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MATTSON SHEET 3
Joel Gray
Angie Valdez
Joel Gray
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MATTSON SHEET 3
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From: Angie Valdez <avaldez@erengr.com>
To: 'Natalie Powell' <Natalie.Powell@rexburg.org>, <joel.gray@rexburg.org>
Subject: MATTSON SHEET 3
Date: Thu, 12 Jan 2017 09:53:05 -0700
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Angie Valdez
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avaldez@erengr.com
Natalie Powell; Joel Gray
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MATTSON SHEET 3
Take a look, let me know if what I have shown for the 9’x16’ “box” shows
will help clarify.
A list of what I’ve done:
1. Moved Catch basin out of the right-of-way
2. Moved snow storage label out of the right-of-way
3. 2% slope on South handicap stalls, added a couple more grades
to clarify
4. 9’x16’ parking stall box
5. Added fire wall label to sheet C-2
ANGIE VALDEZ
DESIGNER/CAD TECHNICIAN
EAGLE ROCK ENGINEERING & LAND SURVEYING
Mobile: 208-351-6376
Office: 208-542-2665
406D72CC2FB26F46B5BBF70EB6B50CB6@rexburg.org
<000f01d26cf4$597c8b00$0c75a100$@com>
Angie Valdez
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avaldez@erengr.com
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avaldez@erengr.com
Angie Valdez
Angie Valdez
JOELG
JOELG
Angie Valdez
Angie Valdez
avaldez@erengr.com
avaldez@erengr.com
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MATTSON SHEET 3
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1
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<TaskString>Take a look, let me know if what I have shown for the 9’x16’ “box” shows will help clarify.</TaskString>
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<EmailUser Id="Natalie.Powell@rexburg.org">'Natalie Powell'</EmailUser>
<EmailUser Id="joel.gray@rexburg.org" />
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<PersonString>EAGLE ROCK</PersonString>
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joelg@rexburg.org
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Natalie Powell
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Natalie.Powell@rexburg.org
Natalie Powell
Joel Gray
EX
/o=RexburgCityMail/ou=First Administrative Group/cn=Recipients/cn=joelg
Joel.Gray@rexburg.org
Joel Gray
C-2.pdfC-2
24.00' 66.00' 8' SIDEWALK 10.00' 10.00' 28.60' 9'x20' 5.30' 21.40' 41.00' 9'x20' 15.00' 24.00' 24.00' 16 9'x16' 44 18 14 12 13 24.00' 24.00' SS SS SS SS SS SD W W W W W W W W W END OF
RETAINING WALL X-CB INV=80.22 X-CB INV=81.14 24.00' 66.00' INSTALL 8' SIDEWALK RETAIN AND PROTECT EXISTING BLDG BLDG A BLDG B 9'x16' 9'x16' EϬΣϭϰΖϯϮΗtϭϯϮ͘ϬϬΖ 10.00' EϴϵΣϰϱΖϮϴΗ ϯϭϬ͘ϳϱΖ
^ϴϵΣϰϱΖϮϴΗtϱ͘ϳϱΖ ^ϬΣϭϰΖϯϮΗ Ϯϰϳ͘ϱϬΖ EϬΣϭϰΖϯϮΗtϰϰϱ͘ϱϬΖ ( 12''SD ( 12''SD ( 12''SD 122.00' 130.25' 133.33' 118.75' 15.00' 15.00' 15.00' 12.00' WILL BE A PART OF A SEPARATE
PERMIT ) ) R54.00' R30.00' R30.00' 30.00' 6''SS ) 6''SS ) 6''SS ) 6''SS ) 6''SS ) 3.5' RETAINING WALL INSTALL SSMH #2 RIM:4887.22 INV E.&W.:4880.95 INV S.:4881.95 INSTALL
SSMH #1 RIM:4898.32 INV:4887.00 HOT TAP EXISTING WATER LINE EXISTING FIRE HYDRANT FF = 4891.60 2.1% 2.1% 2.9% 2.9% INV:4886.80 18.00' 41.00'16 20 TANDEM 14 18.00' 30.00' 20 TANDEM 9'x16'
16.50' R15.00'24.00' 18.53' 9'x16' 9.00' 30 16.00' R30.00' ONE-WAY 9'x20' START OF RETAINING WALL 9'x20' 9'x20' ) INSTALL FRESNO 12" SER. 4000 LINE VALVE MODEL 40B W/2" OPERATING NUT
) ) 8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS ) ϲϬΣΖ ϲϬΣΖ 16.25' 16.16' 16.00' 20' 5.05' 10.00' 10.00' ^ϴϵΣϰϱΖϮϱΗtϭϲϳ͘ϱϬΖ ^ϴϵΣϰϱΖϮϱΗtϭϯϳ͘ϱϬΖ ^ϬΣϭϰΖϯϮΗ ϲϲ͘ϬϬΖ
66.00' 167.50' 16.00' 9.00' ) ) DESIGNED BY: DRAWN BY: PROJECT NO. SURVEYED BY: CAD NAME: REVISION: DATE: SCALE: KURT ROLAND 16116 ADAM SNARR MATTSON SITE PLAN.DWG 1" = 30' DESCRIPTION
DATE REVISIONS 1 2 3 4 5 6 SHEET NO. 3 C-2 SHEET NAME ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering and shall not
be copied in any form without the written authorization of Eagle Rock Engineering. ANGIE VALDEZ&"(-&30$, /(*/&&3*/( $*7*-1-"//*/(4637&:*/( *%")0'"--4
±3&9#63(
URRENT ZONE = MIXED USE 2 MIN. FRONT BUILDING SET BACK = 10.00' FROM ROW PROPOSED USE = APARTMENTS LOT AREA = 2.67 ACRES (EXCLUDES HERDTI PROPERTY) 216 PARKING STALLS REQUIRED (0.75
OF 288 BEDS) 217 PARKING STALLS PROVIDED 80% COMPACT 9'x16' STALLS = 172 (174 PROVIDED) 20% STANDARD 9'x20' STALLS = 43 (43 PROVIDED) 4 HANDICAP STALLS PROVIDED 8% OF 288 BEDS FOR VISITOR
PARKING = 23 VISITOR PARKING STALLS GREEN SPACE REQUIRED = 10% GREEN SPACE PROVIDED = 28% (0.76 ACRES) SNOW STORAGE PROVIDED = 10% NON-PERMEABLE SURFACE = 1.41 ACRES BUILDING HEIGHT:
,/', ^dWK/EdK&Z/' ͲϰϲΖͲϬ͟Ks 'Z dKWK& yd Z/KZt>>W>d ͲϯϬΖͲϬ͟Ks 'Z ;Dy/DhDͿ TOTAL SQUARE FEET OF BUILDING A: ;^Khd,h/>/E'Ϳ͗ >
s >ϭͲϲϲϱ^& > s >ϮͲϭϭ͕ϭϰϮ^& > s >ϯͲϭϭ͕Ϯϯϯ^& > s >ϰͲϭϭ͕ϮϮϵ^& > s >ϱ
ͲϭϬ͕ϯϴϬ^& dKd>Z ϰϰ͕ϲϰϵ^YhZ & d EhD ZK&hE/d^сϮϱ EhD ZK& ^сϭϱϬ TOTAL SQUARE FEET OF BUILDING B: ;EKZd,h/>/E'Ϳ͗ > s >ϭ
ͲϭϬ͕ϯϭϵ^& > s >ϮͲϭϬ͕ϲϳϮ^& > s >ϯͲϭϬ͕ϰϴϴ^& > s >ϰͲϵ͕ϲϯϱ^& dKd>Z
ϰϭ͕ϭϭϰ^YhZ & d EhD ZK&hE/d^сϮϯ EhD ZK& ^сϭϯϴ TOTAL NUMBER OF UNITS = 48 TOTAL NUMBER OF BEDS = 288 1. LANDSCAPE PLAN WILL BE PROVIDED BY MERRILL QUALITY
LANDSCAPING. MIN. 15 FOOT TREES 10 INSTALL 5' MEANDERING SIDEWALK INSTALL CURB CUT BOUNDARY DESCRIPTION: COMMENCING AT A POINT THAT IS THE NORTHWEST CORNER OF BLOCK 8 OF REXBURG ORIGINAL
TOWN SITE, CITY OF REXBURG, /,K͖EZhEE/E'd, E EϴϵΣϰϱΖϮϴΗ ϯϭϬ͘ϳϱ& d͖d, E ^ϬϬΣϭϰΖϯϮ͟ ϭϯϮ͘ϬϬ& d͖d, E ^ϴϵΣϰϱΖϮϴ͟tϱ͘ϳϱ& d͖d, E ^ϬϬΣϭϰΖϯϮ͟ Ϯϰϳ͘ϱϬ& d͖d, E ^ϴϵΣΖϰϱΖϮϱ͟tϭϯϳ͘ϱ
Ϭ& d͖ d, E ^ϬϬΣϭϰΖϯϮ͟ ϲϲ͘ϬϬ& d͖d, E ^ϴϵΣΖϰϱΖϮϱ͟tϭϲϳ͘ϱϬϬ & d͖d, E EϬϬΣϭϰΖϯϮ͟tϰϰϱ͘ϱϬ& ddKd, WK/EdK& BEGINNING, CONTAINING 2.928 ACRES PURCHASED BY 2M HOLDINGS LLC
0.25 ACRES THOMASON P R O P E R T Y K E R N P R O P E R T Y NW CORNER OF BLOCK 8 OF REXBURG ORIGINAL TOWNSITE FIREWALL TO BE INSTALLED
.pdf
C-2.pdf
C-2.pdf
application/pdf
E9B0F9F4FDBD4D41A896805AB9F204D9@rexburg.org
EnUs
C-3.pdfC-3
24.00' 66.00' 8' SIDEWALK 10.00' 10.00' 28.60' 9'x20' 5.30' 21.40' 41.00' 9'x20' 15.00' 24.00' 24.00' 16 9'x16' 44 18 14 12 13 24.00' 24.00' SS SS SS SS SS SD W W W W W W W W W 4.4%
94.80 95.30 96.00 91.40 91.90 89.95 00.96 00.46 00.10 00.72 90.33 91.00 91.20 91.00 4.6% 4% 4% 6.6% 3.5% 1.4% 3.2% 00.15 GB 86.70 86.36 5% END OF RETAINING WALL X-TBC INSTALL CMP RETENTION
SYSTEM X-CB INV=80.22 X-CB INV=81.14 01.10 INSTALL CB#1 GRATE: 4889.45 INV: 4886.45 INSTALL ITD TYPE 7 CATCH BASIN GRATE: 4886.80 W INV OUT: 4884.30 E INV OUT:4883.80 24.00' 66.00'
INSTALL SETTLING MANHOLE RIM:4887.64 INV:4883.60 BTM:4881.60 INSTALL 8' SIDEWALK RETAIN AND PROTECT EXISTING BLDG BLDG A BLDG B 9'x16' 9'x16' 10.00' 12"SD ( 12''SD ( 12''SD ( 12''SD
122.00' 130.25' 133.33' 118.75' 97.67 01.40 WILL BE A PART OF A SEPARATE PERMIT 00.51 03.44 91.00 91.00 2% 2% 2% ) ) R54.00' R30.00' R30.00' 30.00' 6''SS ) 6''SS ) 6''SS ) 6''SS
) 6''SS ) 3.5' RETAINING WALL INSTALL SSMH #2 RIM:4887.22 INV E.&W.:4880.95 INV S.:4881.95 INSTALL SSMH #1 RIM:4898.32 INV:4887.00 HOT TAP EXISTING WATER LINE EXISTING FIRE HYDRANT
91.40 91.00 91.08 5.8% 91.12 4.8% 98.74 FF = 4891.60 2.1% 2.1% 2.9% 2.9% INSTALL CURB AND GUTTER 90.80 87.30 90.80 88.10 INV:4886.80 INSTALL ITD TYPE 7 CATCH BASIN GRATE: 4886.80 INV:
4883.80 18.00' 41.00'16 20 TANDEM 14 18.00' 30.00' 20 TANDEM 9'x16' 16.50' R15.00'24.00' 18.53' 9'x16' 9.00' 30 16.00' R30.00' ONE-WAY 9'x20' 0.40% START OF RETAINING WALL 02.05 6.6%
02.95 02.95 02.45 02.35 2% 01.60 02.45 02.80 1.36% 04.00 9'x20' 9'x20' ) 4.0% 3.0% 4.0% 4.0% 90.20 90.20 89.70 87.50 86.6086.40 TBC OIL=86.80 3.5% 5.8% 5.8% 2.0% 2.0% 2.8 01.2401.55
INSTALL FRESNO 12" SER. 4000 LINE VALVE MODEL 40B W/2" OPERATING NUT ) ) 12"SD 0+00.001+00.002+00.00 2+50.00 0+50.001+50.00 8''SS )8''SS )8''SS )8''SS ) 8''SS ) 8''SS )8''SS
)8''SS ) ϲϬΣΖ ϲϬΣΖ 16.25' 16.16' 16.00' 20' 02.60 01.22 02.55 5.05' 10.00' 03.5202.94 03.34 10.00' 66.00' 167.50' 16.00' 9.00' 00.62 2% 99.80 4878 4880 4882 4884 4886 4888 4890
4892 4894 4896 4898 4900 4902 4878 4880 4882 4884 4886 4888 4890 4892 4894 4896 4898 4900 4902 236.32' of 8" PVC @ 2.14% INSTALL SSMH #1 RIM=4898.32 N INV OUT=4887.00 INSTALL SSMH
#2 RIM=4887.22 S INV IN=4881.95 4870 4870 0+00 1+00 2+00 2+50 DESIGNED BY: DRAWN BY: PROJECT NO. SURVEYED BY: CAD NAME: REVISION: DATE: SCALE: KURT ROLAND 16116 ADAM SNARR 2ND EAST.DWG
1" = 30' DESCRIPTION DATE REVISIONS 1 2 3 4 5 6 SHEET NO. 4 C-3 SHEET NAME ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering
and shall not be copied in any form without the written authorization of Eagle Rock Engineering. ANGIE VALDEZ&"(-&30$, /(*/&&3*/( $*7*-1-"//*/(4637&:*/( *%")0'"--4
±3&9#63(