTemporary 2" Blow-Off Assembly Per City Of MeridianStandard Drawing No. W13R2Reducer, 8" x 6"T12Tee, 12" TeeWATER LINE NOTES POTABLE/NON-POTABLE CROSSING. SEE WATER NOTES NO. 2 AND 3 ON SHEET C.100NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OFCOVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER.!V12Valve, 12" GateX8Cross, 8"S32" Water Service (For Pressure Irrigation) Per ISPWCSD-402 With DEQ And City Of Meridian ApprovedReduced Pressure Backflow Assembly (RPBA)R1Reducer, 12" x 8"BFBlind Flange, 12" HGHGHGHGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XX X X X X X XXXXX XX X X XXX XX XX XX X X X X XXXXXX X HWHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW1 0 0 ' W ID E PR E SCR I P T I V E EA S EM EN T FEMA:ZONE XFEMA:ZONE APIRR P IRR SS SS SS PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRWWWWSSSSSSSSSSSSSSSSSSWW W W W W S S SS SS SS SS SS SS SS SS SS WSSSSSSSSSSSSSDEPEP EGEGEGEGEGEGEGEG16171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2P IRR PIRRPIRRPIRRPIRRPIRRE. DITMARS DR.S. ASTORIA PL.PRIVATE ALLEY!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!S2S2S2S210.50'6.00'E45KKE45T8V8V8V8KE45KKE45KE45123 LF 8" PVC 6 LF 8" PVC 33 LF 8" PVC26 LF 8" PVC6 LF 8" PVC S2KT6V6HK13 LF 6" PVC117 LF 8" PVC9 5 L F 8 " P VC 6 LF 8" PVC 23 LF 8" PVC KE11KE11KE1113 LF 6" PVC KT6V6HK38 LF 8" PVCBK 10.50'6.00'6.00'6.00'6.00' 12.18' 173 LF 8" PVC62 LF 8" PVCE45S2S2K3 LF 6" PVC34 LF 6" PVC10.50'6.00'23.38'23.38'R2KV6KHK10.50'S2S2S2S2S1S2S2S2S2S2S2S2S2S2S2S2S2S2!!!!!11.50'3 LF 8" PVC 39 LF 8" PVC KE45KE4525 LF 8" PVC6 LF 8" PVCD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.500 (WATER PLAN).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.501SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.501WATER PLAN13 MATCH LINE - SEE SHEET C.500MATCH LINE - SEE SHEET C.500SCALE: 1" = 1WATER PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONSWATER LINE NOTES POTABLE/NON-POTABLE CROSSING. SEE WATER NOTES NO. 2 AND 3 ON SHEET C.100NOTE: MIDSECTION WATER MAINS SHALL HAVE 5 FEET OFCOVER, ALL OTHERS SHALL HAVE 4 FEET OF COVER.!2CONSTRUCTION KEY NOTESWATER PLANV6Valve, 6" GateT8Tee, 8" x 8" x 8"S13/4" Single Water Service Per City Of MeridianStandard Drawing No. W1 & W2S23/4" Double Water Service Per City Of MeridianStandard Drawing No. W1 & W3HFire Hydrant Assembly Complete Per City of Meridian StandardDrawing No. W8 (Also See City of Meridian StandardDrawing No. W9 for Water Service/Fire Hydrant Location)KP.C.C. Thrust Block (As Required Even If Not Shown)E11Elbow, 8", 11 1/4°E90Elbow, 8", 90°T6Tee, 8" x 8" x 6"E22Elbow, 8", 22 1/2°E45Elbow, 8", 45°PPoint of Connection. After Testing And Approval, Connectto Existing Water MainV8Valve, 8" GateSLWater Main Sleeve (12" PVC Schedule 80) per Cityof Meridian Standard Drawing Nos. SW1 and SW2.See Water Note No. 2 On Sheet C.100.BTemporary 2" Blow-Off Assembly Per City Of MeridianStandard Drawing No. W13R2Reducer, 8" x 6"T12Tee, 12" TeeV12Valve, 12" GateX8Cross, 8"S32" Water Service (For Pressure Irrigation) Per ISPWCSD-402 With DEQ And City Of Meridian ApprovedReduced Pressure Backflow Assembly (RPBA)R1Reducer, 12" x 8"BFBlind Flange, 12" GIRRGIRRGIRRGIRRGIRRGIRRRWTRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XX X X X X XXX X XXXXXX XX XXX X X X XX X X XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX EXIST. SPOIL PILEBOISE RANCH GOLF COURSEGIRRAPN:S1404212550XXXXXXXXXXHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHW HWHWHWHWHWEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRROHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPSSTOETOETOE TOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOB TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBGIRRTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTFEMA:ZONE XFEMA:ZONE AEXIST. EARTHEN BERMEXIST. EARTHEN BERMSS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWEPEPEPEP EPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEPEPEPEGEGEGW W SS SS SS SS SS WWWWWWWSSSSSSSSSSSSSDEPEP EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGWWSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 123456789101112131415161718192021222324BLOCK 1BLOCK 143444546484950515254BLOCK 1473BLOCK 2P IRR PIRRPIRRPIRRE. LAKE HAZEL ROADS. ASTORIA AVE.E. DITMARS DR.S. ASTORIA PL.PRIVATE ALLEYFIRE ACCESS ROAD3.00'5.00'3.00'5.00'5.00'5 . 0 0 'KE8S1E5E6K5 LF 6" PVC710 LF 6" PVCV6S1KV6KS1SL647 LF47 LF 6" PVC116 LF 6" PVCE8KS1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S11062 LF 6" PVC 5.00'5 . 0 0 'KV6R1T6KKV65.00'SL647 LF47 LF 6" PVC5 LF 6" PVCS1 S 1 S 1 S 1 731 LF 6" PVCS 1 S 1 S 1 S 1 9 4 L F 4 " PVC48 LF 4" PVC290 LF 4" PVCKV4KV4SL448 LF5 LF 4" PVC19 LF 4" PVCE1E4KE1K5 . 0 0 'SL147 LFS1N2D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.600 (IRRIGATION PLAN).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.600SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.600IRRIGATION PLAN14MATCH LINE - SEE SHEET C.601MATCH LINE - SEE SHEET C.601SCALE: 1" = 1IRRIGATION PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONS2CONSTRUCTION KEY NOTESPRESSURE IRRIGATION PLANSL4Pressure Irrigation Sleeve, 8" PVC, C-900V4Valve, 4" GateE1Elbow, 4", 11 1/4°N1Deflect Pipe Per Manufacturers SpecificationsKP.C.C. Thurst Block (As Required Even If Not Shown)V6Valve, 6" GateE5Elbow, 6", 11 1/4°E6Elbow, 6", 22-1/2°SL6Pressure Irrigation Sleeve, 12" PVC, C-900C6Plug Or Cap, 6"S13/4" Pressure Irrigation Service Per NMID StandardDetail - Type "A" RiserE8Elbow, 6", 90°E7Elbow, 6", 45°R1Reducer, 6" x 4"T6Tee, 6"E4Elbow, 4", 90°E2Elbow, 4", 22 1/2°T4Tee, 4"E3Elbow, 4", 45°C4Plug Or Cap, 4"SL1Pressure Irrigation Sleeve, 2" PVC, C-900N2After Testing And Approval Of RPBA, Connect To City Water Service HGHGHGHGXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XX X X X X X XXXXX XX X X XXX XX XX XX X X X X XXXXXX X HWHW HW HW HW HW HW HW HW HW HW HW HW HW HW HW HWHWHWHWHWHWHWHWHWHWHWHWHWHWHWHW1 0 0 ' W ID E PR E SCR I P T I V E EA S EM EN T FEMA:ZONE XFEMA:ZONE APIRR P IRR SS SS SS PIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRPIRRWWWWSSSSSSSSSSSSSSSSSSWW W W W W S S SS SS SS SS SS SS SS SS SS WSSSSSSSSSSSSSDEPEP EGEGEGEGEGEGEGEG16171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2P IRR PIRRPIRRPIRRPIRRPIRRE. DITMARS DR.S. ASTORIA PL.PRIVATE ALLEY5.00'5.00'3.00' 5 . 0 0 ' 5 . 0 0 ' 5 . 0 0 '3.00'S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1S1E8K1062 LF 6" PVC 5.00'148 LF 6" PVCE7E5K195 LF 6" PVCR1T6K295 LF 6" PVC5 . 0 0 ' 5 . 0 0 'KV6R1T6KKV65.00'SL647 LF47 LF 6" PVC5 LF 6" PVCS1 S 1 S 1 S 1 S1 S 1 S 1 S 1 S 1 S1 S 1 S 1 S 1 S 1 S 1 S 1 S 1 9 4 L F 4 " P VC 48 LF 4" PVC290 LF 4" PVC1 1 3 L F 4 " PVC E4KKV4KV4SL448 LF5 LF 4" PVC19 LF 4" PVCE1E4KE1K5 . 0 0 'SL147 LFS1D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.600 (IRRIGATION PLAN).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.601SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.601IRRIGATION PLAN15 MATCH LINE - SEE SHEET C.600MATCH LINE - SEE SHEET C.600SCALE: 1" = 1IRRIGATION PLAN40' - 0" HORIZONTALHORIZONTAL SCALE IN FEET04080204060NORTHCIVIL INNOVATIONS2CONSTRUCTION KEY NOTESPRESSURE IRRIGATION PLANSL4Pressure Irrigation Sleeve, 8" PVC, C-900V4Valve, 4" GateE1Elbow, 4", 11 1/4°N1Deflect Pipe Per Manufacturers SpecificationsKP.C.C. Thurst Block (As Required Even If Not Shown)V6Valve, 6" GateE5Elbow, 6", 11 1/4°E6Elbow, 6", 22-1/2°SL6Pressure Irrigation Sleeve, 12" PVC, C-900C6Plug Or Cap, 6"S13/4" Pressure Irrigation Service Per NMID StandardDetail - Type "A" RiserE8Elbow, 6", 90°E7Elbow, 6", 45°R1Reducer, 6" x 4"T6Tee, 6"E4Elbow, 4", 90°E2Elbow, 4", 22 1/2°T4Tee, 4"E3Elbow, 4", 45°C4Plug Or Cap, 4"SL1Pressure Irrigation Sleeve, 2" PVC, C-900N2After Testing And Approval Of RPBA, Connect To City Water Service 18'C.70016STREET DETAILS 1TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTIONNOT TO SCALE - S. ASTORIA PL.C4" OF 3/4" MINUS CRUSHED GRAVEL BASE14" OF 6" MINUS PIT RUNCOMPACTED STABLE SUBGRADECL14.5'5'SIDEWALK2'1.75%2%2-1/2" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 58-28)NOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO TOLERANCES WILL BE ALLOWEDROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-702EXTEND ROAD BASE MATERIALS6" PAST CURB AND GUTTER (TYP.)5" THICK CONCRETE SIDEWALK PERACHD SUPPLEMENTAL DWG. SD-7094" OF 3/4" MINUS CRUSHED GRAVEL33'14.5'5'SIDEWALK2'1.75%2%RIGHT OF WAY3:1 MAX.3:1 MAX.RIGHT OF WAY3:1 MAX.3:1 MAX.47'F L OW L I N E S T A N D A R D V E R T I C A L C U R B ( A C H D S D - 7 0 1 ) S T A N D A R D R O L L E D C U R B ( A C H D S D - 7 0 2 ) 5 ' - 0 " T R A N S I T I O N S E C T I O N P R E F O R M E D E X P A N S I O N J O I N T M A T E R A I L S H A L L B E I N S T A L L E D A T B O T H E N D S O F T R A N S I T I O N S E C T I O N4VERTICAL TO ROLLED CURB TRANSITION SECTIONNOT TO SCALE - ISPWC STANDARD DRAWING SD-707, MODIFIEDD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.700 (STREET DETAILS).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.700SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20ROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-7022'1' MIN. LANDING, TYP.2'2TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTIONNOT TO SCALE - S. ASTORIA AVE. AND E. DITMARS DR.C4" OF 3/4" MINUS CRUSHED GRAVEL BASE14" OF 6" MINUS PIT RUNCOMPACTED STABLE SUBGRADECL14.5'5'SIDEWALK2'1.75%2%2-1/2" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 58-28)NOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO TOLERANCES WILL BE ALLOWEDROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-702EXTEND ROAD BASE MATERIALS6" PAST CURB AND GUTTER (TYP.)5" THICK CONCRETE SIDEWALK PERACHD SUPPLEMENTAL DWG. SD-7094" OF 3/4" MINUS CRUSHED GRAVEL33'14.5'5'SIDEWALK2'1.75%2%RIGHT OF WAY3:1 MAX.3:1 MAX.RIGHT OF WAY3:1 MAX.3:1 MAX.47'2'1' MIN. LANDING, TYP.2'VERTICAL CURB AND GUTTER PER ACHDSUPPLEMENTAL DETAIL SD-701(SEE PLAN SHEETS FOR LOCATIONS)3.0'33.0'4" OF 3/4" MINUS CRUSHED GRAVEL25" OF 6" MINUS PIT RUNCLCOMPACTED STABLE SUBGRADE50.00'2' MIN.RIGHT OF WAYSIDEWALK8'1% MIN - 4% MAX.5E. LAKE HAZEL ROAD STREET WIDENING WITH TYPICAL BORROW DITCH SECTIONNOT TO SCALENOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO CROSS SLOPE ALLOWED ON LANDINGS3.NO TOLERANCES WILL BE ALLOWEDOR MATCH EXISTING,WHICHEVER IS GREATERSAWCUT LINE - REFERENCE ISPWC SD-301 ANDACHD SUPPLEMENTAL DWG. SD-303 AND SD-8065" THICK CONCRETE SIDEWALK PERACHD SUPPLEMENTAL DWG. SD-7094" OF 3/4" MINUS CRUSHED GRAVEL2'GRAVELSHOULDER10'2'3' DEPTH OF ASTMC-33 FILTER SAND17.0' MIN.5" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 64-284:1 MAX . 2'6" OF 3/4" MINUS CRUSHED GRAVEL2%3:1 MAX.1' MIN. LANDINGINSTALL BORROW DITCH WITH CONTINUOUSSAND TRENCH PER ACHD STORMWATERDESIGN GUIDELINES STD. DWG. DETAIL 05NOTE:1.DESIGN INFILTRATION RATE IS 1.5"/HR.2.SOILS AND GROUNDWATER INFORMATION PROVIDED BYMATERIALS TESTING AND INSPECTION, INC. (MTI) DATEDJULY 24, 2020. LATEST GROUNDWATER MONITORINGREPORT DATED SEPT. 16, 2020.20'-0"2%2'-0"2'-0"EXTEND ROAD BASE MATERIALS6" PAST CURB AND GUTTER (TYP.)ROLLED CURB AND GUTTER PERACHD SUPPLEMENTALDWG. SD-702PROPERTY LINE8" THICK RIBBON CURB PERACHD SUPPLEMENTALDWG SD-7033:1 MAX.3:1 MAX.16'-0"3:1 MAX.3:1 MAX.PROPERTY LINE2-1/2" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 58-28)4" OF 3/4" MINUS CRUSHED GRAVEL14" OF 6" MINUS PIT RUNCOMPACTED STABLE SUBGRADE3PRIVATE ALLEY / DRIVEWAY TYPICAL STREET SECTIONNOT TO SCALEPROPERTY LINE 1' MIN. LANDING2.0%1.75%3:1 MAX.3:1 MAX.35.00'25'2'20'-0" GRAVEL ACCESS ROAD10" OF 3/4" MINUS CRUSHED GRAVELOVER COMPACTED SUBGRADE4:1 MAX.4:1 MAX .2%4:1 MAX .4:1 MAX.2%10'10'6GRAVEL ACCESS ROAD SECTIONNOT TO SCALECLNOTE:SAWCUT LINE OFFSET FROM CENTERLINESTA 10+00.21 TO STA 11+45.01 - 14.40' LTSTA 11+45.01 TO STA 18+97.73 - 0.00' LTSTA 18+97.73 TO STA 19+31.08 - 15.00' LT(PAVEMENT WIDTH VARIES SEE PLAN) XXXXXXXXXXXXXXXXXXXXXXXXXSDSDSDSDSDSDSDSDSD2705.52706.02706.52707.02705.02703.52704.02704.52705.52706.02706.52707.02705.02703.52704.02704.52705.52706.02706.52707.011+85.502707.42 RC/PC/GB11+84.002707.41 RCACHD STORM DRAINEASEMENT3:111+0012+00DI 1ADI 1BSDMH 1ES 1AES 1B11+85.502707.63 VC/PC/GB11+84.002707.62 VC25°12+07.54, 60.97' R2707.92 FG/GB11+94.87, 52.17' R2706.50 TOB/GB2.0%2.0%0.3%0.2%11+04.00, 52.00' R2706.50 TOB/GB11+04.00, 60.00' R2706.66 FG/GB8.1%9.2%17.8%17.8%10.6%9.2%12+01.59, 45.00' R2706.50 TOB/GB11+95.53, 23.50' R2707.83 FG/GB11+95.53, 29.18' R2706.50 TOB/GB11+85.50, 23.50' R2707.76 FG/GB11+85.50, 29.00' R2706.50 TOB/GB23.3%22.9%13.2%7.2%4.0%6.3%6.4%5.3%10+85.00, 46.50' R2707.15 FG/GB2.0%2.0%10+85.00, 23.50' R2707.10 FG/GB10+85.00, 60.00' R2707.18 FG10+85.00, 52.00' R2707.16 FG10+95.00, 43.00' R2706.50 TOB/GB10+95.00, 38.00' R2706.50 TOB/GB11+04.00, 23.50' R2707.23 FG/GB11+04.00, 29.00' R2706.50 TOB/GB11+04.00, 43.00' R2703.50 TOE/GB11+04.00, 38.00' R2703.50 TOE/GB11+71.50, 43.00' R2703.50 TOE/GB2.0%3:13:13:13:13:13:13:111+79.00, 50.50' R2706.00 FG/GB11+95.08, 44.68' R2704.00 TOE/GB11+95.30, 36.68' R2704.00 TOE/GBTOP OF BERMTOP OF BERMPRIMARYFOREBAY3:13:13.6%3.6%SEE ORIFICE DETAILON THIS SHEETSTA 11+90.13, 40.54' R12" INV IN = 2703.753:119.25 LF 12" SDR-35OUTLET PIPE @ 1.30%5.00'9.00' TYP.9.00' TYP.8.00'5.50'23.50'S. ASTORIA AVE.11+79.00, 30.50' R2706.00 FG/GB11+84.00, 30.50' R2706.00 FG/GB11+71.50, 38.00' R2703.50 TOE/GB11+89.51, 36.53' R2704.00 TOE/GB11+84.00, 50.50' R2706.00 FG/GB3.5%R=7.5'R=7.5'R=9.0'R=9.0'84.00'9.00'7.50'11+94.66, 60.17' R2706.66 FG/GB3.5%2.8%12+10.10, 23.50' R2707.92 FG/GB7.50'7.50'STA 11+71.50, 40.50' R 12" INV OUT = 2703.5067.50'5.00'6.00'6.50'7.50'MATCH EXISTING3:1 MAX., TYP.2706.02706.020.00'2707.02706.5 2707.5B-B-C-A-A-2707.52706.02706.52707.02707.02705.02704.02704.52705.52706.02706.52707.58.00'C-11+89.42, 44.53' R2704.00 TOE/GB6.75'5.75' TO INVD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.701 (STORM DRAIN DETAILS).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.701SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.701STORM DRAIN DETAILS17SCALE: 1" = 1STORM DRAIN POND NO. 1 - PLAN VIEW10' - 0" HORIZONTALHORIZONTAL SCALE IN FEET0102051015NORTHCIVIL INNOVATIONS12" SDR-35 OUTLET PIPE @ 1.30% (SEE DETAIL THIS SHEETFOR PIPE LOCATION, LENGTH, AND INVERT ELEVATIONS)5.00'84.00'BOTTOM POND EL. 2703.502DRAINAGE POND SECTION A-ANOT TO SCALE23.00'BOTTOM OF POND EL. 2703.503DRAINAGE POND SECTION B-B (PRIMARY)NOT TO SCALEVARIESBOTTOM OF POND EL. 2704.004DRAINAGE POND SECTION C-C (FOREBAY)NOT TO SCALETOP OF BERM EL. 2706.00FOREBAYPRIMARYNOTES:1.REFER TO LANDSCAPE PLANS PREPARED BY JENSEN-BELTSASSOCIATES DESIGN FOR PLANTING AND TOPSOIL REQUIREMENTS.2.CONTACT ACHD AND THE PROJECT ENGINEER TO WITNESSINFILTRATION TESTING. DESIGN INFILTRATION RATE IS 1.5"/HR.3.REQUIRED STORAGE VOLUMES:POND FOREBAY = 223.7 C.F.PRIMARY POND = 2013.3 C.F.4.SOILS AND GROUNDWATER INFORMATION PROVIDED BY MATERIALSTESTING AND INSPECTION, INC. (MTI) DATED JULY 24, 2020. LATESTGROUNDWATER MONITORING REPORT DATED SEPT. 16, 2020.EL. = 2703.40HIGH GROUND WATER EL.3:1 MAX.3:1 MAX.3:1 MAX.3:1 MAX .3:1 MAX.3:1 MAX .3:1 MAX.3:1 MAX .12" CLEAN TOPSOILEL. = 2703.40HIGH GROUND WATER EL.EL. = 2703.40HIGH GROUND WATER EL.PRIMARY BOTTOM12" SDR-35 OUTLET PIPE @ 1.30%FOREBAY BOTTOMSLOPE 1% TO INLETFLOWPOND PRIMARYPOND FOREBAYTOP OF BERM12" STAINLESS STEEL PIPE CAP WEDGE PRODUCTPART NO. 6015.S OR APPROVED EQUIVELENT.5FOREBAY/PRIMARY CUT-THROUGH DETAILNOT TO SCALEORIFICE DETAIL12" INV = 2703.752"5"CUT OPENING AS SHOWN IN END CAPSNOT TO SCALESEE DETAIL THIS SHEET12" CLEAN TOPSOILNOTE: PIPE CAP SHALL BE INSTALL PER MANUFACTURER'SRECOMMENDATION AND SECURELY ATTACH CAP TO PIPE.DO NOT GLUE.EXTEND 6" PAST EDGE OF PIPEAND UPWARD TOWARDS PIPE1% SLOPE (MIN.)INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUALTOP OF LINEREL. 2705.75TOP OF LINEREL. 2705.753'3'TOP OF LINEREL. 2705.753'INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUAL4" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 104" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 10PLAN VIEWRIP-RAP AREAEND SECTION10'SECTION VIEW10'3:1 MAXCRUSHED ROCK OR ANGULARSTONE RIP RAP d50 = 12"METAL END SECTION. SEE PLANSFOR LOCATIONS AND ELEVATIONSTOP OF PONDBOTTOM OF PONDNOTE: SEE POND DETAIL ON THIS SHEET7RIP-RAP DETAILNOT TO SCALESTAINLESS STEEL THREADED ROD14.5"33"4"4"1/2" DIA. STAINLESS STEEL ROD.LENGTH = PIPE DIA. + 18".1 1/2" FROMEND OF PIPESECTION VIEWPIPE DIAMETER = 12"(2) 1/2" DIA. HOLES FORSTAINLESS STEEL RODS42" 6" 4"PLAN VIEWPROFILE VIEW6END SECTION WITH PROTECTIVE BARS DETAILNOT TO SCALE (OR APPROVED EQUIVALENT)EXISTING GROUNDSEE FOREBAY/PRIMARY CUT-THROUGH DETAIL THIS SHEET20.00'6.00'6.50'7.50'9.00'67.50'7.50'SEE ORIFICE DETAIL ON THIS SHEETTOP OF POND EL. 2706.50TOP OF POND EL. 2706.508.00'VARIES9.00'5.00'9.00'3:1 MAX .2.0%MATCH EXISTING5.50'RIGHT-OF-WAYTOP OF POND EL. 2706.50TOP OF POND EL. 2706.50TOP OF POND EL. 2706.50EXISTING GROUNDTOP OF POND EL. 2706.508.00'VARIES3:1 MAX .2.0%MATCH EXISTINGVARIESRIGHT-OF-WAY7.50'8.00'7.50'3:1 MAX.3:1 MAX. SDSDSDSDSDSDSDSDSD SD SDSDSD2710.02710.02710.02708.52709.02709.52705.02707.52705.52706.02706.52707.02708.02709.02707.52708.02708.52709.02709.02705.02707.52705.52706.02706.52707.02708.02708.52705.02707.52705.52706.02706.52707.02708.02708.52710.02709.02709.52708.02708.0 2707.5 2705.5 2706.0 2706.5 2707.0 2708.0 2708.5 16+0010+00 11+00E. DITMARS DR.ACHD STORM DRAINEASEMENTS. ASTORIA AVE.15+65.54, 16.50' R2709.19 VC/LP10+52.732710.13 VC/PT/GBSDMH 2ES 2ADI 2BES 2B2.0%2.0%0.5%2.0%0.5%0.5% 0.5%10+32.00, 10.00' R2709.46 LIP/PT/GB1.2%1.2%1.1%1 . 0% 0.5%0.9%1.9%1.7%2.6% 1.0% 2.0%10+40.29, 13.80' R2709.99 VC/PRC/GBB-B-C-A-A-8.00'10.50'29.29'10.50'8.00' 1.0%15+94.67, 16.50' R2709.34 VC/PC/GB16+07.11, 13.80' R2709.45 VC/PRC/GB16+15.40, 10.00' R2709.11 LIP/PT/GB22.0%17.1%12.9%17.2%11.8%9.1%10.8%12.1%11.9%5.3%5.3%4.6%3.4%2. 8 % 3.4% 3.4%1.9%8.8%4.3%5.4%3.4%10.7% 3.4% 24.8%10+52.73, 23.50' R2710.26 FG/GB11+09.00, 23.50' R2710.49 FG11+19.50, 23.50' R2710.53 FG11+27.50, 23.50' R2710.56 FG15.4%11.0%EXISTING TOE OF SLOPEEXISTING TOP OF SLOPEEXISTING SPOIL PILE11.0%10.3%2.0%2.0%4.6%3.7%11+09.00, 31.50' R2708.50 TOB/GB11+19.50, 42.00' R2708.50 TOB/GB11+27.50, 42.00' R2708.66 FG/GB11+19.50, 71.29' R2708.50 TOB/GB11+27.50, 71.29' R2708.66 FG/GB15+94.67, 23.50' R2709.47 FG/GB15+65.54, 23.50' R2709.32 FG/GB15+57.61, 23.50' R2709.35 FG0.4% 0.4% 2. 8 %15+57.61, 127.50' R2709.35 FG/GB32.0%32.0%9.00'42.00'10.50'8.00'5.00'7.50'5.00'9.00'8.00'11+09.00, 42.00' R2705.00 TOE/GB11+09.00, 71.29' R2705.00 TOE/GB10+67.00, 42.00' R2705.00 TOE/GB10+67.00, 71.29' R2705.00 TOE/GB11+09.00, 81.79' R2708.50 TOP/GB10+67.00, 81.79' R2708.50 TOB/GB10+58.00, 63.00' R2708.00 FG/GB10+58.00, 33.00' R2708.00 FG/GB10.5%4.6%11.1%26.5%15+91.90, 31.50' R2708.50 TOB/GB15+82.90, 40.50' R2708.50 TOB/GB16+06.90, 31.50' R2708.50 TOB/GB16+15.90, 40.50' R2708.50 TOB/GB13.7%15+82.90, 23.50' R2709.41 FG2.9%2.9%15+82.90, 53.50' R2708.50 TOB/GBC-15+76.11, 56.50' R2708.50 TOB/GB10+53.00, 33.00' R2708.00 FG/GB10+53.00, 63.00' R2708.00 FG/GB10+40.50, 31.50' R2708.50 FG/GB15+91.90, 45.50' R2705.50 TOE/GB15+91.90, 40.50' R2705.50 TOE/GB16+06.90, 40.50' R2705.50 TOE/GB16+06.90, 45.50' R2705.50 TOE/GBEXISTING SPOIL PILE3:1 3:13:13:13:1 3:13:13:1 3:13:13:1 3:13:1R=10.5'FOREBAY PRIMARYR=3.0'R=10.5'R=10.5'R=9.0'R=9.0'STA 15+99.40, 67.00' R 12" INV OUT = 2705.0022.25 LF 12" SDR-35 @ 1.12%SEE ORIFICE DETAILON THIS SHEETSTA 15+99.40, 44.75' R12" INV IN = 2705.25TOP OF BERMTOP OF BERM EXISTING VERTICAL PIPE (UNKNOWN)9.00'15.00'9.00'3:115+79.90, 56.50' R2708.50 TOB/GB7.6%3.4%D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.701 (STORM DRAIN DETAILS).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.702SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.702STORM DRAIN DETAILS18SCALE: 1" = 1STORM DRAIN POND NO. 2 - PLAN VIEW10' - 0" HORIZONTALHORIZONTAL SCALE IN FEET0102051015NORTHCIVIL INNOVATIONS4.25' TO INV12" SDR-35 OUTLET PIPE @ 1.12% (SEE DETAIL THIS SHEETFOR PIPE LOCATION, LENGTH, AND INVERT ELEVATIONS)5.00'61.50'BOTTOM POND EL. 2705.002DRAINAGE POND SECTION A-ANOT TO SCALE50.29'BOTTOM OF POND EL. 2705.003DRAINAGE POND SECTION B-B (PRIMARY)NOT TO SCALE33.00'BOTTOM OF POND EL. 2705.504DRAINAGE POND SECTION C-C (FOREBAY)NOT TO SCALETOP OF BERM EL. 2708.00FOREBAYPRIMARYEL. = 2704.80HIGH GROUND WATER EL.3:1 MAX .3:1 MAX.3:1 MAX.3:1 MAX .3:1 MAX .3:1 MAX.3:1 MAX .3:1 MAX.12" CLEAN TOPSOILEL. = 2704.80HIGH GROUND WATER EL.EL. = 2704.80HIGH GROUND WATER EL.PRIMARY BOTTOM12" SDR-35 OUTLET PIPE @ 1.12%FOREBAY BOTTOMSLOPE 1% TO INLETFLOWPOND PRIMARYPOND FOREBAYTOP OF BERM12" STAINLESS STEEL PIPE CAP WEDGE PRODUCTPART NO. 6015.S OR APPROVED EQUIVELENT.5FOREBAY/PRIMARY CUT-THROUGH DETAILNOT TO SCALEORIFICE DETAIL12" INV = 2705.252"5"CUT OPENING AS SHOWN IN END CAPSNOT TO SCALESEE DETAIL THIS SHEET12" CLEAN TOPSOILNOTE: PIPE CAP SHALL BE INSTALL PER MANUFACTURER'SRECOMMENDATION AND SECURELY ATTACH CAP TO PIPE.DO NOT GLUE.EXTEND 6" PAST EDGE OF PIPEAND UPWARD TOWARDS PIPE1% SLOPE (MIN.)INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUALTOP OF LINEREL. 2707.80TOP OF LINEREL. 2707.803'3'TOP OF LINEREL. 2707.803'INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUAL4" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 104" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 10EXISTING GROUNDSEE FOREBAY/PRIMARY CUT-THROUGH DETAIL THIS SHEET21.50'7.50'5.00'9.00'10.50'42.00'9.00'SEE ORIFICE DETAIL ON THIS SHEETTOP OF POND EL. 2708.50TOP OF POND EL. 2708.508.00'VARIES10.50'29.29'10.50'3:1 MAX.2.0%MATCH EXISTING8.00'RIGHT-OF-WAY TOP OF POND EL. 2708.50TOP OF POND EL. 2708.50TOP OF POND EL. 2708.50TOP OF POND EL. 2708.503.4%8.00'RIGHT-OF-WAY 9.00'15.00'9.00'3:1 MAX.3:1 MAX.8.00'VARIES3:1 MAX.2.0%MATCH EXISTINGEXISTING GROUNDSPOIL PILE ELEV.=2710±ORIGINAL EXISTING GROUND3:1 MAX.APPROX. ELEV=2707±8.00'RIGHT-OF-WAY3:1 MAX.PROPERTY LINENOTES:1.REFER TO LANDSCAPE PLANS PREPARED BY JENSEN-BELTSASSOCIATES DESIGN FOR PLANTING AND TOPSOIL REQUIREMENTS.2.CONTACT ACHD AND THE PROJECT ENGINEER TO WITNESSINFILTRATION TESTING. DESIGN INFILTRATION RATE IS 1.5"/HR.3.REQUIRED STORAGE VOLUMES:POND FOREBAY = 631.2 C.F.PRIMARY POND = 5680.8 C.F.4.SOILS AND GROUNDWATER INFORMATION PROVIDED BY MATERIALSTESTING AND INSPECTION, INC. (MTI) DATED JULY 24, 2020. LATESTGROUNDWATER MONITORING REPORT DATED SEPT. 16, 2020. SDSDSDSDSD12+54.172709.79 RB/LP2711.0 2710.02707.52706.52707.02708.02708.52709.0 2707.52706.02706.52707.02708.02708.52709.012+98.002710.45 RB/EVC 12+48.002709.81 RB/BVC19+16.792710.87 RC/PC/GB13+09.732710.80 RB/GB19+36.74, 35.03' R2711.01 RC/PRC/GB19+38.16, 0.00'2711.23 AC/PC/GB12+0013+000.8%0.4%2.6%3.3%1.3%2.0%2.0%2.8%3.0%13+28.042711.10 FS 2.0%13+18.352711.04 RB/GB18+0019+0013+23.352711.17 FS DI 3SDMH 3ES 3BES 3AS. ASTORIA PL. 2.0%2.0%2.0%13+09.732710.60 AC/GB19+16.79, 0.00'2710.95 AC/GB12+48.002709.66 RC/BVC12+54.172709.64 RC/LP13+09.732710.65 RC/GB3.0%3.0%3.0%2.7%2.6%1.3% 1.3% 0.4%17+84.22, 23.50' R2710.47 FG18+11.00, 23.50' R2710.58 FG18+19.09, 23.50' R2710.61 FG18+75.83, 23.50' R2710.84 FG18+83.32, 23.50' R2710.87 FG19+01.29, 23.50' R2710.94 FG19+10.94, 23.50' R2710.98 FG19+16.79, 23.50' R2711.00 FG0.8%0.8%0.8%9.4%12.0%8.6%4.9%12.1%20.1%22.9%15.5%9.0%3.2%2.4%1.4%13+24.462711.09 RC/GB19+27.16, 25.66' R2711.03 FS19+21.21, 24.27' R2711.03 FG/GB1.7%0.5%3.2%0.6%3.0%19+16.79, 21.50' R2710.96 FS/PC/GB1.4%7.8%8.9%10.6%8.0%8.2%9.0%6.8%4.9%2.5%2710.02709.52710.02710.5 2710.52711.0 2711.02707.52706.02706.52707.02708.02708.52709.02707.52706.02706.52707.02708.02708.52709.05.3%5.3%18+19.09, 31.50' R2709.00 TOB/GB18+11.00, 36.56' R2709.00 TOB/GB18+11.69, 45.62' R2709.00 TOB/GB18+19.09, 40.50' R2706.00 TOE/GB18+42.81, 40.50' R2706.00 TOE/GB18+75.84, 31.50' R2709.00 TOB/GB18+46.74, 33.00' R2708.50 FG/GB18+52.82, 33.00' R2708.50 FG/GB18+64.27, 39.00' R2706.50 TOE/GB18+75.84, 39.00' R2706.50 TOE/GB12+32.16, 10.00' L2709.72 RC12+25.45, 10.00' L2709.75 RC12+13.16, 10.00' L2709.80 RC12+78.81, 10.00' L2709.85 RC12+78.81, 18.00' L2709.00 TOB/GB3:1 3:1 3:1 3:13:13:13:13:13:13:112+70.16, 25.50' L2706.50 TOE/GB12+51.66, 27.00' L2706.00 FG/GB2707.52708.02708.512+64.16, 19.50' L2708.50 FG/GB12+59.16, 19.50' L2708.50 FG/GB12+32.16, 27.00' L2706.00 FG/GB2.0%2.0%2.0%2.0%2.0%12+32.16, 18.00' L2709.00 TOB/GBFOREBAY PRIMARYTOP OF BERMTOP OF BERMB-B-C-A-A-C-12+23.16, 27.00' L2709.00 TOB/GB18+77.27, 40.05' R2706.50 TOE/GB12+98.00, 10.00' L2710.30 RC/EVC12+85.55, 10.00' L2709.98 RC12+78.81, 25.50' L2706.50 TOE/GB9.00'9.00'9.00'6.00'7.50'STA 18+51.71, 53.36' R 12" INV OUT = 2706.0019.25 LF 12" SDR-35 @ 1.30%SEE ORIFICE DETAIL ON THIS SHEETSTA 18+67.54, 42.40' R12" INV IN = 2706.253:1 19.50'18.80'23.71'32.29'30.23'26.77'5.00'7.50'7.50'8.00'8.00'0.4%0.4%12+98.002710.25 AC/EVC 12+54.172709.59 AC/LP R=9.0'R=9.0'R=9.0'10.00'2708.52708.5 8.00'2710.0 PRIVATE ALLEY9.00'19.50'7.50'D:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.701 (STORM DRAIN DETAILS).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.703SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.703STORM DRAIN DETAILS19SCALE: 1" = 1PRIVATE STORM DRAIN POND NO. 3 - PLAN VIEW10' - 0" HORIZONTALHORIZONTAL SCALE IN FEET0102051015NORTHCIVIL INNOVATIONS12" SDR-35 OUTLET PIPE @ 1.30% (SEE DETAIL THIS SHEETFOR PIPE LOCATION, LENGTH, AND INVERT ELEVATIONS)5.00'36.00'BOTTOM POND EL. 2706.002DRAINAGE POND SECTION A-ANOT TO SCALEVARIESBOTTOM OF POND EL. 2706.003DRAINAGE POND SECTION B-B (PRIMARY)NOT TO SCALEVARIESBOTTOM OF POND EL. 2706.504DRAINAGE POND SECTION C-C (FOREBAY)NOT TO SCALETOP OF BERM EL. 2708.50FOREBAYPRIMARYEL. = 2705.90HIGH GROUND WATER EL.3:1 MAX .3:1 MAX.3:1 MAX.3:1 MAX .3:1 MAX.3:1 MAX .3:1 MAX.3:1 MAX .12" CLEAN TOPSOILEL. = 2705.90HIGH GROUND WATER EL.EL. = 2705.90HIGH GROUND WATER EL.PRIMARY BOTTOM12" SDR-35 OUTLET PIPE @ 1.30%FOREBAY BOTTOMSLOPE 1% TO INLETFLOWPOND PRIMARYPOND FOREBAYTOP OF BERM12" STAINLESS STEEL PIPE CAP WEDGE PRODUCTPART NO. 6015.S OR APPROVED EQUIVELENT.5FOREBAY/PRIMARY CUT-THROUGH DETAILNOT TO SCALEORIFICE DETAIL12" INV = 2706.252"5"CUT OPENING AS SHOWN IN END CAPSNOT TO SCALESEE DETAIL THIS SHEET12" CLEAN TOPSOILNOTE: PIPE CAP SHALL BE INSTALL PER MANUFACTURER'SRECOMMENDATION AND SECURELY ATTACH CAP TO PIPE.DO NOT GLUE.EXTEND 6" PAST EDGE OF PIPEAND UPWARD TOWARDS PIPE1% SLOPE (MIN.)INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUALTOP OF LINEREL. 2708.00TOP OF LINEREL. 2708.003'3'TOP OF LINEREL. 2708.003'INSTALL 30 MIL PVC LINER ON ALL SIDES PER SECTION 8202.17.9OF THE ACHD STORM WATER DESIGN MANUAL4" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 104" MIN. TOPSOIL OR AMENDED NATIVE MATERIAL WITHVEGETATION PER 2017 ACHD STORMWATER DESIGNGUIDELINES - STANDARD DRAWING BMP 10SEE FOREBAY/PRIMARY CUT-THROUGH DETAIL THIS SHEETVARIES6.00'VARIESVARIESSEE ORIFICE DETAIL ON THIS SHEETTOP OF POND EL. 2709.00TOP OF POND EL. 2709.008.00'9.00'VARIES9.00'VARIES8.00'RIGHT-OF-WAY TOP OF POND EL. 2709.00TOP OF POND EL. 2709.00TOP OF POND EL. 2709.00TOP OF POND EL. 2709.007.50'VARIES7.50'3:1 MAX.10.00'VARIES3:1 MAX.ROLLED CURB AND GUTTER PROPERTY LINE PROPERTY LINE / BACK OF 8.00'VARIESROLLED CURB AND GUTTER PROPERTY LINE / BACK OF 8.00'RIGHT-OF-WAY3:1 MAX.NOTES:1.REFER TO LANDSCAPE PLANS PREPARED BY JENSEN-BELTSASSOCIATES DESIGN FOR PLANTING AND TOPSOIL REQUIREMENTS.2.CONTACT ACHD AND THE PROJECT ENGINEER TO WITNESSINFILTRATION TESTING. DESIGN INFILTRATION RATE IS 1.5"/HR.3.REQUIRED STORAGE VOLUMES:POND FOREBAY = 219.2 C.F.PRIMARY POND = 1972.8 C.F.4.SOILS AND GROUNDWATER INFORMATION PROVIDED BY MATERIALSTESTING AND INSPECTION, INC. (MTI) DATED JULY 24, 2020. LATESTGROUNDWATER MONITORING REPORT DATED SEPT. 16, 2020. SSTHGRWRWRWRWRWRWRWRWRWRWRWRWHGHGHGHW HW HW HW HW HW HW HW HW HWHWHW HWHWHWHWHWHWHWHWXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRTOETOETOETOETOETOETOETOETOETOETOETOETOETOETOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBFEMA:ZONE XFEMA:ZONE A1 0 0 ' W ID E PR E S CR I P T I V E EA S EM EN T FEMA:ZONE XFEMA:ZONE AEPEPEPEPEPEPEPEPEPEPEPEGEGEGEGEGEGEGEGEGEGEGEPEGE P EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGSCSCSCSCSCSCSCSCSC2BLOCK 21BLOCK 21BLOCK 12345678910111213141516171819202122232425262728293031323334BLOCK 1BLOCK 13536BLOCK 137BLOCK 1383940414243444546484950515254BLOCK 147533BLOCK 2E. LAKE HAZEL ROADS. ASTORIA AVE.E. DITMARS DR.S. ASTORIA PL.PRIVATE ALLEYFIRE ACCESS ROADINSTALL TYPE IISTREET LIGHT(______)INSTALL TYPE IISTREET LIGHT(______)INSTALL TYPE IISTREET LIGHT(______)INSTALL TYPE IISTREET LIGHT(______)INSTALL TYPE IISTREET LIGHT(______)INSTALL TYPE IISTREET LIGHT(______)EXISTING TYPE ISTREET LIGHTEXISTING TYPE ISTREET LIGHTEXISTING TYPE ISTREET LIGHTEXISTING TYPE ISTREET LIGHTEXISTING TYPE ISTREET LIGHTD:\Civil Innovations Projects\2020\20-1029-PS POIEMA SUBDIVISION\200 - Construction Drawings\205 - Construction\20-1029-PS C.800 (STREET LIGHT PLAN).dwg Benjamin P. Thomas03/09/21THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF, SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC REVISIONS DESCRIPTIONNO.BY DATE CIVIL INNOVATIONS, PLLC 1043 E. PARK BLVD. STE 101 BOISE, ID 83712 PHONE: (208) 884-8181 www.civil-innovations.comISSUE DATE20-1029-PSC.800SHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE03/09/21POIEMA SUBDIVISION MERIDIAN, IDAHO BTJTABTAS SHOWNAS SHOWN20C.800STREET LIGHT PLAN20 NORTHCIVIL INNOVATIONSSCALE: 1" = HORIZONTAL1STREET LIGHT PLAN80' - 0"HORIZONTAL SCALE IN FEET0801604080120STREET LIGHT NOTES1.ALL STREET LIGHT CONSTRUCTION SHALL BE DONE INACCORDANCE WITH THE CURRENT VERSION OF THE ISPWC, THEMERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, ANDTHE NATIONAL ELECTRIC CODE.2.A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIORTO STARTING WORK. USE THE ONLINE CITIZEN PORTAL ATHTTPS://CITIZENPORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TOOPEN A PERMIT AND REQUEST INSPECTIONS.3.INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETEBASE REINFORCING, BEDDING, BACKFILL, AND FOR THE POLE ANDASSOCIATED WIRING.4.STREET LIGHT BASES SHALL BE LOCATED 10’ MIN. FROM TREES, 5’MIN. FROM FIRE HYDRANTS AND 2’ MIN. FROM WATER METERS.5.KEEP ACCURATE NOTES OF CONDUIT, JUNCTION BOX LOCATIONS.ATTACH A REDLINED AS BUILT DRAWING OF THIS PLAN SHEET TOTHE STREET LIGHTING ELECTRICAL PERMIT, OR SUBMIT A HARDCOPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TOREQUESTING FINAL INSPECTION.6.CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR(208) 898–5500 FOR QUESTIONS REGARDING UTILITY CONFLICTS,OR TO ACCESS LOCKED METER PEDESTALS.7.STREET LIGHTS ALONG E. LAKE HAZEL ROAD SHALL BE METERED.Existing Type I Street LightLIGHTING PLAN LEGENDCity Of Meridian Type I Street LightElectrical Service BoxElectrical TransformerExisting Type II Street LightCity Of Meridian Type II Street Light