CC - Construction Documents NORTH
INGLEWOOD SUBDIVSION
NO . 2
SCALE: 1"= 40'
CONSTRUCTION PLANS
0 20' 40' 80' 120'
NOT APPROVED FOR CONSTRUCTION
3250 EAST VICTORY ROAD
MERIDIAN , IDAHO 83642 HIGHWAY84.
LOCATED IN THE SOUTHWEST 1/4 OF SECTION 21
TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M. W.OVERLAND RD.
SOUTH 1116TH CORNER COMMON
j TO SECTION 20&21 TOWNSHIP 3
NORTH,RANGE 1 EAST,BOISE MERIDIAN.
(PER CPF&R ENT.111071045)
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III 1.143 ACRES i 9 SHEET DESCRIPTION
III I 49811 SOFT I a C0.00 CIVIL COVER SHEET
III ' I a C0.01 GENERAL NOTES,LEGEND AND ABBREVIATIONS
III I III I I --- I I
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C2.01 GRADING AND DRAINAGE PLAN
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III I I e C2.02 EROSION CONTROL PLAN
----- I C4.01 SITE UTILITY PLAN
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C5.01 CIVIL DETAILS
III I °
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ALTA HILLS LANE I C5.03 EROSION CONTROL DETAILS
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ALL WORK AND MATERIALS MUST
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II I PROPOSED \ \ \ STANDARDS STANDARDS AND
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FFE=2691.00' \\ \\ \ � ' SPECIFICATIONS
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— MURRAY, UT 84107 SANDY, UT 84070
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E VICTORY RD SOUTH QUARTER CORNER OF SECTION 21, 4 OMcNEIL ENGINEERING
0 0 96.0'WIDE PAVED PUBLIC ROAD TOWNSHIP 3 NORTH,RANGE 1 EAST, 29 �pNA L
( ) BOISE MERIDIAN(PER CPF&R ENT 970093907) rj FiyG,
�\STFR�o i Economic and Sustainable Designs, Professionals You Know and Trust
NOTICE, CALL 811 BEFORE YOU DIG! SOUTHWEST CORNER OF SECTION 21, \%_—— - _ __ __ __= == = 09 7 8610 South Sandy Parkway, Suite 200 Sandy, Utah 84070 801.255J700 mcneilengineering.com
c% THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, TOWNSHIP 3 NORTH,RANGE 1 EAST,
BOISE MERIDIAN.(FOUND ROUND TOP \
PROTECTION,AND RESTORATION OF ALL BURIED OR ABOVE BRASS SET IN2010,PER CPF&RENT.111000681 Q Civil Engineering ■ Consulting & Landscape Architecture
GROUND UTILITIES,SHOWN OR NOT SHOWN ON THE PLANS. BENCHMARKELEv.zsss.47(Navoas)
Ali SORE Structural Engineering • Land Surveying & HDS
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CITY OF MERIDIAN STANDARD NOTES GENERAL NOTES LEGEND o
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GENERAL CONSTRUCTION 1.1 COMPLIANCE ++ c O
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF 1. ALL WORK TO CONFORM TO GOVERNING MUNICIPALITY'S STANDARDS,SPECIFICATIONS AND NEW EXISTING NEW EXISTING L
THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN REQUIREMENTS. H c
SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN 2. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE CONTRACT -v = V N
STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE DOCUMENTS AND THE MOST RECENT,ADOPTED EDITIONS OF THE FOLLOWING:INTERNATIONAL MONUMENT LINE SECTION CORNER(FOUND) cd 4
REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF BUILDING CODE(IBC),THE INTERNATIONAL PLUMBING CODE,STATE DRINKING WATER 3 c t
ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. REGULATIONS,APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS,ADA ACCESSIBILITY CENTER LINE L
GUIDELINES. ca
3. ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS.ANY REVISIONS MUST HAVE PRIOR --- --- SUBJECT PROPERTY LINE SECTION CORNER NOT FOUND = c Q two
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2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD ( )
WRITTEN APPROVAL. W O o^ O
SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING D. •5%
CONSTRUCTION(AVAILABLE ON THE WEBSITE).FAILURE TO HAVE ACCESS TO A CURRENT COPY --- ADJACENT PROPERTY LINE H „� O
OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER 1.2 PERMITTING AND INSPECTIONS $ $ STREET MONUMENT c N H
UNTIL THE SITUATION IS RESOLVED. 1. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING - - ----- EASEMENT LINE z O =
SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED.NO $ $ BRASS CAP MONUMENT OD C
CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED DITCH FLOWLINE
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY O C> -p
THOROUGHLY REVIEWED PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE 9 POWER POLE L J
OF MERIDIAN ON SITE AT ALL TIMES. � J
PERMITTING AUTHORITIES. x x FENCE LINE
2. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND NOTIFYING ARCHITECT/ENGINEER OR UTILITY POLE to
4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A INSPECTING AUTHORITY 48 HOURS IN ADVANCE OF COVERING UP ANY PHASE OF ATMS atms ATMS CABLE °0 d _
PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. CONSTRUCTION REQUIRING OBSERVATION. GUY GUY GUY ANCHOR Q co
3. ANY WORK IN THE PUBLIC RIGHT-OF-WAY WILL REQUIRE PERMITS FROM THE APPROPRIATE, TV tv CABLE TV LINE to
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR CITY,COUNTY OR STATE AGENCY CONTROLLING THE ROAD AND WITH APPROPRIATE ® POWER TRANSFORMER d C
INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT INSPECTIONS. C c COMMUNICATIONS LINE TRANS TRANS � = L
TWENTY FOUR(24)HOUR PRIOR NOTICE. ® TRAFFIC SIGNAL CABINET c V) O
1.3 COORDINATION &VERIFICATION FO fo FIBER-OPTIC CABLE H c V
1. ALL DIMENSIONS,GRADES&UTILITY DESIGNS SHOWN ON THE PLANS SHALL BE VERIFIED BY ;o; LIGHT POLE N N
6. CONTACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED •bA
TESTING.THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. THE CONTRACTOR PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY F f FIRE LINE -o ate+ _
ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION V TR V TR TELEPHONE RISER W N C W
FOR NECESSARY PLAN OR GRADE CHANGES.NO EXTRA COMPENSATION SHALL BE PAID TO THE IRR irr IRRIGATION LINE
7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS T T TELEPHONE MANHOLE T •L L
OF THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN O O E cd
INCORRECTLY ON THESE PLANS,IF NOT VERIFIED AND NOTIFICATION OF CONFLICTS HAVE NOT G 9 NATURAL GAS LINE c
ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. ® ® TRAFFIC SIGNAL BOX O L = 4J
PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION 2. CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS BEFORE BIDDING AND BRING UP ANY OHC ohc OVERHEAD COMMUNICATIONS W a
NOTE NO.1. QUESTIONS BEFOREHAND.NO ALLOWANCE WILL BE MADE FOR DISCREPANCIES OR OMISSIONS WATER MANHOLE _ L.
THAT CAN BE EASILY OBSERVED. OHP ohp OVERHEAD POWER LINE c W
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO 3. CONTRACTOR TO COORDINATE WITH ALL OTHER DISCIPLINES,INCLUDING BUT NOT LIMITED T0: ® WATER VALVE �n U)
(A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF LANDSCAPE PLANS,SITE ELECTRICAL SITE LIGHTING PLANS AND ELECTRICAL SERVICE TO THE OHT oht OVERHEAD TELEPHONE LINE � ��
CONCRETE;(D)PLACING OF ASPHALT PAVING. BUILDING(S),MECHANICAL PLANS FOR LOCATION OF SERVICES TO THE BUILDING(S),INCLUDING ® ® WATER METER o V
FIRE PROTECTION,ARCHITECTURAL SITE PLAN FOR DIMENSIONS,ACCESSIBLE ROUTES,ETC., OHTV ohtv OVERHEAD TELEVISION LINE N
9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION NOT SHOWN ON CIVIL PLANS. FIRE HYDRANT Cl
SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH 4. CONTRACTOR IS TO COORDINATE LOCATION OF NEW TELEPHONE SERVICE,GAS SERVICE, P P POWER LINE Go
INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF CABLE,ETC.TO BUILDING WITH THE APPROPRIATE UTILITY COMPANY.FOR TELEPHONE, QS OS SANITARY SEWER MANHOLE i
PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE CONTRACTOR TO FURNISH CONDUIT,PLYWOOD BACKBOARD,AND GROUND WIRE,AS REQUIRED. P/C plc POWER/COMMUNICATIONS LINE
0 0 SANITARY SEWER CLEANOUT
APPROVED CONSTRUCTION PLANS. SSCO SSCO
1.4 SAFETY AND PROTECTION PIT P/t POWER/TELEPHONE LINE
1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, QD SD STORM DRAIN MANHOLE
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE P/TIC pltic POWERITELE/COMM LINE TONAL F O
AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE PROJECT AND SHALL MEET ALL OSHA SS
® ® STORM DRAIN CURB INLET
REQUIREMENTS. 2
RD rd ROOF DRAIN LINE Q)
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL 3. CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING ® Q STORM DRAIN CATCH BASIN a �l
OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS SHORING AND BRACING OF EXCAVATIONS AND TRENCHES,AND FOR THE PROTECTION OR SW sw SECONDARY WATER LINE
SD SD O STORM DRAIN CLEANOUT
DEPARTMENT.ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST WORKERS AND PUBLIC. O
BE APPROVED IN WRITING FROM THE CITY ENGINEER. 4. CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND S s SANITARY SEWER LINE Q
PRIVATE PROPERTY,ROADWAYS,AND UTILITY IMPROVEMENTS.DAMAGE TO EXISTING Q® STORM DRAIN COMBO BOX
IMPROVEMENTS CAUSED BY THE CONTRACTOR MUST BE REPAIRED BY THE CONTRACTOR AT ST st STEAM LINE 109 r
WATER HIS/HER EXPENSE TO THE SATISFACTION OF THE OWNER OF SAID IMPROVEMENTS. MB MB MAILBOX V
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO 5. CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED SD sd STORM DRAIN LINE
RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)"AS WELL AS THE STANDARDS PROJECT LIMITS.THIS INCLUDES,BUT IS NOT LIMITED TO,VEHICLE AND EQUIPMENT STAGING, SIGN
AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO.1. MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. T t TELEPHONE LINE
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS FROM o- o- FLOW DIRECTION
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS THE APPROPRIATE GOVERNMENT AGENCY AND/OR INDIVIDUAL PROPERTY OWNER(S)FOR T/c t/c TELEPHONE/COMM LINE
(SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS. 44.00 44.00
WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO 7. CONTRACTOR SHALL PROVIDE BARRICADES,SIGNS,FLASHERS,OTHER EQUIPMENT AND FLAG UD ud UNDERDRAIN TOC EX TOC SPOT ELEVATION
CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING PERSONS NECESSARY TO INSURE THE SAFETY OF WORKERS AND VISITORS.ALL • o
CONSTRUCTION SIGNING,BARRICADING,AND TRAFFIC DELINEATION SHALL CONFORM TO THE
SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR UGC ugc UNDERGROUND COMMUNICATIONS
PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES",LATEST EDITION. o o m
CONIFEROUS TREE
RULES(IDAPA 58.01.16). 8. CONTRACTOR SHALL COMPLY WITH LOCAL NOISE ORDINANCE STANDARDS. UGP u9p UNDERGROUND POWER LINE yj
9. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO GOVERNING AGENCY •
STANDARDS. UGT ugt UNDERGROUND TELEPHONE LINE r-1
DECIDUOUS TREE
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR 10.CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT O W
POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER
POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION UGTV ugty UNDERGROUND TELEVISION z
(18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN WITH CONSTRUCTION.SUBMIT A STORM WATER POLLUTION PREVENTION PLAN,IF REQUIRED. W w WATER LINE Q Q
ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER 11.WORK IN PUBLIC STREETS,ONCE BEGUN,SHALL BE PROSECUTED TO COMPLETION WITHOUT
SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). DELAY AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO - ��21-� __4572-- CONTOUR LINE Z
THE TRAVELING PUBLIC. z
4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE 12.CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITIONS CURB&GUTTER(STD)
SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE BEDS,DRAINAGE BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER DRAINAGE 0 O N M
SWALES). AND FOR INGRESS AND EGRESS TO NEW CONSTRUCTION. CURB&GUTTER(OUTFALL) 41* a
13.NATURAL VEGETATION AND SOIL COVER SHALL NOT BE DISTURBED PRIOR TO ACTUAL
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO CONSTRUCTION OF A REQUIRED FACILITY OR IMPROVEMENT.MASS CLEARING OF THE SITE IN M Z
ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE ANTICIPATION OF CONSTRUCTION SHALL BE AVOIDED.CONSTRUCTION TRAFFIC SHALL BE
INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. LIMITED TO ONE APPROACH TO THE SITE.THE APPROACH SHALL BE DESIGNATED BY THE `
OWNER OR GOVERNING AGENCY. O 5
14.THE CONTRACTOR SHALL TAKE REASONABLE MEASURE TO PROTECT EXISTING IMPROVEMENTS
SEWER FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATION O = O
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE SHALL BE REPAIRED OR RECONSTRUCTED TO THE ENGINEER/OWNER'S SATISFACTION AT THE
WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS EXPENSE OF THE CONTRACTOR. /� Q rl
REFERRED TO IN GENERAL CONSTRUCTION NOTE NO.1. W V 0 !V
1.5 AMERICAN DISABILITIES ACT z
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS 1. PEDESTRIAN/ADA ROUTES SHALL MEET THE FOLLOWING SPECIFICATIONS: > O
(SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. *ROUTES SHALL HAVE A 2.08%(1:48)MAXIMUM CROSS SLOPE. (^ Z
WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO *ROUTES SHALL HAVE A 5.00%(1:20)MAXIMUM RUNNING SLOPE. W
CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING *RAMPS SHALL HAVE A 8.33%(1:12)MAXIMUM RUNNING SLOPE.
SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR 2. ADA PARKING STALLS AND ADJACENT ROUTES SHALL HAVE A 2.08%(1:48)MAXIMUM SURFACE Q Q (APUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER SLOPE IN ANY DIRECTION. LPL
RULES(IDAPA 58.01.16). 3. THE CONTRACTOR SHALL ADHERE TO THE ABOVE SPECIFICATIONS.IN THE EVENT OF A O �y O
DISCREPANCY IN THE CONSTRUCTION DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR ARCHITECT/ENGINEER PRIOR TO ANY CONSTRUCTION. O W \
POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A O r-1
POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN L
(18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN
ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER N
SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). M W
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE
WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.,SEEPAGE z
BEDS,DRAINAGE SWALES).
E Q
ROADWAY NJ
1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO H
i SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR Q
N (24)HOURS PRIOR TO ANY CONSTRUCTION. VO
0
N 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY
N TRENCHES ABOVE THE PIPE ZONE.
PRESSURIZED IRRIGATION
1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION
DISTRICT IN WHICH IT IS BEING CONSTRUCTED.
N 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE
z POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE
APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF ABBREVIATIONS O
MERIDIAN WATER DEPARTMENT. a
a AC ACRE DIP DUCTILE IRON PIPE GM GAS METER PCC POINT OF COMPOUND CURVE T TOWNSHIP Z w
a DRAINAGE ADA AMERICANS WITH DISABILITIES ACT DTREE DECIDUOUS TREE GMH GAS MANHOLE PI POINT OF INTERSECTION TBC TOP BACK OF CURB
FOR COMMERCIAL SUBDIVISIONS OR COMMERCIAL PROJECTS WITH PUBLIC MAINS THAT HAVE ATMS ADVANCED TRAFFIC MGMT.SYSTEM DYL DOUBLE YELLOW LINE GUY GUY WIRE PM PARKING METER TELE TELEPHONE "u
ON-SITE DRAINAGE. B&C BAR&CAP E EAST GV GAS VALVE PP POWER POLE TFC TOP FACE OF CURB
o BC BUILDING CORNER EB ELECTRIC BOX HDPE HIGH DENSITY POLYETHYLENE PRC POINT OF REVERSE CURVE TFG TOP FINISH GRADE
N 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE BFG BOTTOM FINISH GRADE EGL ENERGY GRADE LINE HG HEADGATE PRK PARKING STRIPE TL TREE LINE W
RESPONSIBLE FOR INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT BLUE BLUE STAKED ELECTRIC ELEV ELEVATION HGL HYDRAULIC GRADE LINE POC POINT OF CONNECTION TMH TELEPHONE MANHOLE
o ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF BLUFO BLUE STAKED FIBER OPTIC EM ELECTRIC METER HP HIGH POINT PT POINT OF TANGENCY TOA TOP OF ASPHALT
DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE BLUG BLUE STAKED NATURAL GAS EMH ELECTRIC MANHOLE HW HEADWALL or HIGH WATER PWR POWER TOC TOP OF CONCRETE
FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE BLUIRR BLUE STAKED IRRIGATION EOA EDGE OF ASPHALT HWY HIGHWAY PVC POLYVINYL CHLORIDE PIPE TOF TOP OF FOOTING w
PERMIT. BLUSD BLUE STAKED STORM DRAIN EOC EDGE OF CONCRETE ICO IRRIGATION CLEANOUT R RANGE TOG TOP OF GRATE Q
BLUSS BLUE STAKED SANITARY SEWER EOG EDGE OF GRAVEL ICV IRRIGATION CONTROL VALVE RCP REINFORCED CONCRETE PIPE TOE TOE OF SLOPE
Q BLUT BLUE STAKED TELEPHONE EOL EDGE OF LAWN IE INVERT ELEVATION RD ROOF DRAIN TOP TOP OF SLOPE or TOP OF PIPE
a BLUW BLUE STAKED WATER EX or EXIST EXISTING IRR IRRIGATION REV REVISION TOW TOP OF WALL W a a a a a a a
BM BENCHMARK F FIRE LF LINEAR FEET ROW RIGHT-OF-WAY TR TELEPHONE RISER O:
i BOF BOTTOM OF FOOTING FC FOUNDATION CORNER LIP LIP OF GUTTER RR RAILROAD TV TELEVISION
BOB BOTTOM OF BOX FD FOUND or FOUNDATION DRAIN LP LOW POINT or LIGHT POLE S SOUTH TW FINISH GRADE AT TOP OF WALL PROJECT NO: 21070
BOIL BOLLARD FDC FIRE DEPT.CONNECTION MAX MAXIMUM SAD SEE ARCHITECTURAL DRAWINGS TRANS TRANSFORMER DRAWN BY: CCW
BOT BOTTOM FDMN FOUND MONUMENT MIN MINIMUM SD STORM DRAIN TSP TRAFFIC SIGNAL POLE
Q BOV BLOW-OFF VALVE FDSC FOUND SECTION CORNER MON MONUMENT SDCB STORM DRAIN CATCH BASIN TSB TRAFFIC SIGNAL BOX CHECKED BY: RJ P
BOW BACK OF WALK FFE FINISHED FLOOR ELEVATION MP METAL PIPE SDCO STORM DRAIN CLEOUNOUT BOX LID UNDERDRAIN
BW FINISH GRADE AT BOTTOM OF WALL FG FINISHED GRADE MW MONITORING WELL SDMH STORM DRAIN MANHOLE UGC UNDERGROUND COMMUNICATIONS
o (L CENTERLINE FH FIRE HYDRANT N NORTH SEC SECTION UGP UNDERGROUND POWER DATE: 08-17-21
� FL FLOW LINE NG NATURAL GROUND SPECS SPECIFICATIONS UGT UNDERGROUND TELEPHONE
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Ui J CBR CONCRETE BARRIER FNCCL CHAIN LINK FENCE NR NAIL&RIBBON SQ SQUARE U.N.O. UNLESS NOTED OTHERWISE
cc CURB COL COLUMN T FNCIRN IRON FENCE NW NAIL&WASHER SQFT SQUARE FEET UP UTILITY POLE E N E RA L NOTES
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� LID 20 S CASTING I 2 EXISTING CONCRETE FLATWORK TO BE REMOVED/DEMOLISHED AND PROPERLY iGo
2685.76' O %%%%%% DISPOSED OF.
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OF.
d O4 EXISTING DRIVE APPROACH INCLUDING ADA RAMPS TO BE REMOVED AND PROPERLY DISPOSED OF.
G
PURPLE (5 EXISTING STRIPING TO BE REMOVED. a
O ' WOOD POLE ' EXISTING ROADWAY SIGNAGE ALONG THE BACK OF WALK TO BE REMOVED AND RELOCATED TO 1
d ;;;; I THE NEW BACK-OF-WALK PER ACHD STANDARDS AND SPECIFICATIONS.
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CONTRACTOR TO FIELD VERIFY AND IDENTIFY EXISTING METAL LID IN EXISTING SIDEWALK AND
9 ' O RELOCATE AS NECESSARY TO THE NEW SIDEWALK LOCATION. ` V
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s GRATE=2690.75' O8 EXISTING WATER METER TO BE REMOVED PER MERIDIAN CITY STANDARDS AND SPECIFICATIONS.
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I.E.=2685.34' I_ ps %%%% T I PRESERVE AND PROTECT EXISTING CONCRETE FLATWORK.CONTRACTOR TO TAKE NECESSARY
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SIGN 2X4 VERTICAL I Q Z
' %% % \ 3 PRESERVE AND PROTECT EXISTING ABOVE-GROUND UTILITY STRUCTURE.CONTRACTOR TO TAKE
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CURB & CURB &
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GUTTER GUTTER CURB & NOTICE, CALL 811 BEFORE YOU DIG!
O _ F GUTTER THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,
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III 30'WIDE SEWER& 1 STANDARD DUTY ASPHALT PAVEMENT WITH GRANULAR BASE PER DETAIL'B1',SHEET �S\ONAL
23 WATER MAIN EASEMENT, O C5.01. �. G\STF
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0 8 O INTEGRAL WALK AND CURB PER DETAIL'B2'ON SHEET C5.01. l• O D O��P
24 R15.0' O
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_ 6 6 O m 60 24"CONCRETE RELEASE CURB AND GUTTER.SEE DETAIL'AT,SHEET C5.01.
24 R15.0' (V I W
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C O ADA RAMP WITH DETECTABLE WARNING SURFACE.SEE DETAIL'D1' FOR RAMP DETAIL AND DETAIL
0 -- FUTURE PHASE PARKING m ou � ° d< O 'B5' FOR DETECTABLE WARNING SURFACE DETAIL,BOTH ON SHEET C5.01.
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W d V I 26 27 I N ( ) 90 VAN ACCESSIBLE ADA PARKING SIGN.SEE DETAIL'C4',SHEET C5.01. m J o =. I I --- � o �o. N
> N' 11.50' N FUTURE PHASE PARKING 4 • W
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O 14 I I 15 BOLLARD.SEE DETAIL'A4',SHEET C5.01. O N M
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z I I d 16 (2)DUMPSTER ENCLOSURE 12'x18'MINIMUM INTERIOR DIMENSIONS WITH A T PEDESTRIAN ACCESS _
------ W FUTURE PHASE PARKING
m GATE AND 18'GATE OPENING WITH GATES THAT SWING 120 DEGREES WITH A CANE BOLT TO HOLD
Z THEM OPEN.THERE MUST BE 50'FEET OF CLEAR SPACE IN FRONT OF THE GATE FOR EASE OF z
28 27 \ Q TRUCK ACCESS.SEE ARCHITECTURAL PLANS FOR DETAILS.
FUTURE PHASE PARKING- -L------- ---
\ LOT20P668.F.EN E. J
T \ REC IDED:S.F. --- - I 17 FENCE AROUND OUTDOOR SEATING AREA.SEE ARCHITECTURAL PLANS FOR FENCE DETAIL. O o O�
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Q 18 MENU BOARD.SEE ARCHITECTURAL PLANS FOR DETAILS.
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dQ i i v � LL % ° ,% 21 SITE SIGN.SEE ARCHITECTURAL PLANS FOR DETAILS.
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d X 1 I j 24 NEW RADIUS DIP DRIVE APPROACH PER ACHD STANDARDS AND SPECIFICATIONS INCLUDING ADA O W �
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27 AREA 2:5,968 s.f.
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FUTURE PHASE PARKING \ 25 6"TRAFFIC SEPARATOR CURB PER ACHD STANDARDS AND SPECIFICATIONS.INSTALL CENTERED ON
EXISTING STRIPE. N
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28 III \ \ 26.00' o l■ / W
25.00' `� � 26 6"VERTICAL CURB AND GUTTER PER ACHD STANDARD DRAWING'SD-701'. W =
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I ®\ \\ I 27 CONCRETE SIDEWALK ALONG BACK OF CURB PER ACHD STANDARD DRAWING'SD-709'.
PROPOSED \ I \ N Z
7.56 I \ -a----, ° rn — — — -
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_o ¢ --------------_ DESCRIPTION POND L Z U
N ===;1 - �; m- _14 __-_--- ___ - - - - - - - - - - - SCHEDULE B-2 EXCEPTIONS _O
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OF BEGINNING \ \ (n Q
I THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR.ALL INFORMATION REGARDING
-_r) - RECORD EASEMENTS,ADJOINERS AND OTHER DOCUMENTS THAT MIGHT AFFECT THE QUALITY OF TITLE TO
TRACT SHOWN HEREON WAS GAINED FROM TITLE COMMITMENT NO:392529 PREPARED BY ALLIANCE TITLE&
N 89°36'01" W 227.70' - —-- —-- I i.0
- ESCROW CORP.,WITH AN EFFECTIVE DATE:APRIL 12,2018,AT 7:30 AM.
EDGE OF
ASPHALT
-� = _ _ ___� __ _ = J AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH
�I LESS& O IN A DOCUMENT:GRANTED TO:JOHN J.ELLIOTT AND GLORIA M.ELLIOTT,HUSBAND AND WIFE
_ ------ --- PURPOSE:INGRESS AND EGRESS OVER THE NORTH 15 FEET OF PARCEL IV RECORDED:FEBRUARY 6, Lu
EX¢EPTING C � ------ 1979 INSTRUMENT NO.:7907119(AS SHOWN HEREON.) Q
PA CEL 1 _ AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH
o Iv 14 IN A DOCUMENT:GRANTED T0:ADA COUNTY HIGHWAY DISTRICT PURPOSE:SLOPE RECORDED: W a a a a a a a
FEBRUARY 24,2006 INSTRUMENT NO.:106028980 AS SHOWN HEREON.
20 2' o 191.18'(S89°3533"E) 58.82'(N89°35'33"W) 21 ( ) PROJECT
-- ------------ - -------------------- - - `-- -------------
-- ---------------------------------------------------------------------------------------------------
28 29 o BASIS OF BEARING:S 89°36'01"E 2657.24' - - - ---
O AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH DRAWN BY: CCW
E VICTORY RD SOUTH QUARTER CORNER OF SECTION 21, 19 IN A DOCUMENT:GRANTED TO:CITY OF MERIDIAN PURPOSE:EASEMENT RECORDED:MAY 11,2011
o TOWNSHIP 3 NORTH,RANGE 1 EAST, 29 INSTRUMENT NO.:111038938(AS SHOWN HEREON.)
Q BOISE MERIDIAN.(PER CPF&R ENT.970093907) CHECKED BY: RJP
i o (96.0'WIDE PAVED PUBLIC ROAD)
0 o DATE: 08-17-21
I
z SOUTHWEST CORNER OF SECTION 21,
TOWNSHIP 3 NORTH,RANGE 1 EAST, //
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— t—� — j—� — SITE
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BENCHMARK ELEV.2695.47'(NAVD88) r rr
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II/ NOTICE, CALL 811 BEFORE YOU DIG!
�' II THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,
I II PROTECTION,AND RESTORATION OF ALL BURIED OR ABOVE clool
GROUND UTILITIES,SHOWN OR NOT SHOWN ON THE PLANS.
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NORTH 3
1C777 III II I� I III ; l Il -1 � 111 I /, ll
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2684
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86.57 III \ ----- -
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SUBDIVISION NO. 1 z H o 7
y I � 86.89 86.62 as 85.86 1 2 I I 0 10 20 40 60 412 o
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84.70-- -84.39 i --
m \\ v 1.0% EOA EOA I I vi coo W ed
W W 4W W ITI W W W -----, - \ W GENERAL NOTES: z � C J
II I I I SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND THE RECOMMENDATIONS 0 Z 'w+
o A LTA HILLS LANE I SET FORTH IN THE SOILS REPORT(IF AVAILABLE).THE CONTRACTOR SHALL BE RESPONSIBLE FORuj to
r
\\ - TN 1 N 1°,; \o - \ REMOVING AND REPLACING ALL SOFT,YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH m
�8s� (PRIVATE) ti' - I \ s SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT.ALL EXCAVATED OR FILLED AREAS SHALL BE N G
s s s s I I \ _ COMPACTED TO 95%OF MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM TEST D-1557 EXCEPT UNDER ed V Q)
I // I I I ii BUILDING FOUNDATION WHERE IT SHALL BE 98%MIN.OF MAXIMUM DENSITY.MOISTURE CONTENT AT TIME y o =
f \( 85.25 - - � OF PLACEMENT SHALL NOT EXCEED 2%ABOVE NOR 3%BELOW OPTIMUM.CONTRACTOR SHALL SUBMIT A N N • �bA
�-___ ------- COMPACTION REPORT PREPARED BY A QUALIFIED REGISTERED SOILS ENGINEER,VERIFYING THAT ALL "� C
87.73 -- 87.37---- f°-------------------------------------- ------ ° 85.25 84.73 I ----
1.0/° I III I FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED,HAVE C W
II O - 86.53 { �I BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND THE RECOMMENDATIONS SET FORTH IN THE T •L
III - I'I TBC TBC r/ SOILS REPORT. � y S.N / TBC \ -- --- ----- EOA 2.0% EOA--I i ; Z C 3
--rl ------------------- ------------------------------------------
U 87.90 )L Ln I �, O L 4J
J TBC I o S✓ I THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR u ,e ._ (�
III m I 0 ------------------___ ----; - -ICI I I NGL OOD CONSTRUCTION OF THIS PROJECT.SPECIFIC DETAILS SHOWN ON SHEET C2.10 SHALL BE USED IN W a ao
I 87.57 1.9% I I I, i � I --
- ) J�----- \\ I III COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES. c W III ^ I EXIST I --- ------ ✓ -
a : I I I -----_1/1 ___ \ ------ �I I EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS V'
J -O I I I /// T -I_-- `� \\ I III N BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS.LOCATIONS 1 .>
LLJ N I I / /^II -- \\ \ I I MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO ACCURACY OR 0 V
CURB & III � _- I I I I--- -------- /// / v v III ,� o
GUTTER III Q Q ° O I I I ---- �� -/-� `\ \\\\ _I_ COMPLETENESS OF THE INFORMATION SHOWN.IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO o
O I I I I /// �/ / ,\ \ \\ \\ DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED %o
W o I I __ ________ /// / / /I / \\ \\ \ i, w IN THE FIELD BY LOCATING SERVICES.ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S oo
♦^ 0 lu a z I III II I I /// FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR
v♦ - O I I I - 4- --� \J VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT.
I I ��/ // / L / \ v �86.03\ VA \A \ I I-
I r A A \ V I+a5.52 , 2 I N
p I I LOT: 2 O /// /// / / / / EOA \2 0% \ 1 I \ EOA I I O ALL ELEVATIONS SHOWN AT TOP AND BOTTOM OF WALL(S),IF ANY,ARE ELEVATIONS AT FINISH GRADE, OQ�
I FUTURE /--- -�- I - UNLESS OTHERWISE NOTED.
_ I 1 I I o.9o3ACREs V -tt t -t, /--f----- \ A III I I I'��---- O VOML
rn io II v I BUILDING I r-- 39337SQFr' llll/l/ill ly/ / ,A/ 1I I I III I I(n ��5vxv
N I I 4,550 S.F. /
v I I / lf/ /�I - -I I�- -y= _, /// / ---- III KEYED NOTES:
6p 4 / // I ' -' -
o I I r �_ __ / /l/ y //gyp / I PROVIDE,INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
III o O I I h\ I y l l/ / l l I i i G� I III REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
I I \� Jl l/ /77- \
N I / �,�/ ~ 11 it I 1O GRADE SITE TO ELEVATIONS AND CONTOURS SHOWN ON PLAN. �O RE
TEMPORARY RETENTION BASIN.CONTRACTOR TO CREATE BERM TO IMPOUND STORMWATER UNTIL
�// I I i it TIME OF FUTURE LOT BUILDING PERMIT WHEN PERMANENT RETENTION FACILITY IS INSTALLED.
III � � \\ I 2 I I, /ll l I I I I III
\ I \ s� I I I I \ f -�---------------- \ ______\_il I 3 RETENTION BASIN TO RETAIN 100-YEAR 24-HOUR STORM.SEE INDIVIDUAL CALCULATION SHEETS ON
\ I s I I r II 0 SHEET C5.02 FOR BASIN SIZING.
III I I v ______ - _ ________
- \ INLET CATCH BASIN TYPE 1 PER ACHD STANDARD DRAWING'SD-601'INCLUDING BICYCLE SAFE
1.8% I I \ \ `\ \\\� /�---�---------------- ` \ ------I - -Ii I 4 GRATE PERACHD'ST-609'.
I \\ `\ LOT 2 OPEN SPACE:
------- /� II
I�� \ ` REQ.=1,966 S.F. r-- - / ♦^ W \ I CONTRACTOR TO FIELD VERIFY EXISTING STORM DRAIN PIPE SIZE,MATERIAL,AND INVERT m
rn I/y \\\\\ \\ PROVIDED:1,986 s.f. \\ I( �_____ _____ v♦ \ _ i_Ili I O ELEVATION PRIOR TO CONSTRUCTION AND MATCH AND EXTEND PIPE AT A MINIMUM OF 0.30%TO N
\ THE NEW INLET CATCH BASIN TO THE EAST.CONTRACTOR TO USE SAME PIPE TO CONNECT THE(2) LLJ
it y I \ 0
Lu ? I ' INLET CATCH BASINS TOGETHER. r-I
0o I
I v v 11 � � � 2
W
II 90.22 /� - \\ -------------- \86.86
III - a� I
TBC a 18 50 .-� --- ----------� `\\ \ / M BOA O �� I I it \ Q
F \ \-' \\ ] I I JI \\
4 GRATE=2689.74' 86.50 \
I \ '
S -ps �- a FG .�, 87.00=7 = T
� \ � J � EOA I I � � �
O5 5 LF NEW PIPE
\\ - a \ Q
0 LL I O O N m
5 7LFNEWPIPE
4 GRATE=2690.05' i I v v v v v �� = -i tD Z
I � � I I I � a � M v�
90.53 i i I I ` � a I III >- 00 Z
TBC
I I I � a I I II W
\ I
III /,I
a I I I I \ a a � \ � J�I
I I I I \a \ \ \ d a a I- -
I I I I \ \ a \ \ II O
II I I I I \ \ II
I F° I I I I L as Zr \ \ I II Q O T
' i r
II I I I I I „\ X \\\ \ ��� ------I - -III
I \ 88.34
I RETENTION BASIN ?g�\ _\ � W
j TRIB AREA#1 °=- v v EOA OPEN
I TOP OF BANK=87.50 \ �� -�- \ � � -
o TM BASIN= 87. x `\ x \ `\ -88fEAIZ: I f• `O
II N °V CAPA -1,164 C.F. v v v v v `v EOA III
I I I I \"
v> a i i `v V v v `v v -- `1 2 Ili �WA
� � v l
I�_ I -� LL
O � 1� o
\ rt I\
PROPOSED
O i i 189J
BUILDING \
92.00 I I I - ' \ \
a FFE - 2691.00 \
III
00
' TBC I 6.50 I i I
2,300 SQ.FT. \ \ \\f\ M W
o ° IG i i i 1 •� \ \ ui I � I I I I
EXIST a
a \ RIDGE ` \ 89.03 � `� H
E \ EOA = ==JJ I \�
\ \ z
] III 87.50 v v v 'sJ�oO 88.20\
N \ I a a I FG 89.25 \\ ��\ - EOA \
LOT: 1 / \ \ Z W
�' I I - FG
�0.830 ACRES
I 36146 SQFT \ GF \ \
° I 88.75 i S ��
CD G
/1\1�1
0
-- \ \�� \\
RED _ v
GE / CURB CUT 89.26 \
93.01 I I I 1.2% \�\\ 88.50 \
¢ TBC \ i i \ 26g1 EOA - - EOA
II
o 93.01 1%
III EXIST ; \ ` %� ,� LOT10PENSPA�E: COMMON GRADING ABBREVIATIONS:
CURB CUT `g0N \ I i PROVIDED:2,004 SF. \�
REQ:1,957 S.F(5%)\ � SEE SHEET C0.01 FOR ADDITIONAL ABBREVIATIONS
BFE BASEMENT FLOOR ELEVATION Z
V A ���� _ - BW FINISH GRADE AT BOTTOM OF WALL
III ���� =�, �� I� I`------------------ ----------- - ------ ------ 88.84 EXorEXIST EXISTING a
RETENTION BASIN -,
a III ` ` TRIB AREA#2 -- \ / \ / \ �� EOA EDGE OF ASPHALT Z
--------------------� --------, ,------ RETENTION BASIN -------- -----F�------- - I \
a II I __________ __ _ TOP OF BANK I ----- _ 3 \ EOC EDGE OF CONCRETE O H
---------� �- - 0 i TRIBAREA#3 \ I
CURB & �� I 9387 -- ��� BTM BASIN=88.75 O3 89.25\ I - -= ---------- _`�J_1 ___ - TOP OF BANK=88.75 \ i ' �� FFE FINISH FLOOR ELEVATION p
\ �1 88.75 FG
o
// EXIST \\ CAPACITY=574 C.F. ------ FG i \ -------------- -- - ___-__ BTM BASIN=88.25 3 I i �� FG FINISH GRADE
GUTTER ------
o // \\\ I \`'------[90]--[9110 �--\ ------J' \ \ CAPACITY=1,608C.F. ---__-- li I I �� FL FLOW LINE 5
I GB GRADE BREAK W
" HP HIGH POINT
-193] LP LOW POINT
NG NATURAL GROUND
-- N 89036-01" W 227.70' _ J -
r- SDCB STORM DRAIN CATCH BASIN w
i \ - - -- - -- ---- �- - z SDCO STORM DRAIN CLEANOUT BOX Q
94.45 �' SIDEWALK ° 93.68 ° ° a / 91.90 ___ E - SDDB STORM DRAIN DRAIN BASIN
------ WALK C I EXIST _'SIDEWALK /
Q - ---_EXIST_=!------ -- _-_-_ -_- _- - - - - - - �T - SDMH STORM DRAIN MANHOLE
a ------- UT ------- -- -- ----- -- -- - - --- -- -- --- _____ _ --�=== EXIST_==--- -_- TBC TOP BACK OF CURB
- - TOA TOP OF ASPHALT
i TOC TOP OF CONCRETE
PROJECT NO: 21070
- TOG TOP OF i
Q DRIVE CUT y TOW TOP OF WALLS
DRIVE CUT TW FINISH GRADE AT TOP OF WALL DRAWN BY: CCW
- WW WATERWAY
CHECKED BY: RJP
� I I
DATE: 08-17-21
C'
J W W W W W W W W W W W W W W W
w I I
Z ---- --�--------------------------- - -Q - - - - - - - - ------------------------" - - - - - -- --------------------------------- - - - ------------------------ I) IGLIN-
GRADING AND
$ i sd sd sd sd sd sd sd sd sd sd D C�/3 0 /✓ " DRAINAGE
S s s S s s s s s s s s
E VICTORY RD S s S PLAN
NOTICE, CALL 811 BEFORE YOU DIG!
(96.0' WIDE PAVED PUBLIC ROAD) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,
CURB & PROTECTION,AND RESTORATION ALL BURIED OR ABOVE C2s0l
CURB & GROUND UTILITIES,SHOWN OR NOTT SHOWN ON THE PLANS.
(_I ITTPD / r+i iTTrn
s
NORTH 0
0
I II JhiHKI`JUNIN W. — 4
III m „ y
FOUND BOUNDARY m L d
LINE STAKE z c
� V
n c
IRE FENCE � � � Q
IIII FOUND BOUNDARY � 3 .� t
�. LINE STAKE EX SHED 1-—- S 89036_02"--E 244 61� u u
N i 48.00' \_ v -- -- -- ob
S89°36'02�E800.18'(S89°35'33"E)-- -- ------ -- -- -- o Q
tko
\ ®ICV0 co
--- ill—i�— , _ � _ C
-- -- -- ------ -- -- SCALE: 1"= 20'
?'e a c N V
\ I 15.0'WIDE INGRESS/ \_ , H o 7
+- ---- ---- - - - - - - - - - - - - - - L GRESS-AS IVIENI - - _ _ _ ___ ___ _ _ _ - - _ 0 10, 20' 40' 60' a °D C N
Ili �I IV INST.:7907119 I 1
Ill 1 I I 0- c J C
GENERAL NOTES: Z ° c J
THE CONTRACTOR IS TO USE BEST MANAGEMENT PRACTICES FOR PROVIDING EROSION CONTROL FOR +
W ° H
r
CONSTRUCTION OF THIS PROJECT.SPECIFIC DETAILS REFERRED TO ON THIS SHEET SHALL BE USED IN y � �
COMBINATION WITH OTHER ACCEPTED LOCAL PRACTICES. m cd
c�\ ed J Lor3dPEN sPACE:1,836 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LOCAL AGENCY'S EROSION CONTROL ed N
/ REQ 5/oA,22,491 S.F.1 J o u
I I i PROVIDED: 701S.F. STANDARDS AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE AGENCY o114
=
HAVING JURISDICTION.ALSO INSPECTORS WILL HAVE THE RIGHT TO CHANGE THE FACILITIES AS NEEDED. N 0 • •qp
i
I
`I --- `� _
\ i THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE LOCATIONS OF ALL EXISTING Lu v cn' c LY
UTILITIES.IF CONFLICTS OCCUR,THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO
CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. E cd y S.
Il LOT: 3 I z � � r_ J
I I THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL. a V
1.143 ACRES V W CL
' 49811 SQFT >. c L a , WHEN GRADING OPERATIONS HAVE BEEN COMPLETED AND THE DISTURBED GROUND SHALL BE LEFT v 4J
"OPEN"FOR 30 DAYS OR MORE THE AREA SHALL BE FURROWED PARALLEL TO THE CONTOURS OF THE d N.I U)
AREA. s
THE CONTRACTOR SHALL MODIFY EROSION CONTROL MEASURES TO ACCOMMODATE PROJECT PLANNING. 0 V
%oo
i I //// // Ili 1111 IIII I I 1 I MAINTENANCE: i °°
THE OWNER'S REPRESENTATIVE SHALL MAKE ROUTINE CHECKS ON ALL EROSION CONTROL MEASURES TO
N I II I I I 1
— I DETERMINE IF REPAIRS OR SEDIMENT REMOVAL IS NECESSARY.DUE TO CONDITIONS THAT MAY ARISE IN III \\(\�I/ //Ii/ / / I THE FIELD,ADDITIONAL CONTROL MAY BE DETERMINED TO BE NECESSARY.
--- �` /
I f S _ _ SF SF SF —� S� SF
I -2684- - - - - -- -—— — — ——— \ \��_ /// f SILT FENCE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT THE LEAST S\ONA
DAILY DURING PROLONGED RAINFALL. �� \STF
30'WIDE SEWER& — \ I �� �� 2
WATER MAIN EASEMENT, -
I� PER INGLEWOOD PLACE O `cR I CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCES,END RUNS,AND a
SUBDIVISION NO.1
I UNDERCUTTING BENEATH SILT FENCING.
Ell
5 O I O I TI NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SILT FENCING SHALL BE ACCOMPLISHEDoll
— \— - - - - - - - - - — — — — — — — — — — — — — PROMPTLY. O D 0
III
III 'X' �\ '1' I \ O SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL.THEY MUST BE REMOVED WHEN THE
III ALTA HILLS LANE I LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER.
2 / (PRIVATE) '\ 1
III j I o KEYED NOTES:
III Q / — — — — — — — — — —— — — — — — — — — — — — —II - ! PROVIDE,INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
O9� �� p ' REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
III I / --_---_-__
j ----- ---- ----------- o I_ LOT 1, BLO 1
m o I I O ;I ------- _\ INGL OOD PLAC DIVISION N0. 1 O SILT FENCE AS SHOWN ON PLAN.SEE DETAIL'C3',SHEET C5.03.
W �I r I _____________ -_ __ \__ \� N (PROPOSE2 TEMPORARY CONSTRUCTION ENTRANCE.SEE DETAIL'C1',SHEET C5.03.LOCATION SHOWN IS N
r , - \ ---- I O SUGGESTIVE.CONTRACTOR TO RELOCATE AS NEEDED. W
J� —
J o �I I N III I I I I ---�/� �__�� �\\\ I � �
Q o' N I I I -- ----- // /j \ vVA I Ln `�
Q I f it CONCRETE WASHOUT AREA.CREATE A MIN.10'X10'AREA WITH A V HIGH BERM.LINE AREA WITH LJJ
I l y I I / Y v v \VA Lu 3
W 0
w o __ ----- / / / / / \\ \ I PLASTIC.DISCARD WASTE IN DUMPSTER WHEN FULL AND LEGALLY DISPOSE OF.SEE DETAIL'A3',
o z I I I I I / / / / \\ \\ \\\ --- T I O SHEET C5.03.LOCATION SHOWN IS SUGGESTIVE.CONTRACTOR TO RELOCATE AS NEEDED. z
fA I I - �/- �\ -� \\ \ __�
> II II I I I r — /////// / I/ / / �����VAA\ \\V\�� I ��
o I > I I I 1 I I LOT: 2 O / \ III I 1\ CONSTRUCTION DUMPSTER,CHECK LEVEL DAILY,LEGALLY DISPOSE OF WASTE AS NEEDED. Q
II I 0.903 ACRES n f� T / 7 0\ I I -, I p O LOCATION SHOWN IS SUGGESTIVE.CONTRACTOR TO RELOCATE AS NEEDED.
rn _ I I I _ 11 lI// � III I
CD III 1 I I 39337 SQFT 1/l l I lil C/ � i/l// /I l I I O Q
I 0 IJ II I I / /�/ //// i \� I PORTABLE CONSTRUCTION TOILET.TOILET TO BE PROPERLY SECURED TO PREVENT TIPPING. z
---- �j�_// i //l --- I U) O BUILD 6"BERM AROUND TOILET TO CONTAIN ANY SPILLS OR LEAKAGE.CHECK LEVEL DAILY. O O N M
o I I MI r\ I / // //r // I I LEGALLY DISPOSE OF WASTE AS NEEDED.SEE DETAIL'A1',SHEET C5.03.LOCATION SHOWN IS a
N O I I I I /__ // / // �� ;\; — I SUGGESTIVE.CONTRACTOR TO RELOCATE AS NEEDED. w _
III j Z I III I `� --- I I M v)
I I / / l T/ / I I MATERIAL STORAGE AND STOCK PILE AREA.SEE DETAIL'A5',SHEET C5.03.LOCATION SHOWN IS
------1I I I O SUGGESTIVE.CONTRACTOR TO RELOCATE AS NEEDED. z
W
1
I \\ LOT 2 OPEN SPACE:
\ REQ=1,966S.F.
l I \ PROVIDED:1,986 s.L / 1 W
W > ���I W N
II I� V
— z a 11 I
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I I I I I \ �� \ I I I O C \
III r I I I \ I I I
� a � 11
\ III , Ln
I II I I \ I OPEN SPACE II I ,
-AREA 2;5;968 of
I N
a
W
I I I I
F-
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io
,
r-
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o I M \I I 4a1 O
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N a II I --_- SLOT: 1
`'4 I I_ 0.830 ACRES
II1 1 _
I I 36146 SQFT SHERGAR LANE14
,� \\\\ I \ ��\�
_
__ \\\ I (PRIVATE)
lii
CJ II II
LL
LOT 1 OPEN SPACE: I T — — -1 cn
Z
REQ:1,957 S.F(5/0) Q
a - III ----_ .- ----------- -------- --------- -
a II ------ =- -----— -- - ---- --------- -------- °c
r
i --------48.00j ---�\ \` ;� �,- _�------` - I ; , �� � CL MCDONALD LATERAL o
CD
/// - __- 4 1 - - -
CD Lu
i� - ---—— -- - N 89036'01" W 227.70',--- — _7-� EDGE of cc
\ _-_--_— ASPHALT
Ln
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o I� 06
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L Q
PROJECT NO: 21070
o — 191.18'(S89°35'33"E) 58.82'(N89°35'33"W)
---- ---------------------------------- ------------------------------ ----------------------------------------L----- ----------------------------------------------------------------------
DRAWN BY: CCW
BASIS OF BEARING:S 89°36'01"E o 2657.24'--, sd sd sd sa sa CHECKED BY: RJP
E VICTORY RD
0 0 (96.0'WIDE PAVED PUBLIC ROAD) DATE: 08-17-21
� o
I
J
w — o
-7f
- - --- - - -- - DIGLIN EROSION
Cad l3e�a� 0c� l� - CONTROL
NOTICE, CALL 811 BEFORE YOU DIG! PLAN
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,
III PROTECTION,AND RESTORATION OF ALL BURIED OR ABOVE C2s10
GROUND UTILITIES,SHOWN OR NOT SHOWN ON THE PLANS.
s
II JhiHKF'JVr11V VV. m NORTH
III I
0
N III 0�5�' FOUND BOUNDARY m c
I III FOUND REBAR AND CAP LINE STAKE z y L L
CURB& IN ASPHALT,PER ROS 10764 �� m
GUTTER II FOUND BOUNDARY - v IRE FENCE
S 89036'02" E 244.61' EX SHED S 89036'02" E 244.61' > cd ,
N - 48.00' rt 1- - -s— - - -s—�. —s -s s — _s—�. -- -- °-' " - ' - - - - - - -- -- -- 3 c t
III I III % ® S 893602 E 800.18 (S89°35'33"E) c E
W Q ao
III N I I
� Icv s 8 � o
III IV T1- - - - - - - - - -I -
- - -- 1 -- -- -- �-
II I - - - -- -- SCALE: 30' W 4
DRIVE CUT C
a l I Zt
15.0'WIDE INGRESS/ W c N
LLI - +I - - - - - - - - - - - - - - - - - - - - - - - t3EG.RiSMNZ - - - - - - - - - - - - - - - - - -7907 _ N
1 z
W 0 15, 30' 60' 90, a ono C (A w c to
III �I I a Q OLa o J C
°° °� �ou_ GENERAL NOTES: Zu)
ycdC •
III I
CONTRACTOR IS TO COORDINATE ALL SITE UTILITIES WITH PLUMBING DRAWINGS.
Q C
III I -o 1 LOT3OPENSPATE 1,a3s �_ ALL NEW WATER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY uj Z
1 REOsi=z,as1 sFF EXISTING FIRE HYDRANT TO REMAIN ed C L
III I I , I-- STANDARDS&SPECIFICATIONS. c N
m I I PROVIDED:2,570�S.F. rn •� 0
I 1 I I ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING o V C
MUNICIPALITY STANDARDS&SPECIFICATIONS. Ncq
• �qp
1 1 0 W C
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND m cn C W
a OTHER UTILITIES BEFORE STAKING OR CONSTRUCTING ANY SEWER LINES. u
--
a ,; ed
I I I LOT: 3 I ° L
1.143 ACRES z 0 3 7
EjCURB&GUTTER III 1 49811 SQFT I FOUR FEET OF COVER IS REQUIRED OVER ALL SEWER LINES. o i C41
N 1 TO REMAIN ' I I MAINTAIN A MINIMUM OF 48 INCHES OF COVER ON ALL WATER LINES. w a �b+0
�
c W 41
1 I CONTRACTOR IS TO COORDINATE LOCATION AND DESIGN OF NEW COMMUNICATION/DATA FACILITIES TO d N
I 1 a BUILDING WITH UTILITY PROVIDER.
III I d6 I 1 a �>
III I I I CONTRACTOR IS TO COORDINATE LOCATION AND DESIGN OF NEW NATURAL GAS FACILITIES TO BUILDING o U
III 1 e WITH DOMINION ENERGY AND MECHANICAL PLANS. c
I _
'o
I LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS.CONTRACTOR IS TO
ao
s I i
III I I III 1 VERIFY CONNECTION POINTS WITH EXISTING UTILITIES.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO REMAIN.
III I III I CO 1 14 °
III i III I a UTILITY PROVIDERS:
a
WATER:WATER PROVIDER
30'WIDE SEWER& ° ° ° ° I° SEWER:SEWER DISTRICT S\ONA L FN O
III I 1 WATER MAIN EASEMENT, EXISTING FIRE HYDRANT TO REMAIN
III f I 1 NATURAL GAS:DOMINION ENERGY
Ni PER INGLEWOOD PLACE a ELECTRICAL POWER:POWER PROVIDER J
III 1 SUBDIVISION NO.1
° I TELEPHONE:CENTURY LINK
N � 1 1
--- - - 13 - - - ---------- ---=1= ------- d �,
Q`
I o
8
W ,•, I ; 1 w KEYED NOTES:
I
PROVIDE INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
O
LTA HILLS LANE � 1 I ° I, �
F REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS
(PRIVATE)
s s s NEW 1-1/2"WATER METER PER MERIDIAN CITY STANDARDS AND SPECIFICATIONS.CONNECT TO
N} 1 1 12 I I FIRE HYDRANT LATERAL WITH 2"CTS POLY PIPE AND ROUTE TO NEW METER LOCATION.REDUCE TO
0 - - - -
- -- ---- ----- - --_ +- - - - 1 1-1/2"CTS POLY AT METER BOX AND UPSIZE BACK TO 2"CTS POLY PIPE AFTER METER TO THE
II O ---- ---------- \ii I BUILDING.SEE PLUMBING PLANS FOR CONTINUATION IN THE BUILDING.MIN.48"COVER OVER TOP
III I ----------------- ---- 1 I_ LOT 1, BLOCK 1 U � °a OF PIPE.
1 1 ti INGLEWOOD PLACE SUBDIVISION NO. 1
III 00 I _____ 1 ' PROPOSED 2 SANITARY SEWER SAMPLING MANHOLE,PER MERIDIAN CITY SEWER STANDARDS.
III W of 1 14 r I I NIV— ( ) O RIM:2989.69 IE IN:2684.89 IE OUT:2684.64 m
CURB& III > co I I I 800 GALLON GREASE INTERCEPTOR,PER PER MERIDIAN CITY SEWER STANDARDS C4 W
GUTTER III Q > o O I I 1 ----------- -- W _ _ O W RIM:2689.87 E RIM:2689.81 IE IN:2685.28 IE OUT:2684.95
Lu w O 1 I I O
� 0 z 0 1 I I __________ I CONTRACTOR TO FIELD VERIFY LOCATION,ELEVATION,AND SIZE OF STUBBED SEWER LATERAL W
O I 1 I I � r I �Ln 4 PRIOR TO CONSTRUCTION AND CONNECT ONTO EXISTING LATERAL PER MERIDIAN SEWER
III o Z I I FUTURE I LOT: 2 0 1 'N O STANDARDS AND SPECIFICATIONS.IF SEWER LATERAL IS NOT DEEPER THAN 2683.801,CONTRACTOR Z z
III rn = I I BUILDING I 0.903 ACRES n 1
O TO CONTACT ENGINEER OF RECORD FOR ALTERNATIVE SEWER DESIGN. Q
III O I I 4,550 S.F. I 39337 SOFT 1 0O
(n a° GREASE WASTE ONLY 6"PVC SDR-35 SANITARY SEWER LATERAL AT 2%MINIMUM SLOPE,INCLUDING Z
III O 1 I I 5 ALL FITTINGS.CLEANOUTS AT 100-FOOT MAXIMUM SPACING.SEE APWA PLANS NO. &382 FOR Q z
III o --------- -----il 1 I O TRENCHING.SEE APWA PLAN NO.431 FOR CLEANOUTS. O M
N o 1 I I III a ON
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STORM RUNOFF Title: Starbucks Meridian STORM RUNOFF Title: Starbucks Meridian STORM RUNOFF Title : Starbucks Meridian W CO fA C C (ACALCULATION Scope Site Drainage Design CALCULATION Scope Site Drainage Design CALCULATION Scope Site Drainage Design .F O to
lt SHEET Tributary Area 1 Retention Facilities SHEET Tributary Area 2 Retention Facilities SHEET Tributary Area 3 Retention Facilities d C
Mcneil Engineering Project No. Engineer: TJD Check: RJP Mcneil Engineering Project No. Engineer: TJD Check: RJP Mcneil Engineering Project No. Engineer: TJD Check: RJP Ct J
8610 S.Sandy Pkwy,Sandy, UT 21070 Authority: Meridian, ID IRev. No.: 0 8610 S.Sandy Pkwy,Sandy, UT 21070 lAuthority: Meridian, ID IRev. No.: 0 8610 S.Sandy Pkwy,Sandy, UT 21070 Authority: Meridian, ID IRev.No.: 0 Z ? _ •
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Design Philosophy: Design Philosophy: Design Philosophy: W 2
The storm water runoff from the project site will sheet flow to the drive isles where The storm water runoff from the project site will sheet flow to the drive isles where The storm water runoff from the project site will sheet flow to the drive isles where Cd = i
stormwater fill flow in gutters to a curb cut where storm water will flow through a curb stormwater fill flow in gutters to a curb cut where storm water will flow through a curb stormwater fill flow in gutters to a curb cut where storm water will flow through a curb "' G
cut to a site retention basin sized for the 100-year storm. cut to a site retention basin sized for the 100-year storm. cut to a site retention basin sized for the 100-year storm. o V IC
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Area Identification Runoff Coefficient Area Identification Runoff Coefficient Area Identification Runoff Coefficient W N C L 1
(A) (C) (C-A) (A) (C) (C-A) (A) (C) (C-A)
Paved 5,106 sf (0.12 ac) 0.85 = 4,340 sf Paved 1,395 sf (0.03 ac) 0.85 = 1,186 sf Paved 5,086 sf (0.12 ac) 0.85 = 4,323 sf 0 m •� L
Roof Area 1,150 sf (0.03 ac) 0.90 = 1,035 sf Roof Area 1,150 sf (0.03 ac) 0.90 = 1,035 sf Roof Area 0 sf (0.00 ac) 0.90 = 0 sf 0 = J
Landscaped 1,664 sf (0.04 ac) 0.15 = 250 sf Landscaped 3,765 sf (0.09 ac) 0.15 = 565 sf Landscaped 5,647 sf (0.13 ac) 0.15 = 847 sf w 'd0 7
Total 7,920 sf (0.18 ac) 0.71 (ave) 5,625 sf Total 6,310 sf (0.14 ac) 0.44(ave) 2,786 sf Total 10,733 sf (0.25 ac) 0.48(ave) 5,170 sf N W J
Allowable Discharge Rate = 0.00 cfs/ac Allowable Discharge Rate = 0.00 cfs/ac Allowable Discharge Rate= 0.00 cfs/ac .�
100-Year, 24-Hour Storm: Allowable Peak Discharge = 0.00 cfs 100-Year, 24-Hour Storm: Allowable Peak Discharge = 0.00 cfs 100-Year, 24-Hour Storm: Allowable Peak Discharge= 0.00 cfs �n V
Time Rate Rainfall Q in Add'I Q in Total Q in Q out Storage Time Rate Rainfall Q in Add'I Q in Total Q in Q out Storage Time Rate Rainfall Q in Add'I Q in Total Q in Q out Storage
(min) (in/hr) (Inches) (cfs) (cfs) (cfs) (cfs) (cf) (min) (in/hr) (Inches) (cfs) (cfs) (cfs) (cfs) (cf) (min) (in/hr) (Inches) (cfs) (cfs) (cfs) (cfs) (cf) Go
5 6.36 0.53 0.83 0.00 0.83 0.00 248 5 6.36 0.53 0.41 0.00 0.41 0.00 123 5 6.36 0.53 0.76 0.00 0.76 0.00 228
10 4.86 0.81 0.63 0.00 0.63 0.00 380 10 4.86 0.81 0.31 0.00 0.31 0.00 188 10 4.86 0.81 0.58 0.00 0.58 0.00 349
15 4.00 1.00 0.52 0.00 0.52 0.00 469 15 4.00 1.00 0.26 0.00 0.26 0.00 232 15 4.00 1.00 0.48 0.00 0.48 0.00 431
30 2.70 1.35 0.35 0.00 0.35 0.00 633 30 2.70 1.35 0.17 0.00 0.17 0.00 313 30 2.70 1.35 0.32 0.00 0.32 0.00 582 �pNA L FN O
60 1.67 1.67 0.22 0.00 0.22 0.00 783 60 1.67 1.67 0.11 0.00 0.11 0.00 388 60 1.67 1.67 0.20 0.00 0.20 0.00 720 o��S�,\STF
120 0.91 1.82 0.12 0.00 0.12 0.00 853 120 0.91 1.82 0.06 0.00 0.06 0.00 422 120 0.91 1.82 0.11 0.00 0.11 0.00 784 a J
180 0.62 1.85 0.08 0.00 0.08 0.00 867 180 0.62 1.85 0.04 0.00 0.04 0.00 429 180 0.62 1.85 0.07 0.00 0.07 0.00 797
360 0.33 1.98 0.04 0.00 0.04 0.00 928 360 0.33 1.98 0.02 0.00 0.02 0.00 460 360 0.33 1.98 0.04 0.00 0.04 0.00 853
720 0.19 2.29 0.02 0.00 0.02 0.00 1,073 720 0.19 2.29 0.01 0.00 0.01 0.00 532 720 0.19 2.29 0.02 0.00 0.02 0.00 987
1440 0.10 2.46 0.01 0.00 0.01 0.00 1,153 1440 0.10 2.46 0.01 0.00 0.01 0.00 571 1440 0.10 2.46 0.01 0.00 0.01 0.00 1,060 `0
Surface Storage Provided: Surface Storage Provided: Surface Storage Provided:
Pond Area(sf) Depth (ft) Volume(cu.ft.) Pond Area(sf) Depth (ft) Volume(cu.ft.) Pond Area(sf) Depth (ft) Volume (cu.ft.)
Basin 1 2328 1 1164 cf Basin 1 2294 0.5 574 cf Basin 1 2270 0.5 1135 cf
Total Surface Storage 1164 cf Total Surface Storage 574 cf Total Surface Storage 1135 cf
Total Retention Provided : 1,164 cf Total Retention Provided : 574 cf Total Retention Provided : 1,135 cf
Total Retention Required : 1,153 cf Total Retention Required : 571 cf Total Retention Required : 1,060 cf m
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❑ CONTROL INTERNAL EROSION DESCRIPTION: ® CONTROL INTERNAL EROSION •�
SEDIMENT FABRIC A TEMPORARY SEDIMENT BARRIER CONSISTING OF ENTRENCHED FILTER FABRIC N V
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TARGETED POLLUTANTS APPLICATIONS: TARGETED POLLUTANTS Go
• PERIMETER CONTROL:PLACE BARRIER AT DOWNGRADE LIMITS OF DISTURBANCE.
DESCRIPTION: ■ SEDIMENT • SEDIMENT BARRIER:PLACE BARRIER AT TOE OF SLOPE OR SOIL STOCKPILE. ■ SEDIMENT
A STABILIZED PAD OF CRUSHED STONE LOCATED WHERE CONSTRUCTION TRAFFIC ENTERS ❑ NUTRIENTS 0 PROTECTION OF EXISTING WATERWAYS:PLACE BARRIER AT TOP OF STREAM BANK ❑ NUTRIENTS
OR LEAVES THE SITE FROM OR TO PAVED SURFACE. • INLET PROTECTION:PLACE FENCE SURROUNDING CATCH BASINS
El TOXIC MATERIALS ❑ TOXIC MATERIALS `
APPLICATIONS: ❑ OIL&GREASE INSTALLATION/APPLICATION CRITERIA: ❑ OIL&GREASE t�Sj\,\ST FN 0
AT ANY POINT OF INGRESS OR EGRESS AT A CONSTRUCTION SITE WHERE ADJACENT • PLACE POSTS 6 FEET APART ON CENTER ALONG CONTOUR(OR USE PRE-ASSEMBLED
TRAVELED WAY IS PAVED.GENERALLY APPLIES TO SITES OVER 2 ACRES UNLESS SPECIAL ❑ FLOATABLE MATERIALS UNIT)AND DRIVE 2 FEET MINIMUM INTO GROUND.EXCAVATE AN ANCHOR TRENCH ❑ FLOATABLE MATERIALS �l
CONDITIONS EXIST. ❑ OTHER WASTE IMMEDIATELY UPGRADIENT OF POSTS ❑ OTHER WASTE
• SECURE WIRE MESH(14 GAGE MIN.WITH 6 INCH OPENINGS)TO UPSLOPE SIDE OF
INSTALLATION/APPLICATION CRITERIA: POSTS.ATTACH WITH HEAVY DUTY 1 INCH LONG WIRE STAPLES,TIE WIRES OR HOG
• CLEAR GRUB AREA AND GRADE TO PROVIDE MAXIMUM SLOPE OF 2%. ■ HIGH IMPACT RINGS. ■ HIGH IMPACT
• COMPACT SUB GRADE AND PLACE FILTER FABRIC IF DESIRED(RECOMMENDED FOR CUT FABRIC TO REQUIRED WIDTH,UNROLL ALONG LENGTH OF BARRIER AND DRAPE `O
ENTRANCES TO REMAIN FOR MORE THAN 3 MONTHS. R MEDIUM IMPACT R MEDIUM IMPACT
OVER BARRIER.SECURE FABRIC TO MESH WITH TWINE,STAPLES,OR SIMILAR,WITH
• PLACE COARSE AGGREGATE,1 TO 2-1/2 INCHES IN SIZE,TO A MINIMUM DEPTH OF 8 ❑ LOW OR UNKNOWN IMPACT TRAILING EDGE EXTENDING INTO ANCHOR TRENCH. ❑ LOW OR UNKNOWN IMPACT
INCHES. 0 BACKFILL OVER FILTER FABRIC TO ANCHOR.
LIMITATIONS:
LIMITATIONS:
• REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONES. 0 RECOMMENDED MAXIMUM DRAINAGE AREA OF 0.5 ACRE PER 100 FEET OF FENCE.
• SHOULD BE USED IN CONJUNCTION WITH STREET SWEEPING ON ADJACENT PUBLIC • RECOMMENDED MAXIMUM UPGRADIENT SLOPE LENGTH OF 150 FEET.
RIGHT-OF-WAY. IMPLEMENTATION REQUIREMENTS • RECOMMENDED MAXIMUM UPHILL GRADE OF 2:1 (50%). IMPLEMENTATION REQUIREMENTS
• RECOMMENDED MAXIMUM FLOW RATE OF 0.5 CFS.
MAINTENANCE: ■ CAPITAL COSTS 0 PONDING SHOULD NOT BE ALLOWED BEHIND FENCE. R CAPITAL COSTS
• INSPECT DAILY FOR LOSS OF GRAVEL OR SEDIMENT BUILDUP. m
• INSPECT ADJACENT ROADWAY FOR SEDIMENT DEPOSIT AND CLEAN BY SWEEPING OR R 0&M COSTS R 0&M COSTS
MAINTENANCE:SHOVELING. R MAINTENANCE • INSPECT IMMEDIATELY AFTER ANY RAINFALL AND AT LEAST DAILY DURING R MAINTENANCE Lu
•
• REPAIR ENTRANCE AND REPLACE GRAVEL AS REQUIRED TO MAINTAIN CONTROL IN PROLONGED RAINFALL.
GOOD WORKING CONDITION. El TRAINING • LOOK FOR RUNOFF BYPASSING ENDS OF BARRIERS OR UNDERCUTTING BARRIERS. El TRAINING O W
• EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE TRAFFIC AND PREVENT 0 REPAIR OR REPLACE DAMAGED AREAS OF THE BARRIER AND REMOVE ACCUMULATED Q
EROSION AT DRIVEWAYS. HIGH R MEDIUM LOW SEDIMENT. ■ HIGH R MEDIUM Ei LOW Z zz
• REANCHOR FENCE AS NECESSARY TO PREVENT SHORTCUTTING.
• REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/2 THE HEIGHT OF THE FENCE. z Q I=
Q z
STABILIZED CONSTRUCTION ENTRANCE SILT FENCE O O a
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DRAINAGE AREA TO COVER WHEN
COTNMENT NOT IN USE
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OBJECTIVES OBJECTIVES O OBJECTIVES Q
o R HOUSEKEEPING PRACTICES ❑ HOUSEKEEPING PRACTICES 0 y R HOUSEKEEPING PRACTICES 0
N R CONTAIN WASTE R CONTAIN WASTE PELLET R CONTAIN WASTE J
N WASHDOWN AREA FOR STORAGE
❑ MINIMIZE DISTURBED AREA ❑ MINIMIZE DISTURBED AREA ❑ MINIMIZE DISTURBED AREA
PONDING STORAGE
❑ STABILIZE DISTURBED AREA ❑ STABILIZE DISTURBED AREA El STABILIZE DISTURBED AREA
- CONTROLLED STORAGE LOCATION
❑ PROTECT SLOPES/CHANNELS ❑ PROTECT SLOPES/CHANNELS ❑ PROTECT SLOPES/CHANNELS
o - BERMED PERIMETER IMPOUNDMENT
c� ❑ CONTROL SITE PERIMETER ❑ CONTROL SITE PERIMETER ❑ CONTROL SITE PERIMETER
GRAVEL PAD - STORAGE OFF GROUND
o ❑ CONTROL INTERNAL EROSION ❑ CONTROL INTERNAL EROSION - COVER WHEN NOT IN USE ❑ CONTROL INTERNAL EROSION
vi
J Z
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TARGETED POLLUTANTS TARGETED POLLUTANTS TARGETED POLLUTANTS N a
DESCRIPTION: DESCRIPTION:
El SEDIMENT SEDIMENT El SEDIMENT O N
U
a SEDIMENT PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORM WATER FROM CONTROLLED STORAGE OF ON-SITE MATERIALS.
w
i ❑ NUTRIENTS CONCRETE WASTE BY CONDUCTING WASHOUT OFF-SITE,PERFORMING ON-SITE WASHOUT ❑ NUTRIENTS ❑ NUTRIENTS (n 0
o IN A DESIGNATED AREA,AND TRAINING EMPLOYEES AND SUBCONTRACTORS. APPLICATIONS: j
o ❑ TOXIC MATERIALS ❑ TOXIC MATERIALS TOXIC MATERIALS
• STORAGE OF HAZARDOUS,TOXIC,AND ALL CHEMICAL SUBSTANCES. ■
i El OIL&GREASE APPLICATIONS: El OIL&GREASE ANY CONSTRUCTION SITE WITH OUTSIDE STORAGE OF MATERIALS. ❑ OIL&GREASE W
THIS TECHNIQUE IS APPLICABLE TO ALL TYPES OF o SITES.ElFLOATABLE MATERIALS ❑ FLOATABLE MATERIALS ❑ FLOATABLE MATERIALS
DESCRIPTION: INSTALLATION/APPLICATION CRITERIA:
TEMPORARY ON-SITE SANITARY FACILITIES FOR CONSTRUCTION PERSONNEL. ■ OTHER WASTE INSTALLATION/APPLICATION CRITERIA: R OTHER WASTE • DESIGNATE A SECURED AREA WITH LIMITED ACCESS AS THE STORAGE LOCATION. R OTHER WASTE
N STORE DRY AND WET MATERIALS UNDER COVER,AWAY FROM DRAINAGE AREAS. ENSURE NO WATERWAYS OR DRAINAGE PATHS ARE NEARBY. Lu
APPLICATIONS: • AVOID MIXING EXCESS AMOUNTS OF FRESH CONCRETE OR CEMENT ON-SITE. • CONSTRUCT COMPACTED EARTHEN BERM(SEE EARTH BERM BARRIER INFORMATION
• ALL SITES WITH NO PERMANENT SANITARY FACILITIES OR WHERE PERMANENT ■ HIGH IMPACT • PERFORM WASHOUT OF CONCRETE TRUCKS OFF-SITE OR IN DESIGNATED AREAS ■ HIGH IMPACT SHEET),OR SIMILAR PERIMETER CONTAINMENT AROUND STORAGE LOCATION FOR ■ HIGH IMPACT
i FACILITY IS TO FAR FROM ACTIVITIES. ONLY. IMPOUNDMENT IN THE CASE OF SPILLS. a a a a a a a
Q R MEDIUM IMPACT R MEDIUM IMPACT R MEDIUM IMPACT
• DO NOT WASH OUT CONCRETE TRUCKS INTO STORM DRAINS,OPEN DITCHES, ENSURE ALL ON-SITE PERSONNEL UTILIZE DESIGNATED STORAGE AREA.DO NOT w
INSTALLATION/APPLICATION CRITERIA: ❑ LOW OR UNKNOWN IMPACT STREETS,OR STREAMS. ❑ LOW OR UNKNOWN IMPACT STORE EXCESSIVE AMOUNTS OF MATERIAL THAT WILL NOT BE UTILIZED ON SITE. ❑ LOW OR UNKNOWN IMPACT
• LOCATE PORTABLE TOILETS IN CONVENIENT LOCATIONS THROUGHOUT THE SITE. • DO NOT ALLOW EXCESS CONCRETE TO BE DUMPED ON-SITE,EXCEPT IN DESIGNATED • FOR ACTIVE USE OF MATERIAL AWAY FROM THE STORAGE AREA ENSURE MATERIALS PROJECT NO: 21070
J • PREPARE LEVEL,GRAVEL SURFACE AND PROVIDE CLEAR ACCESS TO THE TOILETS AREAS. ARE NOT SET DIRECTLY ON THE GROUND AND ARE COVERED WHEN NOT IN USE.
FOR SERVICING AND FOR ON-SITE PERSONNEL. • WHEN WASHING CONCRETE TO REMOVE FINE PARTICLES AND EXPOSE THE PROTECT STORM DRAINAGE DURING USE. DRAWN BY: CCW
a0 CONSTRUCT EARTH BERM PERIMETER(SEE EARTH BERM BARRIER INFORMATION AGGREGATE,AVOID CREATING RUNOFF BY DRAINING THE WATER WITHIN A BERMED 2-SHEET),CONTROL FOR SPILL/PROTECTION LEAK. OR LEVEL AREA(SEE EARTH BERM BARRIER INFORMATION SHEET.) LIMITATIONS: CHECKED BY: RJP
i IMPLEMENTATION REQUIREMENTS TRAIN EMPLOYEES AND SUBCONTRACTORS IN PROPER CONCRETE WASTE IMPLEMENTATION REQUIREMENTS 0 DOES NOT PREVENT CONTAMINATION DUE TO MISHANDLING OF PRODUCTS. IMPLEMENTATION REQUIREMENTS
� LIMITATIONS: MANAGEMENT. 0 SPILL PREVENTION AND RESPONSE PLAN STILL REQUIRED. DATE: 08-17-21
CD R CAPITAL COSTS ❑ CAPITAL COSTS R CAPITAL COSTS
• NO LIMITATIONS • ONLY EFFECTIVE IF MATERIALS ARE ACTIVELY STORED IN CONTROLLED LOCATION.
R 0&M COSTS LIMITATIONS: ❑ 0&M COSTS R 0&M COSTS
J MAINTENANCE: OFF-SITE WASHOUT OF CONCRETE WASTES MAY NOT ALWAYS BE POSSIBLE. MAINTENANCE:
R MAINTENANCE ® MAINTENANCE R MAINTENANCE
• PORTABLE TOILETS SHOULD BE MAINTAINED IN GOOD WORKING ORDER BY LICENSED • INSPECT DAILY AND REPAIR ANY DAMAGE TO PERIMETER IMPOUNDMENT OR
SERVICE WITH DAILY OBSERVATION FOR LEAK DETECTION. El TRAINING MAINTENANCE: R TRAINING SECURITY FENCING. TRAINING CIVIL
REGULAR WASTE COLLECTION SHOULD BE ARRANGED WITH LICENSED SERVICE. • INSPECT SUBCONTRACTORS T ENSURE THAT CONCRETE WASTES ARE BEING
CHECK MATERIALS ARE BEING CORRECTLY STORED(I.E.STANDING UPRIGHT,IN
o • ALL WASTE SHOULD BE DEPOSITED IN SANITARY SEWER SYSTEM FOR TREATMENT PROPERLY MANAGED. LABELED CONTAINERS,TIGHTLY CAPPED)AND THAT NO MATERIALS ARE BEING
N WITH APPROPRIATE AGENCY APPROVAL. ■ HIGH R MEDIUM ❑ LOW • IF USING A TEMPORARY PIT,DISPOSE HARDENED CONCRETE ON A REGULAR BASIS. ■ HIGH R MEDIUM ❑ LOW STORED AWAY FROM THE DESIGNATED LOCATION. ■ HIGH R MEDIUM ❑ LOW DETAILS
i
U
PORTABLE TOILETS Al CONCRETE WASTE MANAGEMENT MATERIALS STORAGE A3 A5 C5s03
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