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CCE DESIGN ASSOCIATES, INC.
GENERAL CIVIL NOTES MERIDIAN: 3597 E Monarch Sky Ln, Suite 240, Meridian, ID 83646
IDAHO-CALIFORNIA-FLORIDA P-21566
1. ALL PERMITS WILL BE SECURED BY THE OWNER AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLYCCE sp 8/9/23 .Z.
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WITH THE CONDITIONS AND REQUIREMENTS OF THE PERMITS. DESIGN ASSOCIATES www.ccedesignassociates.com �G �Tf OF\OP ��
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2. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED
CITY OF MERIDIAN NOTES UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PREPARATION OF THESE PLANS. DUSTIN J. HAYES, P.E.
LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN.THE CONTRACTOR SHALL PERFORM AT THEIR EXPENSE A FIELD
GENERAL CONSTRUCTION SEWER OBSERVATION LOCATING ALL EXISTING UTILITIES INCLUDING ELEVATIONS AND NOTIFY THE OWNER AND THE Lu
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF 1 CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR Q •
THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC),THE CITY OF MERIDIAN WASTEWATER RULES(IDAPA 58.01.16)AS WELL AS THE STANDARDS AND SPECIFICATIONS TO DETERMINE THE EXISTING LOCATIONS OF UTILITIES SHOWN ON THESE PLANS.ANY ADDITIONAL COST INCURRED AS RAW I N G SHEET INDEX
SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC(AND ANY ADDENDUMS), MERIDIAN DESIGN REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. AS RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES PRIOR TO
STANDARDS,THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT(ACHD),AND/OR THE BEGINNING CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR.
REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT(ITD).THE MORE STRINGENT OF 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS CO.0 NOTES
ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. (SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN (10)FEET. 3. CONTRACTOR TO VERIFY ALL EXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER
WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CONSTRUCTION PRIOR TO ANY WORK. ALL WORK FOR STORM DRAIN AND SANITARY SEWER INSTALLATION SHALL CO.1 DETAILS
BEGIN AT THE DOWNSTREAM CONNECTION POINT.THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS TO BE
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD CROSS WITH LESS THAN EIGHTEEN(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL C1.0 DEMOLITION PLAN
SPECIFICATIONS AND DRAWING ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC MADE PRIOR TO THE INSTALLATION OF THE ENTIRE LINE. THE CONTRACTOR FAILS BEGIN AT THE DOWNSTREAM
CONSTRUCTION(AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES CONNECTION POINT AND WORKS UPSTREAM, HE SHALL PROCEED AT HIS OWN RISK AND BE RESPONSIBLE FOR ANY CZ.O SITE PLAN
OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER (IDAPA 58.01.16). ADJUSTMENTS NECESSARY. C3.0 GRADING PLAN
UNTIL THE SITUATION IS RESOLVED. 4. CONTRACTOR SHALL UNCOVER AND EXPOSE ALL EXISTING UTILITY AND SEWER LINES WHERE THEY ARE CROSSED C4.0 DRAINAGE PLAN `n
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR z
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED"APPROVED FOR CONSTRUCTION"BY THE CITY POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A ABOVE OR BELOW BY THE NEW FACILITY BEING CONSTRUCTED IN ORDER TO VERIFY THE GRADE AND TO ASSURE C5,0 UTILITY PLAN o
OF MERIDIAN ON SITE AT ALL TIMES. POTABLE WATER MAIN AND NON POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN THAT THERE IS SUFFICIENT CLEARANCE. PIPES SHALL NOT BE STRUNG NOR TRENCHING COMMENCED UNTIL ALL Lu
CROSSINGS HAVE BEEN VERIFIED FOR CLEARANCE. IF THE CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE HE C6.0 EROSION & SEDIMENT CONTROL PLAN
(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE
4. ALL CONTRACTORS, SUBCONTRACTORS,AND UTILITY CONTRACTORS SHALL ATTEND A WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA WILL BE SOLELY RESPONSIBLE FOR ANY EXTRA WORK OR MATERIAL REQUIRED IF MODIFICATIONS TO THE DESIGN
PRE-CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). ARE NECESSARY. LEGEND
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR 4. PLACE SEWER SERVICE LINES IN A SIX(6)INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER 5. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE
INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.,SEEPAGE BEDS, COMPLETELY RESTORED TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S SOLE EXPENSE.
TWENTY FOUR(24)HOUR PRIOR NOTICE. DRAINAGE SWALES). BOUNDARY LINES
6. ANY RELOCATION OF UTILITIES SHALL BE COORDINATED WITH THE OWNER AND CONDUCTED IN ACCORDANCE WITH
6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED ANY AND ALL REQUIREMENTS OF THE OWNER, INCLUDING FEES, BONDS. PERMITS AND WORKING CONDITIONS, ETC. CENTER LINE
TESTING.THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. PRESSURIZED IRRIGATION THE OWNER SHALL PAY THE FEES, BONDS,AND FILE THE APPROPRIATE PERMITS FOR ALL SUCH RELOCATION WORK. - - EASEMENT LINE
ALL ON-SITE UTILITY WORK IS THE RESPONSIBILITY OF THE CONTRACTOR(MATERIALS AND INSTALLATION).
1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION PROPERTY LINE I RIGHT OF WAY LINE p
7. ALL MATERIAL FURNISHED ON,OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 7. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE THERETO IS NOT SUFFICIENTLY z
OF THE APPROVING AGENCIES.AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN DETAILED OR EXPLAINED ON THESE PLANS,THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR SUCH FURTHER HARDSCAPE LINES
ENGINEER,CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED THIS 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE EXPLANATIONS AS MAY BE NECESSARY.
PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM.THE DEVICE MUST BE CURB(EXISTING AND PROPOSED)
NOTE NO. 1. APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ)AND THE CITY OF 8. ALL SITE AREAS SHALL BE GRADED AT 1%MINIMUM FOR DRAINAGE UNLESS OTHERWISE NOTED OR ALONG CURB&GUTTER(EXISTING AND PROPOSED)
8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO MERIDIAN WATER DEPARTMENT. FLOWLINES OF CONCRETE LINED GUTTERS AND VALLEY GUTTERS. SIDEWALK(EXISTING AND PROPOSED) W
(A)BACKFILLING TRENCHES FOR PIPE; (B)PLACING OF AGGREGATE BASE; (C)PLACING OF '] FENCE(EXISTING AND PROPOSED)
CONCRETE; (D)PLACING OF ASPHALT PAVING. 9. WHERE EXISTING STRUCTURES ARE TO REMAIN IN CONSTRUCTION ZONE AREA,CONTRACTOR SHALL ADJUST RIMS STRIPING .>
OF THESE STRUCTURES, I.E.CATCH BASINS,VALVE BOXES,CLEAN OUTS, UTILITY BOXES, ETC.TO NEW FINISH EDGE OF PAVEMENT
9. INSPECTION,APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION NOTICE TO CONTRACTORS GRADE. a
SHALL BE BY THE PUBLIC WORKS DEPARTMENT,AND THEIR DECISION SHALL BE FINAL.SUCH 10. ADJUSTMENTS TO PAD ELEVATIONS OR PARKING LOT GRADES TO ACHIEVE EARTHWORK BALANCE SHALL BE MADE GRADING ELEMENTS w
INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF ONLY WITH APPROVAL OF THE ENGINEER.
PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQIQLPE M
1. SPECIFICATION:ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST o
APPROVED CONSTRUCTION PLANS. EDITION AND SUPPLEMENTS OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION MINOR CONTOUR(EXISTING AND PROPOSED)
ADOPTED BY THE BOARD OF PUBLIC WORKS OF THE CITY OF MERIDIAN. 11. THE CONTRACTOR SHALL VERIFY THE CONTENTS AND THICKNESS OF THE BUILDING SLAB SECTION(IE:CONCRETE, 250 250 MAJOR CONTOUR(EXISTING AND PROPOSED) .0 N 11-1
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE SAND, ROCK)WITH THE STRUCTURAL PLANS AND THE ELEVATIONS SHOWN HEREON PRIOR TO COMMENCEMENT OF ------- - - - - - - - - - - TOP OF SLOPE °'
AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 2. PLAN REFERENCES:THE IMPROVEMENT CONSISTS OF WORK CALLED FOR ON THIS PLAN ONLY. GRADING. - - TOE OF SLOPE N o
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS,THE ELECTRICAL CONTRACTOR SHALL 3. REMOVALS: 12. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION ------ - - GB - - - - - - - - GRADE BREAK O
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OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS A. REMOVE ALL EXISTING IMPROVEMENTS THAT INTERFERE WITH THE CONSTRUCTION OF THIS PRACTICES,CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY ------ - - R - - - - - - - - RIDGE
DEPARTMENT.ANY DEVIATION IN STREET LOCATIONS FROM THE APPROVED PLANS MUST BE PROJECT. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL - - - - - - - - - - LIMITS OF GRADING I DAYLIGHT LINE _�
APPROVED IN WRITING FROM THE CITY ENGINEER. B.ALL EXISTING PUBLIC UTILITIES SHALL BE REMOVED OR RELOCATED BY OTHERS. PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED - - - - - CUT-FILL BOUNDARY
TO NORMAL WORKING HOURS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND
4. EXISTING UTILITIES:THE EXISTENCE, LOCATION,AND CHARACTERISTICS OF ALL UNDERGROUND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH UTILITY ELEMENTS
WATER UTILITIES AND STRUCTURES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
AVAILABLE RECORD DATA. NO REPRESENTATION IS MADE AS TO THE ACCURACY AND/OR DESIGN PROFESSIONAL. S SEWER(EXISTING AND PROPOSED)
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE"IDAHO COMPLETENESS OF SAID UTILITY INFORMATION.THE CONTRACTOR SHALL TAKE DUE W WATER(EXISTING AND PROPOSED)
RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA 58.01.08)"AS WELL AS THE STANDARDS PRECAUTIONARY MEASURES TO PROTECT THE FACILITIES SHOWN AND OTHER FACILITIES NOT ON 13. WHERE OFF-SITE DRIVEWAY APPROACHES ARE TO BE CONSTRUCTED THE ON-SITE DRIVEWAY SHALL NOT BE
AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. RECORD OR SHOWN ON THESE PLANS. CONSTRUCTED UNTIL THE OFF-SITE IMPROVEMENTS ARE INSTALLED.THE ON-SITE DRIVEWAY SHALL CONFORM TO SD STORM DRAIN(EXISTING AND PROPOSED)
THE COMPLETED OFF-SITE DRIVEWAY G GAS(EXISTING AND PROPOSED)
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL UNCOVER AND VERIFY THE LOCATION FIRE HYDRANT(EXISTING AND PROPOSED)
(SANITARY SEWER,STORM DRAIN,AND IRRIGATION)SHALL BE A MINIMUM OF TEN(10)FEET. AND ELEVATION OF ALL EXISTING UTILITIES TO BE JOINED,CROSSED,OR PARALLELED. ANY GRADING NOTES: 9 WATER VALVE(EXISTING AND PROPOSED) '
WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO WATER METER(EXISTING AND PROPOSED)
CROSS WITH LESS THAN EIGHTEEN (18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL CONSTRUCTION.OTHERWISE,CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR 1. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON WERE TAKEN FROM RECORD DATA. NO GUARANTEE IS MADE
BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC ANY COSTS OR REPLACEMENT, RELOCATION,OR ADDITIONAL COSTS OF CONSTRUCTION. OR IMPLIED AS TO THE ACCURACY OF SUCH RECORD DATA. NO EXCAVATIONS WERE MADE TO CONFIRM LOCATIONS. S SEWER MANHOLE(EXISTING AND PROPOSED)
DRINKING WATER SYSTEMS(IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES CONTRACTORS ARE CAUTIONED TO CONTACT U.S.A. UNDERGROUND AND TO EXERCISE EXTREME CARE IN u STORM DRAIN STRUCTURE(EXISTING AND PROPOSED)
(IDAPA 58.01.16). 5. SURVEY MONUMENT PRESERVATION IS REQUIRED. VERIFYING ALL LOCATIONS PRIOR TO COMMENCING EXCAVATIONS OR OTHER WORK WHICH MAY AFFECT THESE
UTILITIES.
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR 6. IN ADDITION TO THE CONSTRUCTION SHOWN HEREON,WORK REQUIRED UNDER THIS PLAN WILL ABBREVIATIONS
POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX(6)FEET.WHERE IT IS NECESSARY FOR A ALSO INCLUDE THE CONSTRUCTION OF PERMANENT TRENCH RESURFACING IN ALL AREAS WHERE 2. IRRIGATION LATERALS, PARKING LOT LIGHTING WIRING AND SIGNAL WIRING NOT SHOWN. VERIFY LOCATION BEFORE
POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN UTILITY LINES HAVE BEEN INSTALLED TO SERVE THIS DEVELOPMENT.CONDITIONS OF TRENCH COMMENCING TRENCHING. REPLACE OR REPAIR IMMEDIATELY WHERE BROKEN TO PROVIDE UNINTERRUPTED
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(18)INCHES OF VERTICAL SEPARATION,THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE BACKFILL AND RESURFACING WILL BE AS SPECIFIED ON THE EXCAVATION PERMIT. SERVICE. AD AREA DRAIN
WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS(IDAPA BOW BOTTOM OF WALL(AT GROUND) FG FINISHED GRADE m
58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES(IDAPA 58.01.16). UTILITY NOTES: BW BACK OF WALK FS FINISHED SURFACE J Q
BLDG BUILDING GFF GARAGE FINISHED FLOOR 0
4. PLACE WATER SERVICE LINES IN A TWO(2)INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE 1. THIS SURVEY IS NOT INTENDED TO REPRESENT THE EXACT LOCATIONS,SIZES OR EXTENT OF THE UTILITIES WITHIN CB CATCH BASIN GB GRADE BREAK z
LINE CROSSES A STORM WATER TREATMENT FACILITY(I.E.SEEPAGE BEDS, DRAINAGE SWALES). THE AREA ENCOMPASSED BY THIS SURVEY. THEREFORE, IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CO CLEANOUT HP HIGH POINT Q
CONTRACTOR TO VERIFY THE LOCATION,SIZE AND EXTENT OF ANY EXISTING UTILITIES PRIOR TO DESIGN OR CONC CONCRETE INV INVERT ELEVATION Uj 0
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO CONSTRUCTION.CONTRACTORS ARE CAUTIONED TO CONTACT U.S.A. UNDERGROUND AND TO EXERCISE EXTREME CMP CORRUGATED METAL PIPE LP LOW POINT w
ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE CARE IN VERIFYING ALL LOCATIONS PRIOR TO COMMENCING EXCAVATIONS OR OTHER WORK WHICH MAY AFFECT DR DOOR LT LIGHT
INTERRUPTED,THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR THESE UTILITIES. DS DOWN SPOUT MH MANHOLE
DIP DUCTILE IRON PIPE PV PAVEMENT
2. UTILITY ABANDONMENT/REMOVAL: DISCONNECT AND CAP PIPES AND SERVICES TO REMAIN. REMOVE ALL PORTIONS ESMT EASEMENT POC POINT OF CONNECTION
OF ALL UTILITIES WITHIN NEW BUILDING FOOTPRINT AND DISPOSE OF OFF-SITE.OTHERWISE ABANDON IN PLACE EG EXISTING GRADE R RIDGE Uj
UNLESS NOTED OTHERWISE. EW EDGE OF WALK RIM RIM ELEVATION
FC FACE OF CURB RD ROOF DRAIN
3. NOTIFY THE ENGINEER IMMEDIATELY OF ANY UTILITIES ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS. FW FACE OF WALL TC TOP OF CURB
PRESERVE AND REPAIR ANY UTILITIES THAT ARE DAMAGED AND THAT ARE TO REMAIN. FF FINISHED FLOOR TG TOP OF GRATE
FDC FIRE DEPARTMENT CONNECTION TW TOP OF WALL O
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CROSSINGS OF NEW UTILITIES WITH EACH OTHER,AND WITH FH FIRE HYDRANT T TRANSFORMER
EXISTING UTILITIES.VERIFY EXISTING PIPE LOCATION AND INVERT PRIOR TO INSTALLING NEW UTILITIES. NOTIFY THE FL FLOW LINE WM WATER METER 0.
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR DEVIATIONS. FF FINISHED FLOOR WV WATER VALVE
5. PRIOR TO CONNECTING TO EXISTING UTILITIES FIELD VERIFY LOCATION&INVERT OR DEPTH PRIOR TO INSTALLING
NEW PIPE OR EQUIPMENT. Q
6. ALL CATCH BASINS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC RATED FOR H2O VEHICULAR LOADS. FOR CATCH PROJECT INFORMATION °
BASINS IN WALKWAY AREAS, INCLUDING EXISTING CATCH BASINS, USE HEEL PROOF AND ADA COMPLIANT GRATE. w
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ADA COMPLIANCE: PROJECT OWNER: SOILS ENGINEER: r
CBERT MERIDIAN ATLAS TECHNICAL CONSULTANTS, LLC 0
7. ALL NEW CURB RAMPS SHALL NOT EXCEED A SLOPE OF 1:12(8.33%MAX). 50 HENRY ST MONICA SACULLES, P.E. a
CORTEZ,CO 81321 2791 S VICTORY VIEW WAY
8. ALL WALKS NOT DESIGNATED AS RAMPS SHALL NOT EXCEED A SLOPE OF 1:20(5%)LONGITUDINALLY. BOISE, ID 83709
JOB ADDRESS/PARCEL NUMBERS: 208.376.4748 DRAWN BY: DJH
® 9. LANDINGS SHALL BE PROVIDED AT PRIMARY ENTRANCES TO BUILDINGS WITH A 2%MAXIMUM SLOPE.THE LANDINGS 1737 S MERIDIAN RD
Q SHALL HAVE A MINIMUM WIDTH OF 60"AND A MINIMUM DEPTH OF 60"WHEN THE DOOR OPENS INTO THE BUILDING, MERIDIAN, ID 83644 SURVEY: CHECKED BY: STAFF
AND 42"PLUS THE WIDTH OF THE DOOR WHEN THE DOOR OPENS ONTO THE LANDING. ACKERMAN-ESTVOLD JOB # 22073
ARCHITECT: ANTONIO M.CONTI, PLS
10. RAMPS ARE DEFINED AS ANY WALKWAY BETWEEN SLOPES OF 1:20(5%)AND 1:12(8.33%),AND SHALL HAVE A MINIMUM JEFF LIKES 7661 W. RIVERSIDE DRIVE SUITE 102 SUBMITTAL: 8/10/23
Know what's below. WIDTH OF 48"AND A MAXIMUM CROSS-SLOPE OF 2%. RAMPS EXCEEDING 301,VERTICAL DROP SHALL HAVE ALC ARCHITECTURE GARDEN CITY, ID 83714
Call before you dig. INTERMEDIATE(2%MAXIMUM SLOPE)LANDINGS HAVING A MINIMUM LENGTH IN THE DIRECTION OF TRAVEL OF 60". 1119 STATE ST,SUITE 120 208.853.6470
BOTTOM LANDINGS AND LANDINGS AT CHANGES IN RAMP DIRECTION SHALL HAVE A MINIMUM LENGTH OF 72". EAGLE, ID 83616
208.514.2713
11. MAXIMUM CROSS-SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2%. MAXIMUM SLOPE IN ANY DIRECTION WITHIN
NOTICE TO CONTRACTORS PARKING STALLS DESIGNATED AS ACCESSIBLE PARKING STALL SHALL BE 2%. RESPONSIBLE CIVIL ENGINEER:
CONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT)AT DUSTIN HAYES, P.E.
811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUND GEOTECHNICAL CRITERIA: CCE DESIGN ASSOCIATES, INC. NOTES
3597 E MONARCH SKY LN, SUITE 240
WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND 1. ALL WORK INCLUDING GRADING,TRENCHING,COMPACTION,AND SUBBASES SHALL FOLLOW THE MERIDIAN, ID 83646
UTILITIES RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 208.418.2359
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1. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF GROUNDWATER OR EVIDENCE OF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION. SECTION A-A 4"MINIMUM COMPACTED
GEOTECHNICAL REPORT PREPARED BY ATLAS AND DATED MAY 13,2023, INDICATES THAT GROUNDWATER IS ANTICIPATED TO BE AT LEAST 14.5 FEET GRAVEL BASE COURSE
BELOW EXISTING SURFACE. I I
2. CONTRACTOR SHALL INSTALL ONE MONITORING WELL(S)PER SEEPAGE BED.AN ADDITIONAL MONITORING WELL MAY BE REFERENCED FOR
CONSTRUCTION,OUTSIDE OF AND ADJACENT TO THE SEEPAGE BED.
3. CONTRACTOR TO CONTACT GEOTECHNICAL ENGINEER TO CONFIRM INFILTRATION RATES AT BOTTOM OF EACH SEEPAGE BED ROCK SECTION WITH A
PERCOLATION TEST ONCE EXCAVATED. NOTIFY ENGINEER IMMEDIATELY IF INFILTRATION RATES ARE LESS THAN 8 INCHES PER HOUR. p •
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• CONTINUOUS PALCEMENT PREFERRED, SCORE INTERVALS AT 5' MAX SPACING
INSPECTION NOTE: MATERIALS AND CONSTRUCTION PER ISPWC DIVISION 700
CITY OF MERIDIAN TO INSPECT SEEPAGE BED ONCE EXCAVATED.
PROVIDE CITY A MINIMUM 48 HOURS NOTICE FOR ALL INSPECTIONS.
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SUBMITTAL: 8/10/23
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NOTICE TO CONTRACTORS
CONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT)AT
811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUND DETAILS
WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND
UTILITIES
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CCE DESIGN ASSOCIATES, INC.
CCEMERIDIAN: 3597 E Monarch Sky Ln, Suite 240, Meridian, ID 83646
IDAHO-CALIFORNIA-FLORIDA P-21566
P:208.418.2359 J►J, 8/9/23 �O
DESIGN ASSOCIATES www.ccedesignassociates.com �� £OF��Py�`�
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SEWER EASEMENT TBM
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AND SEWER 1
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6�tK' I p� ', I O LIMITS OF DEMOLITION.
0 REMOVE EXISTING CONCRETE CURB.
fi •' I O3 REPLACE EXISTING ASPHALT PAVEMENT PER SHEET C2.0.
bve I I 4 GRIND AND OVERLAY PER SHEET C1.0.
O
O5 ADJUST EXISTING WATER VALVE AND METER BOX TO GRADE.
SS ss ss
N -•4 I O PROTECT EXISTING SEWER MAIN AND MANHOLE IN PLACE. R
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O REMOVE EXISTING WATER SERVICE LINE PER PLAN. N
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O PROTECT EXISTING WATER METER AND SERVICE LINE IN PLACE PER PLAN.
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;. ..•.••. 1. UTILITIES ON THIS PLAN ARE BASED UPON A SURVEY DONE BY OTHERS.CCE DESIGN ASSOCIATES MAKES NO
6
s ti I ti n0 I :•' GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL UTILITIES IN THE AREA, EITHER IN SERVICE
�':•. _' I OR ABANDONED. FURTHER,CCE DESIGN ASSOCIATES DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
6 I SHOWN ARE IN THE EXACT LOCATION INDICATED AND HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
• I UTILITIES.THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PRESERVE AND PROTECT EXISTING FACILITIES
NOT SCHEDULED FOR REMOVAL AND COORDINATE WITH THE PROJECT ENGINEER IF UNEXPECTED FACILITIES ARE 1
`O •.�• ENCOUNTERED.
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23
2. THE LIMITS OF BUILDING REMOVAL SHOWN HEREON ARE PROVIDED FOR INFORMATION ONLY.THIS PLAN DOES NOT
2624 I ACCOUNT FOR REMOVALS OF POTENTIAL HAZARDOUS MATERIALS.THE CONTRACTOR IS RESPONSIBLE FOR
6
262 FAMILIARIZING THEMSELVES WITH THE SCOPE AND EXTENT OF REMOVALS.
S
1 • �
�6LIo. �6�L I �6�L�� I 3. ALL BACK FILLING OF THE FOOTING, EXCAVATION,TRENCHING, HOLES,OVER EXCAVATION, ETC. DURING
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL ENGINEER'S RECOMMENDATIONS
AND APPROVAL.THE COMPACTION OF ALL EXCAVATIONS GREATER THAN 5-FEET IN DEPTH SHALL BE PER THE
2 ——fir— — — GEOTECHNICAL ENGINEER'S REQUIREMENTS. IN ROADWAYS&UNDER SLABS THE UPPER 2-FEET OF BACKFILL
— — SHALL BE COMPACTED NATIVE.
30.7 WATR AND _ — 3 ' I— — '`
00
3 ��?' �� SEWEF��ASEMENT �6. ss9°59' a�V-2 .9s' �`�' 3 �, �`�' �`° 4. ANY UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND REMOVED PER THE REQUIREMENTS OF THE
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RESPECTIVE UTILITY COMPANY AND AS APPROVED BY THE CITY OF MERIDIAN. J
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w °° 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE GEOTECHNICAL ENGINEER 48 HOURS IN ADVANCE OF ANY zQ
--------------------------
- — — — — ——— — ——— ———— ——— — — — — — — —— — — — — — ,— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J
_---- � � — — — — — — — GRADING AND FILLING OF THE SITE RELATING TO ANY DEMOLITION OR REMOVAL OF SITE FEATURES.
0
_. I I Yr 6. IN GENERAL, FILL MATERIAL SHALL NOT CONTAIN CLUMPS LARGER THAN 6-INCHES IN ITS GREATEST DIMENSION w
9 L — — — — I WITH NO MORE THAN 15%LARGER THAN 2.5-INCHES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT FROM DAMAGE THROUGHOUT THE COURSE OF
CONSTRUCTION ALL BUILDINGS AND SITE FEATURES ITEMS SUCH AS, BUT NOT LIMITED TO;CATCH BASINS,CONDUIT,
TELEPHONE AND POWER POLES, FENCING, RETAINING WALLS,GAS LINES,OIL LINES,GASOLINE LINES, FIRE AND Uj
WATER SERVICE ASSEMBLIES, CONCRETE CURB, GUTTER AND SIDEWALK,TREES, BUSHES AND PLANT MATERIAL,
ETC. BOTH ON-SITE AND OFF-SITE.THE CONTRACTOR SHALL PROVIDE ALL REPAIRS, MAINTENANCE, SHORING,
SUPPORT, ETC.TO MAINTAIN ALL FEATURES DESIGNATED TO REMAIN IF DAMAGED. NOTIFY ARCHITECT/ENGINEER OF
RECORD IF ANY DISCREPANCIES EXIST OR IF CLARIFICATIONS ARE REQUIRED. O
8. COMPLY WITH ALL APPLICABLE REGULATIONS AND SAFETY ORDERS IN EFFECT AT THE CONSTRUCTION SITE. 0
PROTECT OPEN EXCAVATION,TRENCHES, ETC.,WITH FENCES, COVERS,OR RAILINGS AS REQUIRED TO MAINTAIN
SAFE PEDESTRIAN AND VEHICLE TRAFFIC. MAINTAIN DESIGNATED SITE ACCESS FOR VEHICLE AND PEDESTRIAN
TRAFFIC. ~� �
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9. THE CONTRACTOR IS RESPONSIBLE FOR THE FINISHED CONDITION OF THEIR WORK. BEFORE WORKING OVER
BACKFILL OR SIMILAR WORK COMPLETED BY OTHER CONTRACTORS,VERIFY THAT SUCH WORK HAS BEEN U
PROPERLY BACKFILLED AND COMPACTED. NOTIFY THE ARCHITECT/ENGINEER OF RECORD PROMPTLY IN WRITING IF O_ w
ANY CONDITIONS DO NOT MEET THE PROPER STANDARDS.WITHOUT EXTRA COST TO THE OWNER,ALL FEATURES I— 2:
DAMAGED IN THE PERFORMANCE OF ALL WORK SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER AND w cn
AUTHORITIES HAVING JURISDICTION. O M
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10. ALL SITE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT.THE OWNER
WILL RETAIN THE GEOTECHNICAL ENGINEER TO INSURE CONFORMANCE WITH THE GEOTECHNICAL REPORT.
11. CONTRACTOR ACKNOWLEDGES THAT THEY HAVE THOROUGHLY INFORMED THEMSELVES REGARDING DRAWN BY: DJH
REQUIREMENTS OF DRAWINGS, SPECIFICATIONS,AND REGULATIONS PERTAINING TO THE PROJECT. CHECKED BY: STAFF
Q SPECIFICATIONS AND DRAWINGS ARE COMPLEMENTARY.WHAT IS CALLED BY ONE IS AS BINDING AS IF CALLED FOR
BY ALL.THE CONTRACTOR IS TO FAMILIARIZE THEMSELVES WITH THE SITE AND COMPARE REQUIREMENTS OF THE JOB # 22073
DRAWINGS AND SPECIFICATION WITH WORK TO BE PERFORMED BY THE CONTRACTOR, INCLUDING TOPOGRAPHY, SUBMITTAL: 8/10/23
Know what's below. APPROACHES AND IMPROVEMENTS ON OR ABOUT THE SITE.
Call before you dig. 12. THE ARCHITECT/ENGINEER OF RECORD SHALL NOT HAVE CONTROL OR CHARGE OF,AND SHALL NOT BE
RESPONSIBLE FOR,THE MEANS, METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES OF DEMOLITION WORK,OR
FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.ANY ACTS OR OMISSIONS OF THE
NOTICE TO CONTRACTORS CONTRACTOR,SUBCONTRACTOR, OR ANY OTHER PERSON PERFORMING ANY OF THE WORK,OR FOR THE FAILURE
CONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT)AT OF ANY OF THEM TO CARRY OUT THE WORK OR TO MEET THEIR SCHEDULE WILL MAINTAIN RESPONSIBILITY.
811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUND 13. CONTRACTOR TO PROVIDE ALL CONSTRUCTION BARRICADES REQUIRED BY GOVERNING AGENCIES AND AS NOTED DEMOLITION PLAN
WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND IN SPECIFICATIONS.
UTILITIES 14. NO TRENCHING DEEPER THAN 5-FEET SHALL BE ALLOWED WITHOUT THE CONTRACTOR OBTAINING A PERMIT FROM
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CCE DESIGN ASSOCIATES, INC.
CCEMERIDIAN: 3597 E Monarch Sky Ln, Suite 240, Meridian, ID 83646 p-21566
IDAHO-CALIFORNIA-FLORIDA
P:208.418.2359 J►U 8/9/23 Ir.)
DESIGN ASSOCIATES www.ccedesignassociates.com �S4T£OF�� �
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20.0' WATER AND
SEWER EASEMENT S89°58'40"E-302.41' TBM
EASEMENT_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ a.
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19' 19, PROPOSED BUILDING 12 PE ESTRI . o
TYP TYP E SEME T I
FF = 2625.40 g SITE PLAN KEYNOTES / LEGEND z
TYP (PER SEPARATE PERMIT) TVP sa
16
w s 19' 22 2' O CONSTRUCT CONCRETE SIDEWALK PER ISPWC SD-709.
22.8'
R24 4 4 a TYP O2 CONSTRUCT THICKENED EDGE SIDEWALK PER DETAIL ON SHEET C0.1.
O 13 O e Qs�.. a 103.6' O CONSTRUCT 6"VERTICAL CURB&GUTTER PER ISPWC SD-701.
�P co a 12' 12.5' O CONSTRUCT 6"VERTICAL CURB(NO GUTTER)PER ISPWC SD-701A. o
o PARCEL E
N 3 s OS No. 13573 s "' °` �'s 11 " a °; 1 O5 CONSTRUCT LIGHT DUTY AC PAVEMENT:2.5"AC PAVEMENT OVER 4"AGGREGATE BASE,WITH 8"STRUCTURAL R
a a a s`•• a3 SUBBASE.COMPACTION PER GEOTECHNICAL REPORT. "'
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$
oZ r? - o ao a 9 15.9' s I a? SUBBASE.COMPACTION PER GEOTECHNICAL REPORT.
I O i a 1' O 11 �, 0,
14 11 10 o�
3: O7 GRIND EXISTING ASPHALT 1"AND OVERLAY WITH 2"OF NEW ASPHALT TO PROPOSED GRADE. o
TYP TYP 5'. a 12.6' s
TYP TYP zo Q CONSTRUCT ACCESSIBLE RAMP PER ISPWC SD 712A.TRUNCATED DOMES SHALL BE CAST INTO PLACE AND INSTALLED
4 13 12 16 16 12 co 8 O
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19, EASEMENT
a 1a Ya. 26 19 FF 2625.45 N TYP 4 10 FLOW LINE IN LANDSCAPING TO DROP INLET.
30.3' 1
4.5' 11 ACCESSIBLE PARKING AND SIGNAGE PER SEPARATE O PLANS. REFER TO ARCHITECTURAL.
�
105'
'i 12 PAINT 3"WHITE PARKING STALLS(TYP)PER SEPARATE PLANS. REFER TO ARCHITECTURAL.
11 �j , 3'I 13 CONSTRUCT WIDE CONCRETE VALLEY GUTTER PER MODIFIED ISPWC SD-708.
III
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8 mc�► 18 3 N 18 O - O O
15 14 TRANSFORMER PAD. REFER TO ELECTRICAL PLANS. '
18 N
3 18 3 18 15 MONUMENT SIGN. REFER TO LANDSCAPE.
ENTER
R8' _EO O � ONLY I 16 PROPOSED CONCRETE WHEEL STOP.
— — — — — — — — — 'S'7� 17 PROPOSED TRASH ENCLOSURE. REFER TO ARCHITECTURAL.
18 3 18 18 18 10 3 18
18 INSTALL 18"CURB NOTCH.
s 30.7' WATER AND 00
9 SEWER EASEMENT S89°59'1YW-296.98' O
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Know what's below. UBMITTAL: 8/10/23
Call before you dig.
NOTICE TO CONTRACTORS
CONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT)AT
811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUND SITE PLAN
WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND
UTILITIES
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CCE DESIGN ASSOCIATES, INC.
MERIDIAN: 3597 E Monarch Sky Ln, Suite 240, Meridian, ID 83646 P-21566
IDAHO-CALIFORNIA-FLORIDA
P:208.418.2359 sp 8/9/23 �O
DESIGN ASSOCIATES www.ccedesignassociates.com �(j '�T£OF
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DUSTIN J. HAYES, P.E.
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25.82 Tc 24 17 - 23.6o r ENTER CHECKED BY: STAFF
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MERIDIAN: 3597 E Monarch Sky Ln, Suite 240, Meridian, ID 83646 P-21566
IDAHO-CALIFORNIA-FLORIDA CC....M.- E P:208.418.2359 J, 8/9/23 �O
DESIGN ASSOCIATES www.ccedesignassociates.com �V TE OF��yt��
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20.0' WATER AND
SEWER EASEMENT TBM
INSTALL 12 LF OF 6" PVC
EASEMENT STORM DRAIN @ 2.85%
GAS GAS G GAS AS GAS GAS
6"x4"x4"WYE INSTALL 44 LF OF 4" PVC I
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} 2 GREASE TRAP 4 DI IE=2621.15 9 STORM DRAIN @ 2.85% 1 b 1 1 co 0
ORIM(N)=2625.65_ TG=2623.68 a '� 4
RIM(S)=2625.66 IE IN/OUT=2619.55 45°BEND O N >
IE IN=2619.48 IE=2622.40 LU
IE OUT=2619.38 - D SD SD �
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Im -311 S� a . s CO 0 10 20 40 60
INSTALL 15 LF OF 12" PVC
STORM DRAIN @ 1.50% c,0 3 1 10 10 a Scale 1" = 20 ft
INSTALL 43 LF OF 6" PVC f
INSTALL 3 LF OF 12" PVC O W
STORM DRAIN @ 1.50% S d STORM DRAIN @ 2.85% ,a °
CB 20.0 WATER DRAINAGE CONSTRUCTION KEYNOTES / LEGEND
SD INSTALL 9 LF OF 12" PVC 3 1.
STORM DRAIN 0.50% TG=2620.67 AND SEWER
9 � s @ IE OUT=2620.67 EASEMENT
o PROPOSED BUILDING PE E7RI N
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3 I FF = 2625.40 z
o INSTALL 51 LF OF 12" PVC 9 ° I TOP OF ROCK SECTION=2621.50
_
(PER SEPARATE PERMIT) I °f I 18"PERF IE 2619.38
STORM DRAIN @ 0.50% p INSTALL 49 LF OF 12"PVC /
INSTALL 44 LF OF 12 PVC ° ° BOTTOM OF ROCK SECTION=2614.50
STORM DRAIN 1.50% c/l 1 INSTALL 9 LF OF 12" PVC 1 STORM DRAIN @ 0.50%
@ o f p, ° ESTIMATED SEASONAL HIGH GROUNDWATER=2611.50
N INSTALL 56 LF OF 12" PVC STORM DRAIN @ 0.50% I -
f III
INSTALL 3 LF OF 12" PVC STORM DRAIN @ 0.50% ° a
o I O INSTALL 1000 GALLON GREASE TRAP,BOISE VAULT,OR APPROVED EQUAL,PER ACHD STORMWATER
IF
STORM DRAIN 1.50% 1 12"x4"WYE
INSTALL 30 LF OF 12" PVC IE=2620 - 7 s p I DESIGN GUIDELINES STANDARD DRAWING BMP-01.
N STORM DRAIN @ 0.50% I O L - - L -
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3 CB o d STORM IE 20.0 STORM IE 20.44 3 INSTALL TYPE II CATCH BASIN PER ISPWC STANDARD DRAWING SD 602. 00
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INSTALL 55 LF OF 12" PVC a : IE=2620.36 INSTALL 3 LF OF 12"PVC M Q O INSTALL PVC WYE CONNECTION. O
STORM DRAIN @ 0.50% I INSTALL 21 LF OF 12" PVC STORM DRAIN @ 0.50% 1 a °oEZ
y� STORM DRAIN @ 0.50% a ICI)
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PROPOSED BUILDING O .�S 1 4a I _ INSTALL STORM DRAIN45 BEND.
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10 CONSTRUCT 4"PVC ROOF DRAIN 24"MIN BELOW FINISHED FLOOR.COORDINATE WITH PLUMBING
10 10
3 PLANS FOR CONTINUATION OF SERVICES WITHIN BUILDING.EXTEND TO MAIN STORM LINE AS
5
11 SHOWN @ 1.0%MIN.
2= 2"x6WO 9 N x16 PROVIDE 18"MIN.VERTICAL RTICAL SEPARATION BETWEEN DOMESTIC WATER AND STORM SEWER.1E 03
SD SD SD SD SD SD
3 °
W N W W N 6"x4"x4"WYE 7 Q S
IE=2620.61 45°BEND 9
INSTALL 48 LF OF 6" PVC IE 2621.11
DI STORM DRAIN @ 1.0% INSTALL 50 LF OF 4" PVC ENTER
UTILITY NOTES
RIM=2623.50 STORM DRAIN @ 1.0% ONLY
IE=2620.22 INSTALL 18 LF OF 12" PVC
STORM DRAIN @ 0.50%
1. BACKFILLING AND COMPACTION FOR ALL TRENCHES PER APPLICABLE AGENCY STANDARDS AND SHALL BE INSPECTED AND
APPROVED BY THE GEOTECHNICAL ENGINEER.
-------------------------
_ _ _ _ _ _ _ _ _ _ _ _ _ 2. CONTRACTOR TO VERIFY ALL EXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER CONSTRUCTION PRIOR TO
--- - - - - - - - ANY SITE WORK.ALL WORK FOR STORM DRAIN AND SANITARY SEWER INSTALLATION SHALL BEGIN AT THE DOWNSTREAM 00
M
30.T WATER AND I. CONNECTION POINT.THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF THE
3 SEWER EASEMENT S89°59'13"W-2 .98' _ ENTIRE LINE. IF THE CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORK UPSTREAM,THEY
SHALL PROCEED AT THEIR OWN RISK AND BE RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY. J 0
W _jcW W W W W \W W W W W W W
- - - - - - - - - - - - --
3. ALL WORK ON-SITE AND IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. NOTE THE Z
REQUIREMENT OF ADDITIONAL PERMITS TO BE OBTAINED FROM THE CITY PRIOR TO ANY WORK BEING DONE IN THE w
�, RIGHT-OF-WAY.
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L 4. GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITIES.PROVIDE 6-INCHES MINIMUM BETWEEN PIPES
O CROSSING ELECTRICAL LINES HORIZONTALLY AND 12-INCHES MINIMUM BETWEEN PARALLEL PIPES CROSSING ELECTRICAL LINES.
5. FOR UTILITY MATERIALS AND TYPES,SEE CITY STANDARDS AND/OR THE PROJECT SPECIFICATIONS. Uj
6. WATER LINES SHALL BE 12"MINIMUM ABOVE SANITARY SEWER LINE AT ALL CROSSINGS. J
7. MINIMUM COVER FOR WATER LINES IS 3-FEET.
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Know what's below. UBMITTAL: 8/10/23
Call before you dig.
NOTICE TO CONTRACTORS
CONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT)AT
811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUND DRAINAGE PLAN
WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND
UTILITIES
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CCE DESIGN ASSOCIATES, INC. E S£�N�iy�
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MERIDIAN: 3597 E Monarch Sky Ln, Suite 240, Meridian, ID 83646 P-21566
IDAHO-CALIFORNIA-FLORIDA
P:208.418.2359 J►J, 8/9/23 �O
DESIGN ASSOCIATES www.ccedesignassociates.com eG 4T£OF
STUN J. NPy
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a 3 AND SEWER
EASEMENT O a PE SEM RI I
1 PROPOSED BUILDING
o . . . . .
° E E T I O1 CONNECT TO EXISTING SEWER MAIN AND INSTALL CLEANOUT PER ISPWC SD 5 11,TYPE'IF". o
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FF = 2625.40 a ELEVATION PER PLAN.CONTRACTOR SHALL POTHOLE EXISTING SEWER SERVICE PRIOR TO
to I a ° (PER SEPARATE PERMIT) ° f CONSTRUCTION TO VERIFY LOCATION,SIZE AND DEPTH.CONTRACTOR SHALL NOTIFY CIVIL PROJECT
25' 26' .a .�
ENGINEER IF ANY DISCREPANCIES EXIST.
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2 CONSTRUCT 6"PVC SEWER LINE AT BUILDING PER PLUMBING PLANS. INVERT ELEVATION PER PLAN.
3 CONSTRUCT 6"PVC SEWER LINE AT BUILDING PER PLUMBING PLANS. INVERT ELEVATION PER PLAN. a/
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INSTALL 66 LF OF 6"PVC M
SEWER IE 18.97 ° 4 CONSTRUCT±73LF OF 2"PE WATER SERVICE FROM BUILDING TO NEW WATER METER. REFER TO
ao .`. .• :. ..:�, :, .,.:;..:: a STORM IE 20.44 SEWER @ 2.0%MIN. � o
o a a OS�BUILDING POC BACKFLOW PREVENTION, FINAL LOCATION,AND CONTINUATION OF SERVICE
BUILDI 1 PLUMBING PLANS FOR N F N A
o ��. S/7 + _+.�.:. . � 2622.40 SEWER IE 18.44 � � `° a s��`//�//%/��' ss
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j I N
o D SD SD �D D PLUMBING PLANS FOR BACKFLOW PREVENTION, FINAL LOCATION,AND CONTINUATION OF SERVICE N
O Q ,I° .a CONNECTION 1 s WITHIN THE BUILDING. N
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" I S S ° a O REMOVE EXISTING BLOWOFF AND CONNECT TO EXISTING 8"WATER MAIN PER CITY OF MERIDIAN rj
12 INSTALL 177 LF OF 8 3 I ° o DIVISION 400 STANDARD SPECIFICATIONS. L
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20' I IE-2622.95 O a SEWER @ 2.0%MIN. o 0 O7 CONNECT TO PROPOSED 8"WATER LINE AND INSTALL 60 LF 2"DOMESTIC WATER TO NEW WATER METER. �
n z INSTALL 2"WATER METER&SETTER PER CITY OF MERIDIAN STANDARD DRAWING NO.W4. Uj
SEWER AND WATER S ° Q
GREASE TRAP 1 4 T
EASEMENT f I PROPOSED BUILDING 17
I i � a� IE IN=2622.40 � Og CONNECT TO EXISTING WATER LINE AND INSTALL 20 LF 2"DOMESTIC WATER TO NEW WATER METER.
I 20's a �� 11 0 20 FF = 2625.45 19 `IE OUT=2622.30 j Lu INSTALL 2"WATER METER&SETTER PER CITY OF MERIDIAN STANDARD DRAWING NO.W4.
I WATER EASEMENT BUILDING POC INSTALL 15 LF OF 4"PVC
I � 10' a S O IE=2622.95 ° SEWER @ 2.o°i°MIN. O CONNECT TO PROPOSED 8"WATER LINE AND INSTALL 55 LF%"PE WATER TO NEW METER. INSTALL 314"
I CONNECTION O IRRIGATION METER&SETTER AND REDUCED PRESSURE BACKFLOW PREVENTION FOR SECONDARY
w cn 18 IE_±2614.0 1 I PRESSURIZED IRRIGATION SOURCE PER CITY OF MERIDIAN STANDARD DRAWINGS SW3E,W1,AND W6
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Q SD SD SD SD SD SD a
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w % w INSTALL 18 LF OF 4" .0% O O S PRESSURIZED IRRIGATION SOURCE PER CITY OF MERIDIAN STANDARD DRAWINGS SW3E W1 AND W6
SEWER @ 2.0% � af.°...
Q
13.27' 7 47 INSTALL 6 LF of 4"PVC 11 PRESSURIZED IRRIGATION POINT OF CONNECTION. REFER TO LANDSCAPE FOR CONTINUATION.
3 SEWER(, 2.0%� ENTER
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N w INSTALL 8"DR18 WATER PIPE PER CITY OF MERIDIAN DIVISION 400 STANDARDS SPECIFICATIONS.
J - 2 13 CONNECT TO EXISTING WATER MAIN VALVE PER CITY OF MERIDIAN DIVISION 400 STANDARD
I 3 U) `' SPECIFICATIONS. CONTRACTOR SHALL POTHOLE AND DETERMINE EXISTING LOCATION AND SIZE PRIOR
N w U TO CONSTRUCTION AND SHALL COORDINATE WITH CIVIL PROJECT ENGINEER IF ANY DISCREPANCIES
w- --- EXIST PRIOR TO CONSTRUCTION. M
--- - - -
~ 30.7'WATER AND00
SEWER EASEMENT s89°59'13"W-2 .98' - 14 NOT USED. p
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22 16 - 15 NOT USED. p
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- - - - - -- 16 INSTALL 8"JURISDICTIONAL GATE VALVE. Q
23 21
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12 INSTALL 188 LF OF 8" `-' 17 INSTALL GREASE INTERCEPTOR PER SEPARATE PLANS. REFER TO PLUMBING. w INSTALL 22 LF OF 8" 12 PVC C900 DR18 WATER LU
PVC C900 DR18 WATER 18 INSTALL 4"TRAFFIC RATE CLEAN OUT PER ISPWC SD-506A.
19 INSTALL 4"CLEAN OUT. SET RIM 4"ABOVE GRADE. Uj
20 PROVIDE 18"MIN.VERTICAL SEPARATION BETWEEN DOMESTIC WATER AND STORM SEWER.
21 CONNECT EXISTING WATER SERVICE LINE TO PROPOSED 8"WATER MAIN PER CITY OF MERIDIAN
STANDARD DRAWING NO.W4.CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER AND HAVE
WRITTEN APPROVAL FROM CITY AND PROPERTY OWNER PRIOR TO CONSTRUCTION. O
22 INSTALL 4"BLOWOFF PER CITY OF MERIDIAN STANDARD DRAWING W13.
23 INSTALL 8"TEE AND THRUST BLOCK. �� 0
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UTILITY NOTES Q
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1. NO PERMANENT STRUCTURES CAN BE WITHIN AN EASEMENT OR OVER A WATER MAIN.THIS INCLUDES BUILDINGS, CARPORTS, U �
TRASH ENCLOSURES,TREES, DEEP ROOTING BUSHES, ETC. ^ cn
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2. BACKFILLING AND COMPACTION FOR ALL TRENCHES PER APPLICABLE AGENCY STANDARDS AND SHALL BE INSPECTED AND
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APPROVED BY THE GEOTECHNICAL ENGINEER.
3. CONTRACTOR TO VERIFY ALL EXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER CONSTRUCTION PRIOR TO
ANY SITE WORK.ALL WORK FOR STORM DRAIN AND SANITARY SEWER INSTALLATION SHALL BEGIN AT THE DOWNSTREAM DRAWN BY: DJH
Q CONNECTION POINT.THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF THE CHECKED BY: STAFF
ENTIRE LINE. IF THE CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORK UPSTREAM,THEY
SHALL PROCEED AT THEIR OWN RISK AND BE RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY. JOB # 22073
Know what's below. 4. ALL WORK ON-SITE AND IN THE PUBLIC RIGHT OF WAY SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. NOTE THE
SUBMITTAL: 8/10/23
Cal I before OU dig.. REQUIREMENT OF ADDITIONAL PERMITS TO BE OBTAINED FROM THE CITY PRIOR TO ANY WORK BEING DONE IN THE
Y g RIGHT-OF-WAY.
5. GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITIES. PROVIDE 6-INCHES MINIMUM BETWEEN PIPES
NOTICE TO CONTRACTORS CROSSING ELECTRICAL LINES HORIZONTALLY AND 12-INCHES MINIMUM BETWEEN PARALLEL PIPES CROSSING ELECTRICAL LINES.
CCE
CONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT)AT 6. FOR UTILITY MATERIALS AND TYPES,SEE CITY STANDARDS AND/OR THE PROJECT SPECIFICATIONS.
811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUND UTILITY PLAN
WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND 7. WATER LINES SHALL BE 12"MINIMUM ABOVE SANITARY SEWER LINE AT ALL CROSSINGS.
UTILITIES 8. MINIMUM COVER FOR WATER LINES IS 3-FEET.
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CCE DESIGN ASSOCIATES INC.
S�oAL
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CCEMERIDIAN: 3597 E Monarch Sky Ln, Suite 240, Meridian, ID 83646 p-21566
IDAHO-CALIFORNIA-FLORIDA
P:208.418.2359 J►�, 8/9/23 P
DESIGN ASSOCIATES www.ccedesignassociates.com eG 4T£OF
STUN J. 0.
DUSTIN J. HAYES, P.E.
LU
L — - - - - - -
I I
20.0' WATER AND
i SEWER EASEMENT s89°58'ao°E-302.41' J TBM 1
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110 °
PROPOSED BUILDING EA MENT PE �ESTRI I I
I _ E SEME T I O1 INSTALL FIBER ROLLS PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES o
FF - 2625.40
� I BMP#64.
I ° (PER SEPARATE PERMIT) ° s
1 0 INSTALL SILT FENCE PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT PRACTICES
BMP#65.
i O 3 INSTALL INLET PROTECTION PER STATE OF IDAHO CATALOG OF STORM WATER BEST MANAGEMENT
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PRACTICES BMP#74. MAINTAIN UNTIL ALL CONSTRUCTION IS COMPLETE. REMOVE SEDIMENT BUILDUP AS
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NEEDED.
5 ° � M
2
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Q °1 OS No. 13573 1 `r ° MINUS PITRUN MATERIAL AS INDICATED BY THE STATE OF IDAHO CATALOG OF STORM WATER BEST a
3 ° MANAGEMENT PRACTICES BMP#40.THIS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL w
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BASE MATERIAL IS INSTALLED. PROVIDE SWEEPING DAILY OR AS NEEDED TO REMOVE ANY TRACKING OF o
° 1° °1 s I E, J MUD OR DIRT ONTO EXISTING ASPHALT. O N
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00
SEWET EASEMENT s89°59'13"W-296.98' O
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DRAWN BY: DJH
Q CHECKED BY: STAFF
S JOB # 22073
S
Know what's below. UBMITTAL: 8/10/23
Call before you dig.
NOTICE TO CONTRACTORS
CONTRACTOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT)AT
811 A MINIMUM OF 48 HOURS BEFORE BEGINNING UNDERGROUND EROSION CONTROL PLAN
WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND
UTILITIES
C6.0
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