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T I I , 1 �\\\\ LEGEND SITE INFORMATION
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_111 PROPOSED CONCRETE W U) N E
I I II jl LOT AREA:±1.22 AC(53,289 SF) U L � O
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III EXISTING TRASH ENCLOSURE \ I � 00
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0 2I 40'
SIDES=0'
° /°O \\ \\ PROPERTY BOUNDARY - - LANDSCAPE SETBACKS:
A I I I �I I \ \ 6 \ �i\\ SCALE:1"=20' LOCAL=10' N
R2.5 \� \ LIMITS OF DISTURBANCE LOD LOD
-COLLECTOR=20' W
\ \ \ ! \\ ARTERIAL=35'
\° °p \ \
I \ , \ -ENTRYWAY CORRIDOR=35'
N 1 �\\// � I� I / `� �� W ROCK RETAINING WALL INTERSTATE=50' N
II 2'SAWCUT PATCHBACK /// / yP� ,l I tics �� W W
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�' y \ !°a �`\�\`\ ENGINEER PARKING INFORMATION Z Z U)
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I I I o v v HORROCKS W H H
N i I I I � �° SP / \ \ �� \ �� \ `\ \ 2775 W.NAVIGATOR DR. . PARKING STALLS REQUIRED:22 O Zv ~
1 \ ( SUITE 210 0
/ / n STORAGE SHED \ r1 z O
, \ \ y !o MERIDIAN, ID 83642 PARKING STALLS PROVIDED:35 W Z
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I \\\\\ / /// °o �/ ��� _ \` \ \\\ �p5� `\ CONTACT:JAKE MURPHY,PE • 'HANDICAP STALLS REQUIRED:2 m U)
\ ` W \ P� \ \ \ PHONE:(208)895-2520 • -HANDICAP STALLS PROVIDED:2 U -
/I I � / \"\ \� / \\ �1�� �5 \ \\\ • BICYCLE PARKING STALLS REQUIRED: 1 w Z
iII ' �l l (< ` y�P ! `\ \ • BICYCLE PARKING STALLS PROVIDED: 1
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CENTERLINE OF KENNEDY LATERAL EASEMENT NOTES:
I /��'ll�l1�\ �' / � �� • / \ \ �� \ \ \ PER MUSSEL CORNER SUBDIVISION DEVELOPER
II s SP (2648)_-\ _ \ \ .�� PER ADA REQUIREMENTS O
ADA RAMP(TYP.) 1°o \ / \ \ ` ! \\�\ NEW HORIZON ACADEMY INCLUDES 2 VAN ACCESSIBLE STALLS
�' i \ � °o `v° 3405 ANNAPOLIS LANE N.
/ v " �� ,� vA `v SUITE 100 w
°p / S� .`� v \ 6S� v PLYMOUTH,MN 55447 I
I vvVAIlq /j� i CONTACT:HEIDI PROSS v7
° \\ !oo ` \ PHONE:(763)557-1111 U) w
°o vv NOTES Z w o
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t tt L1J i% �II�I\�\\\ \\\�\ moo / SPA W W W \ ° ° �� I \\ \\ \.�`'a °o \`�\\\ ARCHITECT 1. DIMENSIONS ARE TO BACK OF CURB WHEN CURB IS W z
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EXISTING WATER METERS RELOCATED R9.5 W \ \ PRESENT. a w
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` / ° \ \ \� W ` \ CD COMPANIES 2. RADII ARE 1.5'UNLESS OTHERWISE NOTED. Lu
TO LANDSCAPING(IF NECESSARY) .�� ° ` ° \ "� \ \,\ 12 SUNNEN DR. w
3`b \ ` 3. EVALUATE EXISTING UTILITY EASEMENTS FOR STUBS.
��- - - - - - - - ° \° \ `\ 3°' !o ` \\\ SUITE100 w u)
- - - - - - - - - - - - - - - o \ 4. SEE LANDSCAPE DETAILS FOR IDENTIFICATION OF SITE
J �i / v> ° ST LOUTS,MO 63143
L w" GATE \ \ �4 \ \\ \\ CONTACT:ANGIE SEGUIN, PE AMENITY FEATURES. co �• M
PHONE:(314)238-2028 5. ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT p Y � co
■ - EXISTING BLOW-OFF \ \ `\ W \ < \ \`\ CONSTRUCTION SHALL BE IN ACCORDANCE WITH c`\I o
TO BE REMOVED FOR \ , `'.� \ 0 \ `\ �\ \\ \ GEOTECHNICAL REPORT BY TERRACON#62235013 O
- - - - _ - - - - - - - ' WATER CONNECTION - ` SSCO#3 `s �' W \ ` LL LO
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ss s ___ �p / (2 - -W - - - - \ - - - 8, )\ \ \ \ \ \ \\\ DATED MARCH 3,2023. Z o �
Z I SS gg�_ r- 1 co \ � `. \ CO I \\ \ '\ a� !° \ � `\
_ W ' - R PROPOSED BUILDING �`
SSCQ#1 \ \ \ Z
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a �I o 'J W W EXISTING SANITARY \ 10 759 SF \
w 1� y y SEWER CLEANOUT ss „55 \ \ \ `c O\ \ s \ Q W
// W - - ry
TO BE RELOCATED \\ \ FF ELEV: 2646.00 I \\ \ O� ` °o \\\\ 0 Z Z Y W
li E II/ \ \I \ W \ \ \ \ \ \ w U
0 o ¢IT \ }I \ W I- co Q O
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LOD LOD LOD CO \�I � � v ,�o, � � I � INSTALL BIKE RACK PER CITY � v v v � . v A � ! v vA�v 0 0 0 U d
SSCO#2 `v �., �� v OF MERIDIAN STANDARD v vv °o
PROPOSED MONUMENT SIGN_J � Lo �g \\ \ \\ o�\ W \� \ \\\ z
�5 ADA RAMP(TYP.) vvv\v O
\- -_'r (L I I \\ GATE \ W \� \ mop \\`\ FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE
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2"DOMESTIC WATER SERVICE W y\ \\ U
- 1 !o PAVEMENT SECTION COMPONENT HEAVY DUTY LIGHT DUTY O
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° \I,\\\ ASPHALTIC CONCRETE 3.0" 2.5"
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\a a 6"FIRE SERVICE LINE ��O �L ; /� \ \\ \ CRUSHED AGGREGATE BASE 4.0" 4.0" J O (n
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/\ I I GP �p • ` °p \ \\ \ W L Z
:e I/ S� `\ �s \ I ��� '• \ \\\\ \ STRUCTURAL SUBBASE 18.0" 12.0"
p I I � �I�I�\, J \ 6b\ SEE PAVEMENT SUBGRADE SEE PAVEMENT SUBGRADE 0
1 I I I I I ///'�1111\" fog V/./�� COMPACTED SUBGRADE
I 1 I I I Y !o \ o o 0 8,, 50 // I L \\\`\ PREPARATION SECTION PREPARATION SECTION
WATER METER
I II I I � r-� I ` �iPJ o o S o 0 0 \\ \\ 6' / • 5// Q\\\ \ ♦` \\
I I I I e I / cP> \ \ 5p ,/ �0) �` \ \\ ASPHALT:ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS II PLANT MIX AND MATERIALS
SHALL BE PLACED IN ACCORDANCE WTH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY
I I oo A < ° EXISTING / \��
A�1 bs \ o FIRE HYDRANT GAS SERVICE / �\\ \ CONSTRUCTION(1/2"MIX DESIGN).
° So 5P,' °p • AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED AGGREGATE BASE
!° GATE / / `` A MATERIAL.
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\� STRUCTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTION OF GEOTECH
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/ REPORT.THE PLACES MATERIAL SHALL BE NO GREATER THAN 4".
A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY
o \ \' tv] / / 1 ��\\` SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.
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8'x8'POWER TRANSFORMER PAD \ \\\\ //
N (IF NECESSARY)
\ RIGID (CONCRETE) PAVEMENT SECTION TABLE
C a� \° A A RAMP T\. /
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PAVEMENT SECTION COMPONENT LIGHT DUTY(PEDESTRIAN) 40
ASPHALTIC CONCRETE 4.0;i z
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\ `/ 4 ` CRUSHED AGGREGATE BASE 2.0 a
1 op A / v, i i STRUCTURAL SUBBASE NONE
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_ bs / D SUBGRADE SOILS 12 TO OF ASTM D698
/ NOT REQUIRED FOR NATIVE O Z W_
I I \ ' COMPACTED SUB RAD
cn I I o \ / / `° 4/ FOR EXISTING MATERIALS Z Q Lu
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° �\ `��' \ PORTLAND CEMENT CONCRETE:3000 PSI COMPLYING WITH ISPWC STANDARDS J U
> FOR PUBLIC WORKS CONSTRUCTION CONCRETE STANDARDS.
<Oo \ �, \�°o /� ��\ \v' AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARDS FOR PUBLIC O
WORKS CONSTRUCTION SECTIONS 703 AND 802 FOR AGGREGATE MATERIAL. O U
t° STRUCTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTION Z
I I o 00 \\ `\ III `� i `\ OF GEOTECH REPORT.THE PLACES MATERIAL SHALL BE NO GREATER THAN 4".
CONST.GROUND WATER
$s ss 1500 GAL.90" `\ \�\ '
' /\ OBSERVATION WELL WITH
METAL CAP AND LOCK
PER ACHD SUPPLEMENTAL W
PROVIDE GRADE RINGS 12"PRE-MANUFACTURED PERFORATED ADS N-12 DRAWING NO.ACHD SD-627. Z
AS NECESSARY PVC ASTM D 3034 PIPE OR APPROVED EQUAL.
(12"MAX.).SET FLUSH PERFORATIONS ON TOP(1/2 OF PIPE ONLY).
WITH FINISH GRADE.
(FG)
RIM /'i/'//\//\//\//\//\ //\//\//\//\//\/ \�
SEEPAGE BED SCHEDULE /\
12"SOLID WALL PVC ASTM D 3034 PIPE z \/\/\/\/ \
w - \//\//\//\//\//\//\ \//\//\//\/ 1.5"-2"WASHED
EXTENDED 5'INTO DRAIN ROCK � � \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
SEEPAGE LENGTH WIDTH DEPTH INF RATE VOLUME VOLUME I-I I¢ o \//\//\//\//\//�//�//\ //�//�//�//�//�//�//\ I I- DRAIN ROCK
SOILS REQUIRED PROVIDED
BED (FT) (FT) (FT) (IN HR) 3 3
(FT )(100YR) (FT ) N
TOP OF SYSTEM(T)
D C5
1 43.00 24.00 5.00 6.00 POORLY 2,073 2,591 TOP OF PIPE _
GRADED SAND -III I NOTES
INV.OUT - o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
� I -III - II I II (D) 35"
1. CONSTRUCT CONCRETE AND BASE THICKNESS TO SAME
6PFF�� BOTTOM OF ROCK (B) -III - I SPECIFICATIONS AS ADJOINING SIDEWALK.
-_
=I I I 1 I 24" 2. GRADING SHALL NOT EXCEED 2%IN ALL DIRECTIONS. '
_ _ 3. INVERTED U RACKS MAY BE MOUNTED ON OR EMBEDDED IN
20"BAFFLE SPACING -III III 1.5'DEPTH CONCRETE FOLLOWING MANUFACTURER'S INSTRUCTIONS.
-I ' ' '- ASTM C-33 SAND
BOTTOM OF _ _� 4. RACKS USED SHALL BE SCHEDULE 40 PIPE MADE OF DURABLE
SAND (BS) METAL WITH WEATHERPROOF COATING AND SHALL BE
PROFILE VIEW I I _ _ III-III-III-III-III-III-I 13 0 III-III III=III=I I 1.5'MIN MANUFACTURED FOR THE INTENDED PURPOSE.
_ _ _ _ _MIN.-_ _ _
EXCAVATE MIN. 1.5'INTO FREE = I-III-III-III-III-III-III-III-III-III-III _ _ __
DRAINING SANDS AND GRAVEL -III=III-III-III-III-III. III-III-III III-III=-I
Col 00
(TYP.) -' -I i 1-I 11=1 11=1 I I- '- BIKE RACK DETAIL
SEASONAL HIGH GROUNDWATER(SHGWE) FOOTPLATE
H:\!2023\ID-7403-23 New Horizon Academy\Project Data\02 CAD\2.03 Sheet Files\CZC\ID-7403-23_CZC.dwg -CZC- 5/17/2023 03:07pm, justin.moosman