HomeMy WebLinkAboutCONSTRUCTION DRAWINGS 1 2 3 4 1 5
BASIS OF COORDINATES AND ELEVATIONS: E IDIZ IAN
Ada County GIS coordinate system, Modified ID West Rib& S
works Departmem
Transverse Mercator Projection
�°" ` 'n'a°"` "�"•�`a
Origin Latitude N41 J40' [0j]
Origin Longitude W115°45' �, f�• •L
False Northing:0 ft •.Y
False Easting(26251)8.999 ft �r,C �. �0' 1.
MCKAY FARM SUBDIVISION Scale Factor Trimble 1.0001132803 fi
Units: US Survey Feet
Horizontal Datum: NAD83(CORS) ,• •9.,
Vertical Datum: NAVD88/Geoid09
Horizontal&Vertical coordinates are based on IDTD CORS epoch 2002
(PID:AJ3346)
N43'39'10.57391"
W 116*17'00.21354"
Ht:2589.227'
D N:724441.996
E:2483948.698
E1:2644.859
LEGEND MERIDIAN , IDAHO
EXISTING PROPOSED
Fig BOUNDARY LINE PA
- - - SECTION LINE
--—-- PIE --— - PERMANENT EASEMENT — - — PEE — - —
------- SS ------- SANITARY SEWER LINE ss
-------W------- WATER LINE w
- --- - IRR --- GRAVITY IRRIGATION PIPE IRR
- PRR ----- PRESSURE IRRIGATION LINE PIRR LU
---- -- SD - --- STORM DRAIN LINE SD
CENTERLINE - - SHEET INDEX
PREPARED BY:
O SAS
R^" PUBLIC RIGHT OF WAY LINE RW p SHEET NUMBER SHEET TITLE U TREASURE VALLEY CIVIL AND DESIGN
P/LLOT LINE ULU
C-001 COVER SHEET 0r
6" VERTICAL CURB AND GUTTER U)
6" VERTICAL CURB (NO GUTTER) C-002 NOTES SHEET o �SS�ONAL
C-100 EXISTING CONDITIONS AND DEMOLITION PLAN
ROLLED CURB & GUTTER I E e 0
O SEWER MANHOLE O ® C-101 OVERALL UTILITIES PLANui
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OD STORM DRAIN MANHOLE 0° C-102 PRESSURE IRRIGATION PLAN o 9 Pao
R GRAVITY IRRIGATION MANHOLE R T O
� � ® C-103 GRAVITY IRRIGATION PLAN � � F of
DITCH FLOW LINE EH
C-104 IRRIGATION DELIVERY AND WETWELL DETAILS Q S�OTT WON�
__0 PRESSURE IRRIGATION SERVICE O
STREET LIGHT � C-105 PUMP STATION DETAILS ?
C-106 STREET LIGHT AND SIGNAGE PLAN
FIRE HYDRANT Y
EG EDGE OF GRAVEL EG
C-201 OVERALL GRADING PLAN
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EP EDGE OF PAVEMENT L'S C-301 E. MARDIA STREET
ZAIVCLA AVENUE
----- oHP----- oHP— OVERHEAD POWER oHp C-302 Z. I+)
X FENCE LINE X C-303 S. GUSTAVE AVENUE AND E. MURCHISON STREET
STREET SIGN T - ® C-304 PRIVATE DRIVE DETAILS (n
V W
SINGLE WATER SERVICE C-401 SEWER LINE A V) `O o
DOUBLE WATER SERVICE
PROJECT e w
a C-402 SEWER LINE A
Da WATER VALVE N SUBDIVISI e C-403 SEWER LINE A 3 x
CONCRETE SIDEWALK SITE ® W o w
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ASPHALT ROADWAY NEI 1H C-404 SEWER LINE B,D, & E z Q Q
W W
C-405 SEWER LINE C Q z
PUR VIDA PEDESTRIAN RAMP, STREET SECTIONS, AND
RIDGE NCH C-501 UBDIVI ION INTERSECTION DETAILS \~\ a
VERT X K P WEST C-502 DRAINAGE DETAILS
SUBDIVIS ON DIVISION , U
ABBREVIATIONS [Ell
B [�
CB CATCH BASIN
CL CENTERLINE VICINITY MAP The Engineer of Record certifies that the plans are prepared in
substantial conformance with the ACHD Policy and Standards in
EG EXISTING GROUND 0 1 ,000 2,000 SCALE: 1" — 1000' effect at the time of preparation. The Engineer acknowledges that
FG FINISH GRADE ACHD assumes no liability for errors or deficiencies in the design.
All variances from ACHD policy shall be approved in writing. The
FL FLOWLINE following variances, listed by date and short description, were
GB GRADE BREAK SCALE IN FEET approved for this project: None
GWE GROUND WATER ELEVATION
IRR IRRIGATION o
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ISPWC IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION o
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PC POINT OF CURVE O U)
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PCC POINT OF COMPOUND CURVE j
PRC POINT OF REVERSE CURVE
PIRR PRESSURIZED IRRIGATION I j co
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PT POINT OF TANGENCY - 2
CIVIL AND DESIGNf) Ir
RC TOP OF RIBBON CURB p� 01
SD STORM DRAIN 24
Q O °-
SS SANITARY SEWER W U o
SDMH STORM DRAIN MANHOLE Q z
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SSMH SANITARY SEWER MANHOLE • U z
STA STATION DEVELOPER: POWER: SEWER w
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TC TOP RIBBON CURB BROOKSIDE DEVELOPERS, INC IDAHO POWER DRY CREEK SEWER COMPANY, LLC ® z_
q SCOTT WONDERS ARLIN SMITH 923 S. BRIDGEWAY PLACE, U' M
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TRC TOP ROLL CURB 923 S. BRIDGEWAY PLACE, 10790 FRANKILIN ROAD EAGLE, ID 83616 w m
EAGLE, ID 83616 BOISE, ID.83709 208-577-5501 x cn
TVC TOP VERTICAL CURB 208-577-5501 PHONE: (208)388 2167 Q)
VOL VOLUME Knowm Ft rs CoLL
W WATER ROADWAYS WATER: Call before you dig. >- 0
ADA COUNTY HIGHWAY DISTRICT DRY CREEK WATER COMPANY, LLC Y
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WSE WATER SURFACE ELEVATION 3775 ADAMS STREET ANN DICKEY CALL 2 BUSINESS DAYS IN 2i
GARDEN CITY, ID.83714 923 S. BRIDGEWAY PLACE, IL
PHONE: (208)387-6100 EAGLE, ID 83616 ADVANCE BEFORE YOU DIG
208-577-5501 SHEET NUMBER : o LO
GRADE, OR EXCAVATE FOR THE o
MARKING OF UNDERGROUND C-001
MEMBER UTILITIESCD
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1 2 1 3 4 5
GENERAL ROADWAY CITY OF MERIDIAN SEWER
1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA
PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 58.01.16 AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1.
ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD)AND/OR THE REQUIREMENTS OF THE
IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM
CONTROLLING STANDARDS OR SPECIFICATIONS. ZONE. DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN
AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON PRIVATE STREET TESTING REQUIREMENTS CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING
SITE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. AS PER THE BOISE CITY DEVELOPMENT CODE -SUBDIVISION 11-09, ALL PRIVATE STREETS SHALL BE CONSTRUCTED TO ADA
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS
D 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS COUNTY HIGHWAY DISTRICT (ACHD) STANDARDS. ALL OF THE TESTING SHOULD BE REVIEWED AND APPROVED BY THE PROJECT SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER
DEPARTMENT ON SITE AT ALL TIMES. ENGINEER PRIOR TO SUBMITTING TO PUBLIC WORKS FOR APPROVAL. MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS
4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE ASPHALT TESTING (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
PRIOR TO START OF WORK. 1. ASPHALT MIX DESIGN -VALID MIX DESIGN PER THE REQUIREMENTS OF IDAHO STANDARDS FOR PUBLIC WORKS
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS CONSTRUCTION (ISPWC)AND ACHD SHALL BE USED. MIX DESIGNS SHALL INCLUDE ALL NECESSARY PERFORMANCE STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES).
REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. TESTING REQUIRED BY ISPWC, WESTERN ALLIANCE FOR QUALITY TRANSPORTATION (WAQTC), AND/OR ITD SECTION 260 -
MIX DESIGNS. IF A MIX DESIGN IS TO BE USED THAT IS OLDER THAN 1 YEAR THEN THE FOLLOWING TESTS WILL BE WATER
6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR REQUIRED TO BE SUBMITTED ALONG WITH THE MIX DESIGN:
MAY NOT OPEN OR CLOSE WATER VALVES. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC
A. AASHTO T 84 - SPECIFIC GRAVITY AND ABSORPTION OF FINE AGGREGATE DRINKING WATER SYSTEMS (IDAPA 58.01.08)"AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN
7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING B. AASHTO T 85 - SPECIFIC GRAVITY AND ABSORPTION COARSE AGGREGATE GENERAL CONSTRUCTION NOTE NO. 1.
AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF C. AASHTO T 308 - STANDARD METHOD OF TEST FOR DETERMINING THE ASPHALT BINDER CONTENT OF HOT-MIX
THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL ASPHALT (HMA) BY THE IGNITION METHOD WITH AGGREGATE GRADATION CORRECTION FACTORS INCLUDED.
CONSTRUCTION NOTE NO. 1. D. AASHTO T 269 - STANDARD METHOD OF TEST FOR PERCENT AIR VOIDS IN COMPACTED DENSE AND OPEN ASPHALT 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM
MIXTURES DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES E. AASHTO T 209 - STANDARD METHOD OF TEST FOR THEORETICAL MAXIMUM SPECIFIC GRAVITY AND DENSITY OF AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE >
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FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. HOT-MIX ASPHALT PAVING MIXTURES CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING LU
CE
WATER SYSTEMS (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16).
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC 2. ASPHALT CORE TESTING - CORE SAMPLE DENSITY SHALL BE DETERMINED BY AASHTO T166 - BULK SPECIFIC GRAVITY OF � PREPARED BY:
WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR COMPACTED BITUMINOUS MIXTURES USING SATURATED SURFACE DRY SPECIMENS AT A FREQUENCY OF ONE CORE FOR O SAS
EVERY 5 DENSITY TESTS PERFORMED, BUT NOT LESS THAN 3 CORES PER PROJECT. CORE SAMPLE THICKNESS IS TO BE 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS
FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE U TREASURE VALLEY CIVIL AND DESIGN
APPROVED CONSTRUCTION PLANS. MEASURED AND VERIFIED THAT IT MEETS THE PAVEMENT DESIGNED BY THE PROJECT ENGINEER. THICKNESSES ARE TO SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER
BE REPORTED ON ASPHALT DENSITY REPORTS. AMOUNT OF CORES TO BE SAMPLED IS OUTLINED IN ISPWC SECTION 810. MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE
10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN CORE CORRELATION FACTOR TO BE DETERMINED AND APPLIED TO NUCLEAR DENSITY COMPACTION RESULTS. ALL CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS z TONAL
FACTORS, COMPACTION, AND CORRECTED COMPACTION RESULTS TO BE REPORTED IN DENSITY REPORTS AS PER WAQTC (IDAPA 58.01.08)AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 0 SS FN
WRITING PRIOR TO CONSTRUCTION.
TM-8. THE FOLLOWING TESTS WILL BE REQUIRED TO BE SUBMITTED ALONG WITH THE MIX DESIGN FOR FIELD QUALITY U
11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL ACCEPTANCE OF ASPHALT MIX DESIGN AS PER ISPWC SECTION 810 3.12: 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER 00
PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). o
LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. A. AASHTO T 30 - STANDARD METHOD OF TEST FOR MECHANICAL ANALYSIS OF EXTRACTED AGGREGATE > �o
C B. AASHTO T 308 - STANDARD METHOD OF TEST FOR DETERMINING THE ASPHALT BINDER CONTENT OF HOT-MIX � 9 P
WATER
ASPHALT (HMA) BY THE IGNITION METHOD 5 USERSTHEOACTOR AFFRECT D BY CONSTRUCTION. IFSHALL BEBLE WATOER SERVICE MUSPROVIDINGOTNTINUOUS BE INTERRUPTED,WATERS E CONTRACTORTO ALLISTIN SHALCjL COORDINATE �SCO OF ONO���
ROADWAY, ACHDHR TT W
WITH THE PUBLIC WORKS INSPECTOR.
3. ASPHALT DENSITY TESTING - DENSITY TESTING TO BE PERFORMED AS PER WAQTC TM-8 AS REQUIRED BY ISPWC AND ACHD. z
1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD FREQUENCY OF TESTING SHALL BE ONE TEST PER 300 LINEAR FEET OF ROADWAY. DENSITY TESTING REPORTS ARE TO
SUPPLEMENTAL SPECIFICATIONS. ALL WORK WITHIN THE ITD RIGHT-OF-WAY SHALL MEET THE ITD STANDARDS AND INCLUDE ALL DATA REQUIRED BY METHOD. NUCLEAR GAUGE CALIBRATION RECORDS MAY BE REQUIRED IF REQUESTED STORM DRAIN, ACHD
SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS BY PUBLIC WORKS. NON-NUCLEAR GAUGES ARE NOT PERMISSIBLE PER THE METHOD.
SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 1. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS
SUBGRADE TESTING OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS.
2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 1. PROCTOR (AASHTO T99 OR AASHTO T180) -VALID PROCTOR FOR SUBGRADE MATERIAL IS TO BE PROVIDED AS PER THE 2. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3,
REQUIREMENTS OF ISPWC AND ACHD. PROCTORS ARE VALID FOR 1 YEAR FROM THE DATE ORIGINALLY TESTED. SECTION 3.4. 1�1
3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD)AND MUST BE PROCTORS OVER 1 YEAR OLD MAY BE USED IF "1 POINT" VERIFICATION IS PERFORMED BY THE TESTING AGENCY. z
SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE 3. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT TO I-I
ROADWAYS CONTACT THE OWNER'S ENGINEER. 2. RESISTANCE VALUE (R-VALUE) - TO BE DETERMINED BY AASHTO T190 AS PER THE REQUIREMENTS OF ISPWC AND ACHD. ISPWC STANDARD DRAWING NO. SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING NO. SD-604A TYPE IV, SD-609 TYPE W
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4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. 3. DENSITY TESTING RESULTS TO BE PROVIDED AS PER THE REQUIREMENTS OF ISPWC AND ACHD. THE TESTING FREQUENCY V)w
THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. FOR MATERIALS PLACED IN THE ROADWAY SECTION SHALL BE1TEST PER EACH 300 LINEAR FEET OF ROADWAY AND 1 TEST 4. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, 10 >, `� v
PER 10,000 SQUARE FEET OF GENERAL FILL AND EMBANKMENT AREA FOR EACH LIFT. COMPACTION REPORTS ARE TO AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTES NO. 2 AND 3.
5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET INCLUDE ALL REQUIREMENTS OF REPORTING BY AASHTO T99 OR AASHTO T180. 44 0
CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING.
5. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611.
SUB-BASE TESTING z Q Q o
6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 6. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH Q r Z
1. PROCTOR (AASHTO T99 OR AASHTO T180) -VALID PROCTOR FOR SUB-BASE MATERIAL IS TO BE PROVIDED AS PER THE LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING NO. SD-301. p
7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. REQUIREMENTS OF ISPWC AND ACHD. PROCTORS ARE VALID FOR 1 YEAR FROM THE DATE ORIGINALLY TESTED. T^ _j W x
FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. PROCTORS OVER 1 YEAR OLD MAY BE USED IF "1 POINT" VERIFICATION IS PERFORMED BY THE TESTING AGENCY. 7. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE INSTALLED
WATER TIGHT.
8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACED SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, 2. DENSITY TESTING RESULTS TO BE PROVIDED AS PER THE REQUIREMENTS OF ISPWC AND ACHD. THE TESTING FREQUENCY
GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. FOR MATERIALS PLACED IN THE ROADWAY SECTION SHALL BE1TEST PER EACH 300 LINEAR FEET OF ROADWAY AND 1 TEST 8. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. U
PER 10,000 SQUARE FEET OF GENERAL FILL AND EMBANKMENT AREA FOR EACH LIFT. COMPACTION REPORTS ARE TO
9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A INCLUDE ALL REQUIREMENTS OF REPORTING BY AASHTO T99 OR AASHTO T180.
B ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK)AND THE LEADING EDGE OF ANY FIRE
HYDRANT. BASE TESTING PRESSURE IRRIGATION
10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO 1. PROCTOR (AASHTO T99 OR AASHTO T180) -VALID PROCTOR FOR BASE MATERIAL IS TO BE PROVIDED AS PER THE 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILD TO THE STANDARDS OF THE NAMPA AND MERIDIAN IRRIGATION
BE DETERMINED BY THE FIELD INSPECTOR. REQUIREMENTS OF ISPWC AND ACHD. PROCTORS ARE VALID FOR 1 YEAR FROM THE DATE ORIGINALLY TESTED. DISTRICT
PROCTORS OVER 1 YEAR OLD MAY BE USED IF "1 POINT" VERIFICATION IS PERFORMED BY THE TESTING AGENCY.
11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE 2. INSTALL A REDUCED PRESSURE BLACKFLOW PREVENTER IN ANY CONNECTION BETWEEN TE POTABLE WATER SYSTEM
CURRENT EDITION OF ISPWC. ALL WORK WITHIN THE ITD RIGHT-OF-WAY SHALL MEET THE ITD STANDARDS AND 2. DENSITY TESTING RESULTS TO BE PROVIDED AS PER THE REQUIREMENTS OF ISPWC AND ACHD. THE TESTING FREQUENCY AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF
SPECIFICATIONS. FOR MATERIALS PLACED IN THE ROADWAY SECTION SHALL BE1TEST PER EACH 300 LINEAR FEET OF ROADWAY AND 1 TEST ENVIRONMENTAL QUALITY (DEQ)AND THE CITY OF MERIDIAN WATER DEPARTMENT.
PER 10,000 SQUARE FEET OF GENERAL FILL AND EMBANKMENT AREA FOR EACH LIFT. COMPACTION REPORTS ARE TO
12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR INCLUDE ALL REQUIREMENTS OF REPORTING BY AASHTO T99 OR AASHTO T180. 3. ALL IRRIGATION SYSTEM CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE
PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION)ALL WORK WITHIN THE ITD RIGHT-OF-WAY SHALL LATEST EDITION OF THE ISPWC.
MEET THE ITD STANDARDS AND SPECIFICATIONS. ALL THE REQUIRED TESTING IS TO BE SUBMITTED TO PUBLIC WORKS FOR APPROVAL PRIOR TO FINAL PLAT APPROVAL. PUBLIC
WORKS RESERVES THE RIGHT TO REQUIRE ADDITIONAL TESTING BASED ON SPECIFIC SITE REQUIREMENTS, MATERIAL TYPE, 4. ALL PIPE SHALL BE INSTALLED SUCH THAT THE WATER DRAINS FREELY TO INDICATED DRAIN LOCATIONS. IF THIS CANNOT o
A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY WEATHER CONDITIONS, OR QUANTITY OF TESTS SUBMITTED. BE ACCOMPLISHED, DRAINS SHALL BE INSTALLED AT INTERMEDIATE LOW POINTS. DRAINS SHALL ONLY BE LOCATED IN Z 9
DETAIL SHEET. COMMON AREA LOTS OR WITHIN TEN FEET OF THE ROAD RIGHT-OF-WAY. Q w
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B. STANDARD 6"VERTICAL CURB AND GUTTER, ISPWC SD-701. j
C. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. 5. INSTALL 2"0 SLEEVE UNDER SIDEWALK 5 FOOT ON BOTH SIDES OF EACH FRONT PROPERTY CORNER. INSTALL SLEEVES 12" > Q
D. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. PAVEMENT REPAIR FROM UTILITY WORK, ACHD BELOW FINISHED GRADE OF SIDEWALK AND EXTEND 18" BEYOND SIDEWALK LIMITS. Q
E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. j CO
F. PEDESTRIAN RAMPS ISPWC SD-712 AND ACHD SUPPLEMENT TO SD-712G. 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS 6. THE CONTRACTOR OR HIS/HER REPRESENTATIVE SHALL CONTACT THE ENGINEER AT LEAST 48 HOURS PRIOR TO Q w
G. STANDARD TYPE I DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 601. SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. CONSTRUCTION TO ARRANGE FOR INSPECTION OF THE PRESSURE IRRIGATION FACILITIES INSTALLATION. r/1 Z W
H. STANDARD CATCH MANHOLE, ISPWC SD-611.
2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND 7. THE CONTRACTOR SHALL INSTALL 1"0 CONDUIT FOR LOW VOLTAGE VALVE CONTROL WIRE ALONG ALL MAINS LEADING TO Q LU o
13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. OPEN SPACE LOTS AND INSTALL JUNCTION BOXES LOCATED ADJACENT TO EACH MAIN LINE VALVE. - Q c~>
RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO z
PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL W z
ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). REPLACE THE ENTIRE ROADWAY SURFACE. 0
14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY THEIR 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL Ir
RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. • z
A CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR
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PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY w Ln
MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. _ U)
COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED TO °' Q)
FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT SPECIFICATIONS. THE 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION Kmwm*mrs
CONTRACTOR SHALL CONTACT THE OWNER/ENGINEER TWENTY-FOUR 24 HOURS PRIOR TO POURING CONCRETE COLLARS. ¢ a
( ) BEGINS. CaII before you dig. ;
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15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-301, SD-303 AND SD-806. ALL
WORK WITHIN THE ITD RIGHT-OF-WAY SHALL MEET THE ITD STANDARDS AND SPECIFICATIONS. CALL 2 BUSINESS DAYS IN n
ADVANCE BEFORE YOU DIG, SHEET NUMBER : N N
16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA o LO
N
STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLE RAN CES"ALLOWED. GRADE, OR EXCAVATE FOR THE N
MARKING OF UNDERGROUND C-002
17. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, QSEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE MEMBER UTILITIESo
PAVEMENT AND CONCRETE IS REMOVED. o
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SKY MESA COMMONS
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1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL I =
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III Know WImrs below. cn
SUBDIVISION I l a T
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. U- 00
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE I >- -a
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). I I Y o
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. I II 3 o
CALL 2 BUSINESS DAYS IN ? a-
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO
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COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY 1 1 I ! I ADVANCE BEFORE YOU DIG, SHEET NUMBER : o N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE T o
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. M N
MARKING OF UNDERGROUND
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS �
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ENGINEER OF ANY DISCREPANCY. o
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3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. p io I li N CALL 2 BUSINESS DAYS IN
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO
SKY MESA HIGHLANDS I ADVANCE BEFORE YOU DIG
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY I SHEET NUMBER : o N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, SUBDIVISION I i 1 GRADE, OR EXCAVATE FOR THE o
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. Q I II N N
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS 1 1 I MARKING OF UNDERGROUND M
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES G 101
ENGINEER OF ANY DISCREPANCY. o
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SUBDIVISION 33
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P/ P/ 1. ALL VALVES, FITTINGS, AND
APPURTENANCES SHALL HAVE THRUST
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2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE 2 Call before you dig. LL m
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L rill
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU NNSKY MESA HIGHLANDS ,COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY SHEET NUMBER : 0 NNRESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, SUBDIVISION GRADE' OR EXCAVATE FOR THE R
INACTIVATE ABANDON OR PRESERVE SAID UTILITIES.
l MARKING OF UNDERGROUND T
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS = I u C- 102
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ENGINEER OF ANY DISCREPANCY. o
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MATERIAL TITLE:Piping: GALVANIZED SUBMERSIBLE TURBINE PUMP
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RR-----PIRR ----PIRR 92.96 94.16 5' MIN. BERM
i42 41 40 39 EXIST. 24" GIRRSKY MESA COMMONS PAD:91.6±0 PAD:91.7± 10
SUBDIVISION
NO. 5 J
9264 93 (DBERMDEAL
91.11 92.05 91.78 92.01�692 - - SCLTS
o a
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o NOTES TO CONTRACTORI IRR w- - In - �IRR - RR • - - - - - - - - - - - - - -R _=-- PR =- - R - 9 1 ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL
R_
R . 94 - .T �W C
i
Call
RR- m2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE LL psyoug.CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE PIR A PIRR- PIR TO INSIDE FACE ( ' ). -6---PIRR -PIRR- •R----- IRR- P•R-_ PIR PIRR PIRR- ---PIRR- PIRR PIRR---� PIRR PI PIRR NTHE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO N3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN
A SKY MESA HIGHLANDS COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY SHEET NUMBER :
Lv DVANCE BEFORE YOU
-I \ SUBDIVISION / \ IIIIIII III I III i I RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE o Lp
0
INACTIVATE ABANDON OR PRESERVE SAID UTILITIES 1 I II 1 I lil I , . T
N
All , u i I MARKING OF UNDERGROUND
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1 2 3 4 5
MATCHLINE - 14+00.00
SEE SHEET C-302
- - - � -2692- - - - � l i \ i i/ � / i i i i iO4
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N ; I
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92.66TC 2692 r PRIVATE DRIVE PRIVATE DRIVE
1 1 13+70.52-----------------------------
I C-304 - C-304
III 42 \ I I 41 i I 40 I I D9 IU
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SKY MESA COMMONS - O OS : 93. 0, 5.6 + co z
c�SUBDIVISION � RIM: 2690.98 10 Z) w C') elf`{ wD NO. 5 z Q M wm . jw N
+ SUMP: 2687.48 J(o�
o I Q
> o I I I I PRIVATE DRIVE Q w
o i 1 I I Qi2e = 0.81 CFS i i i � I G T I U
a 1 i i i Q/loo = 1.13 CFS ���5 92�C' I I C-304
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I I I 3.0 LF 12" C900 @ 2.00% D3 SDMH A3 ��► 84 � w� 1
I < T i Z PREPARED BY:
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1 1 1 1 . F_ o ~o U) I U TREASURE VALLEY CIVIL AND DESIGN
- - - - - - - -2693- - - - - �h I I 1 I ----- 2 ---------�� �- n --------- + --------------- ---�� ---- ------- - D2 r------------------ I I INDEX MAP
ICD
\ONAL
31.7 LF 12" SDR 35 @ 0.25% i U O�� C/1'
IN �tn
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STA: 11+93.70, 15.67' R �i� i iN
lil I i i i RIM: 2690.98 i i i I I 1 LU o
1 I I II ; ; ; i ' 12" OUT: 2688.48 (N) ; ; I I I 7 ROADWAY NOTES °
C 9lF OF °per�i
I I I I 1 I SUMP: 2687.48
I Oj3 I I
li I I L 1- _2692- - Qi25 = 0.81 CFS I I I 1 6 \1 1 O 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC Q ITT WO N
I I 4 I I / I\ I
------ - - - - - - - - - J I i - -1 - i i 2 5 Qiloo = 1.13CFS 1 I I 1 1 SD-702
z
OSCON�CRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC D
O CONCRETE DRIVEWAY APPROACH (6" THICKNESS) PER ACHD
SPPLEMENT TO ISPWC SD-710C
O SAWCUT PAVEMENT (2' MIN.) PER ROADWAY NOTE 5 ON SHEET
C-002. MATCH EXISTING PAVEMENT
DRAINAGE NOTES Z
I-4
E. MARDIA STREET & S. ZAIVCLA AVENUE D1 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC SD-604A o
W
PUBLIC ROADWAY 3 P. M �
HORZ 0 30 60 D2 STORM DRAIN SYSTEM 'A' c-so2 d cO
D3 48"0 CATCH MANHOLE PER ISPWC SD-611
z Q Q o
coco � 60 VERT 0 5 10jJ
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2700 w N m N 2700 �
O N /
EXISTING GROUND
FINISH GRADE U
z @ rL OF ROAD @ OF ROAD
2695 w 2695
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2690 2690
2685 2685 0
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0
STA: 11+93.70, 9.75' R STA: 12+45.19, 10.29' R "'
RIM: 2691.14 RIM: 2692.16 cn
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12" IN: 2688.42 (S) 12" OUT: 2688.30 (SE) ~ JILL cp
=
2680 12" OUT: 2688.42 (E) SUMP: 2686.30 2680 O cr w
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r N r N r r N N N N N Q
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2675
N N N N N N N N N N N N N N N N 2675 J o °
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w o
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NOTES TO CONTRACTOR Z N
w �
1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL = )
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Know m*mrs below. � in
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. LL CO
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE >- 0
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). v o
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN a
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG N
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY ° SHEET NUMBER : N N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE � o
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. M N
MARKING OF UNDERGROUND _
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS M
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES C-301
ENGINEER OF ANY DISCREPANCY. o
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0 d
1 2 3 4 5
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� cc �89.99TC -----
I E. EN IC ST EE
1 ` I 18+92.12
I C-501 E. MURCHISON STREET ° d' 9 p p I PRIVATE DRIVE — PRIVATE DRIVE
T9 6 p pG I 18+87.14 C-304 C-304
SEE SHEET C-303 D1 CB B3 0 �C' �� I CB B4 D1
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m � m, RIM: 2689.70- \ i RIM: 2689.70 cn z CD O
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--- �,�p6 97" I Q 26 \ SUMP: 2685.63 °� 9 CL PC Qi25 = 1.36 CFS C7
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co
INDEX MAP �
II p00 �
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O 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC
SD-709
O CONCRETE DRIVEWAY APPROACH (6" THICKNESS) PER ACHD
SPPLEMENT TO ISPWC SD-710C
— O TYPE H2 PEDESTRIAN RAMP PER ACHD SUPPLEMENT TO ISPWC
SD-712H WITH YELLOW DETECTABLE WARNINGS PER ISPWC �T1
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w @ (L OF ROAD @ (L OF ROAD
-0.50%
- - - - - - - - - - — - - - - - - - -0.50% - - - - - - - - - - - - - - - -
2690 2690
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0
0
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2685 2685 O w
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mac? f` 09 M 00 (qO0 CHIC) ON > Q O w
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Z z < Z
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w N Z
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CURVE TABLE w
• w
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NOTES TO CONTRACTOR CURVE# LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH z N
w �
1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL C1 43.98' 28.00' 28.00' 90°00'00" N44°46'20"W 39.60' _ a)
ELEVATION. m
C2 43.98' 28.00' 28.00' 90000'00" S45013'40"W 39.60' Kr1ou1/VuF1at"s I�I0�1N. �?
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. LL CO
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE >- 0
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). v o
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN a
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG N
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY ° SHEET NUMBER : N N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE � o
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. M N
MARKING OF UNDERGROUND _
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS M
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES C-302
ENGINEER OF ANY DISCREPANCY. o
o
0 d
1 2 3 4 5
-- -----------J I I I I I I I I 28
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II
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W E. MEN IC STREET
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a_ IN ,35 I 25 C-304 C-304 0 CO L+ - � + + o N
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95.83 I goO o�� RIM: 2690.34 MP�CH\-� E C"302 C-304
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22 0�• ��6 / � � �
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R/W R/W R R/W R/W R/W R/W /W R/W R/W
CONCRETE DRIVEWAY APPROACH (6" THICKNESS) PER ACHD
-------------- --------- ----- ------ ------------, ----- -------- ---------------�
SPPLEMENT TO ISPWC SD-710C
4 TYPE H2 PEDESTRIAN RAMP PER ACHD SUPPLEMENT TO ISPWC
MEN" � I I I O SD-712H WITH YELLOW DETECTABLE WARNINGS PER ISPWC
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S. GUSTAV AVENUE & E. MURCHISON STREET DRAINAGE NOTES (D W
PUBLIC ROADWAY V 1 Q O
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z Q Q o
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FINISH GRADE
@ (L OF ROAD
2.00% — —
1.07% -0.60% - - - - - - - - - - - - - 0.42%- - 2690
2690 - - - - - - - 0.60%
EXISTING GROUND
@ � OF ROAD �j
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2685 2685
Z z
c0 N f1- C0 f1- (0 N
c0 N NI- I- m O co 00 c0 O � Q W LLU
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2680 NNN N N N N N N N N N N N N 2680 Q Ir U
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CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH z
NOTES TO CONTRACTOR z r
C1 43.98' 28.00' 28.00' 90°00'00" N44°46'20"W 39.60' 0 1 `
1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL = U'
ELEVATION. C2 43.98' 28.00' 28.00' 90000'00" S450 13'40"W 39.60' a)
Know vuI'1c rs below. � in
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. LL CO
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE >- 0
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). v o
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN 7 a
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG, "'
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY SHEET NUMBER : N N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE � o
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. M N
MARKING OF UNDERGROUND _
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS M
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES C-303
ENGINEER OF ANY DISCREPANCY. o
o
0 d
1 2 3 4 5
E. REN IC 11STI EE
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- ' I
t— I INDEX MAP
s N
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PRIVATE DRIVE PRIVATE DRIVE
O2 EXTEND ASPHALT TO MATCH EXISTING ROADWAY
PRIVATE ROADWAY PRIVATE ROADWAY
O INSTALL (3) REMOVABLE BOLLARDS WITH 5' SPACING CENTERED
ON EMERGENCY ACCESS
0 30 60 DRAINAGE NOTES
W
D1 DRAIN TRENCH 'CV MODIFIED FROM PER ACHD BMP-20 z
SCALE IN FEET DIMENSIONS: 73'X2.5'X2' DEEP I--I
VOLUME: 146 CF WITH 0.40 ROCK VOID RATIO
DESIGN INFILTRATION RATE: 1.5 IN/HR o
D2 DRAIN TRENCH C2 MODIFIED FROM PER ACHD BMP-20 w a
DIMENSIONS: 106'X2.5'X2' DEEP inr00
n
VOLUME: 212 CF WITH 0.40 ROCK VOID RATIO d %
I I I Ir 0)/ DESIGN INFILTRATION RATE: 1.5 IN/HR 0 W o
-----------J I ` i D3 DRAIN TRENCH 'D' MODIFIED FROM PER ACHD BMP-20 z Q Q
-j �� N i O DIMENSIONS: 132'X5'X2' DEEP W
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S^'' -�" ® / DESIGN INFILTRATION RATE: 1.5 IN/HR J x
9 D4 DRAIN TRENCH 'E1' MODIFIED FROM PER ACHD BMP-20CIA
s // 26g2 U U I C'cO DIMENSIONS: 62'X2.5'X2' DEEP
I / I DESLUME: 124 CF IGN GN INFILTRATION RATE:ITH 0.40 O ROCK VOID RATIO
m LO \ -ew , ,!� v d D 1 1 i w
32 � ` o 00 � i �� ��' ____________ _J D5 DRAIN TRENCH 'E2' MODIFIED FROM PER ACHD BMP-20
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B I D6 \� / — e o Off. Off. DIMENSIONS: 92'X2.5'X2' DEEP
1 .A o 0 / / 1 0% o 0 o VOLUME: 184 CF WITH 0.40 ROCK VOID RATIO
III—ILL___________________9 C' - - / m o o + DESIGN INFILTRATION RATE: 1.5 IN/HR
--- — 1 G-----------------
9 0
°6S °6S rn s e� �`� I 8 N oN ti0� i D6 DRAIN TRENCH 'F1' MODIFIED FROM PER ACHD BMP-20
/ 0 1 DIMENSIONS: 64'X2.5'X2' DEEP
_C) CD_ 1 ° I R�" G O�' o 0 o I 1 VOLUME: 128 CF WITH 0.40 ROCK VOID RATIO
r------------- -------- o ( m 1 3.1 /o / Q- G N I I
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N o D4 33 i p.5°/\ \ ----- --------- Orr I I
D2 1 i i DRAIN TRENCH 'F2' MODIFIED FROM PER ACHD BMP-20
1 I it/
�1W i D7 DIMENSIONS: 86'X2.5'X2' DEEP
`b� _ 1 / i i i i i VOLUME: 172 CF WITH 0.40 ROCK VOID RATIO
1 00 - ---- ---- O�' r� / I I I 1 DESIGN INFILTRATION RATE: 1.5 IN/HR
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NOTES TO CONTRACTOR Z r_
w
1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL = )
ELEVATION. m
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2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. LL CO
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE >- 0
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). v o
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN a
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG N
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY SHEET NUMBER : o N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE N
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. cmC)
MARKING OF UNDERGROUND "' N
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS M
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES C-304
ENGINEER OF ANY DISCREPANCY. o
o
0 d
1 2 3 4 5
MATCHLINE - 14+00.00
SEE SHEET C-402
I I I I I I I I C
I I I I I I I I I E. EN IC ST EE
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-----------------
20 5.00'
I SEWER LINE D SEWER LINE C
p I I I I I I I r-------------------------------12.00' C-404 C-405
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42 I I 41 I I 40 I I 39 I I > w
II I I I I I I I I 3: I S3 Q W Z Q Q
L STA: U) z CV Z O
SKY MESA COMMONS I i i i i i i i 0 i O
SUBDIVISION I I I I I I I i j LEN:34' 10 D W �i
I I I I I I I ro I CDW
D NO. 5 IC I I I I I I I I N ICO INV: Q w
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S3 I I S3 I S3 S3
i W6 STA: 11+06 I I I SEWER LINE E U)
STA: 10+39 U w
I I STA: 11+61 I W6 STA: 12+16 35.4 LFI 8"w �__ __________________________ C-404 _
II I LEN:44' I LEN:44' I I LEN:44' I LEN:44' i I W7 W6 Q
li I INV:86.2 I j INV:85.9 j j INV:85.6 I j INV:85.7 12.2 LF 6"W
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W2
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D o o i U TREASURE VALLEY CIVIL AND DESIGN
---------+--------� - r------ rA7. +6 - r W4 r--------------------I
INDEX MAP
STA: 10 34 I STA: I I STA: 11+67 I STA: 12+27 I I I I
LEN:35' I LEN:35' LEN:35'
I I I LEN:35' W6
INV:86.3 W6 INV:86.0 INV:85.6 W6 INV:85.8 I I I
I I I I I I I I I I I I C
II � i S3 i i S3 I I S3 I I S3 I I I I O O�SS\0 L�QFM�yF
I I I I I I I I I I I 0
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7 WATER KEY NOTES
I I I I I Block 1 I I I I I I • sC
I W1 CONNECT TO EXISTING 8"WATER MAIN. FIELD VERIFY LOCATION Q OTT WON
p i 1 2 i i 3 i i 4 i 5 I 6 I I
I I I I I I I AND SIZE
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II I I I I I I I I I I z
FIRE HYDRANT ASSEMBLY PER CITY OF CALDWELL
I W2 SUPPLEMENTAL TO ISPWC SD W-404
W3 POTABLE/NON-POTABLE MAIN CROSSING PER WATER NOTE 4 ON
0
SHEET C-002
W4 POTABLE/NON-POTABLE SERVICE CROSSING PER WATER NOTE 5
11 ON SHEET C-002
8 3/4" SINGLE SERVICE CONNECTION PER ISPWC SD-401 z
I-nnl
SEWER LINE A rr
W6 3/4" DOUBLE SERVICE CONNECTION PER ISPWC SD-401 V w
E. MARDIA STREET&S.ZAIVCLA AVENUE V) a O
W7 45' ELBOW w a 00 r-
HORZ 0 30 60
SANITARY SEWER KEY NOTES W00
VERT 0 5 10 S1 FIELD LOCATE AND CONNECT NEW PIPE TO EXISTING MANHOLE. a Z
SCALE IN FEET O CONTRACTOR TO CORE DRILL AT INVERT SHOWN. VERIFY a? O
LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY
2695 FINISH GRADE 2695 ENGINEER OF ANY DISCREPANCIES
EXISTING GROUND >
@ CL OF PIPE S2 48"0 TYPE A SEWER MANHOLE PER CITY OF CALDWELL H
@ � OF PIPE
EXISTING --- SUPPLEMENTAL TO ISPWC SS-501 U
15" GRAVITY IRRIGATION ---- --- ---- -- 12" C900 STORM M D ----- O SANITARY SEWER SERVICE EXTENDED 15' WITHIN LOT PER CITY
--- RAI OF CALDWELL SUPPLEMENTAL TO ISPWC SD SS-511A
B 2690 4" PRESSURE 2690
EXISTING IRRIGATION
6" PRESSURE IRRIGATION
NOTE:
2685 2685 ALL VALVES, FITTINGS, AND APPURTENANCES SHALL HAVE THRUST
8"WATER BLOCKS PER ISPWC SD-403
50.5 LF 8" PVC @ 0.40% 1 260.5 LF 8" PVC @ 0.40%
254.3 LF 8" PVC @ 0.40% '
EXISTING 2680 2680 0
8"WATER SSMH Al SSMH A2 LU
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RIM: 2691.71 8" IN: 2680.97 (N) ,_, w
8 IN: 2680.67 (NE) 0- _
8" OUT: 2680.87 (SW)
8" IN: 2680.67 (E) � � p o
2675 EXIST SSMH 8" OUT: 2680.57 (W) 2675 Q Q Q 9
STA. 9+96.67 pq Q z LU Z
RIM: 2691.72 -j Z
8" IN: 2679.55 (E) Z G- -j <
8" OUT: 2679.45 (W)
2670 2670 Q ZI
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LU LU 0
9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 �' Ir
z 0
Z
Q o
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=
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1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL = a)
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Know VVhes below. � c7>
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. LL m
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). v o
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN
In
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY ° SHEET NUMBER : N N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE M o
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. CO N
MARKING OF UNDERGROUND _
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS `�PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES C-401
Ca
ENGINEER OF ANY DISCREPANCY. o
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1 2 3 4 5
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SEE SHEET C-403 SEE SHEET C-403
SEWER LINED SEWER LINE C
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CIVIL AND DESIGN
I I I I I I I I I I I I I INDEX MAP �
SEE SHEET C-05
I I I I I I I I I I I I I I I z \ONAL A'
I I I I I I I I I I I I I I I O �SS FFrC
I I I I I I I I I I I I I I I I I 19 L U
I I I I I I I I I I I I I I I 0
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I I I I I I I I I I I I I I 18 O a
I I I I I I I I I I I I I I
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I 1 I 1 I I I 1 I 1 1 1 i 1 O POTABLE/NON-POTABLE MAIN CROSSING PER WATER NOTE 4 ON Q OTT WAN
I I I I I I I I I I I I I I I I W1
SHEET C-002 ~O
W2 POTABLE/NON-POTABLE SERVICE CROSSING PER WATER NOTE 5
ON SHEET C-002
W3 3/4" DOUBLE SERVICE CONNECTION PER ISPWC SD-401
W4 45' ELBOW
W5 8"x8" TEE z
SEWER LINE A r~nn
W6 8" GATE VALVE PER ISPWC SD-406 V W
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S1 48"0 TYPE A SEWER MANHOLE PER CITY OF CALDWELL
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SCALE IN FEET OF CALDWELL SUPPLEMENTAL TO ISPWC SD SS-511A J p?
1695 2695 i--i N w a
EXISTING GROUND >
@CLOFPIPE 1- 4
B 1690 z 2690
8"WATER FINISH GRADE z
@ (L OF PIPE
NOTE:
?685 50.5 LF 8" PVC @ 0.40% 66.0 LF 8" PVC @ 0.41%2685 ALL VALVES, FITTINGS, AND APPURTENANCES SHALL HAVE THRUST
219.1 LF 8" PVC @ 0.40% O BLOCKS PER ISPWC SD-403
260.5 LF 8" PVC @ 0.40% 0
?680 2680
SSMH A3 SSMH A4 SSMH A5 J o
STA: 15+73.92 STA: 17+97.04 STA: 18+51.48
LL
RIM: 2690.50 O F
RIM: 2691.67 RIM: 2690.20
8" IN: 2682.10 (N) 8" IN: 2683.07 (NW) 8" IN: 2683.37 (W) 0 w
8" IN: 2682.10 (W) 8" IN: 2683.07 (N) 8" OUT: 2683.27 (SE) 0 _
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W
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1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL = a)
ELEVATION. aa)
Know VVhes below. � C/)
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. LL CO
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE >- a
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). v o
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG C0
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY SHEET NUMBER : N N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE M o
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. CO N
MARKING OF UNDERGROUND _
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES C-402
Ca
ENGINEER OF ANY DISCREPANCY. o
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SEWER LINE D Q
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12 C900 STORM DRAIN ---- - ---- ---- ----
B 2690 -- --- - 2690
4" PRESSURE EXISTING GROUND 12" C900 STORM DRAIN
IRRIGATION 8"WATER @ rL OF PIPE
66.0 LF 8" PVC @ 0.41% NOTE:
2685 2685 ALL VALVES, FITTINGS, AND APPURTENANCES SHALL HAVE THRUST
BLOCKS PER ISPWC SD-403
' 181.1 LF 8" PVC @ 0.40% 50.5 LF 8" PVC @ 0.40%
105.0 LF 8" PVC @ 0.40% 0 49.7 LF 8" PVC @ 0.40%
2680 SSMH A3 SSMH A93:
T - 2680
STA: 15+73.92 STA: ??? SSMH A8 SSMH A7 SSMH A6 Lu
64
RIM: 2691.67 RIM: 2690. STA: 24+61.02 STA: 22+75.90 STA: 22+21.46
8" IN: 2682.62 (NW) L
8" IN: 2682.10 (N) RIM: 2690.93 RIM: 2690.28 RIM: 2689.98 p
8" IN: 2682.10 (W) 8" IN: 2682.62 (W) 8" IN: 2682.92 (N) 8" IN: 2683.74 (NE) 8" IN: 2683.94 (W) 0C w
LU
8" OUT: 2682.52 (E) 8" OUT: 2682.82 SE 8" OUT: 2683.64 S 8" OUT: 2683.64E ~ 0-
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8 OUT: 2682.00 (S) ( ) ( ) ( )
2675 8" OUT: 2683.94 (SW) 2675 � z Q
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I-1 Q Q cn
Gq Q Q w z
J z a
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2670 2670 Q I
0
26+50 26+00 25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 �' � U
z z
Z
Q o
• U °C z
LU z
• W Q
W
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=
A NOTES TO CONTRACTOR W i
I aD
1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL = a)
ELEVATION. aa)
Know VVhes below. � C/)
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. LL CO
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). v o
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY ° SHEET NUMBER : N N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE M o
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. CO N
MARKING OF UNDERGROUND _
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES C-403
Ca
ENGINEER OF ANY DISCREPANCY. o
2m o
0 d
1 2 3 4 5
I I i
I i i i I I 1
Block 1
25 i 1 i 23
24 E. F EN IC 11STREET
26
I I I
SEWER LINE D SEWER LINE C
s2 I I 1 C-404 Q C-405
a i i N: 68 76.55 > w
E: 2464467.62O Q Q
c/) z O
LEN: 38' i i w N z =) C�
D I i iINV: 2685.31 - W1 I
I i L----------- --J W2 1 -------------- U) ¢ 111 U w > 0
Q
S2 i W1 SEWER LINE E w < w
N: 687851.22 i U U
E: 2464425.02 ; C-404 Q
L-------- INV: 71' 27 4( N
INV: 2686.00 Q v E. MURCHIS N STREET vi
a sua LU
z U
Q S S „8 LU
r--------------- S1 SMH D1--- --7 c9 1 w
N: 687850.93 E: 464497.88 i `" SSMH A6 S1 w =
RIM: 2689.89 / a581 a„ 3: C/) SE ER LIN A
INV IN: 2684.55 4"(NW) Cn w C-401- SEWER LINE B
INV IN: 2684.55 4"(W)
28 INV OUT: 2684.22 8"(E) ' ° ° ° C-404
rill, / + E. MARDIA S RE T
I s
/Lm'U
I L
I
--------- 45.7 LF 8" PVC @ 0.61% ----- �
PREPARED BY:
I I
I I 60
O SAS
29 1 I 1 INDEX MAP 0 TREASURE VALLEY CIVIL AND DESIGN
SEWER LINE A
SEE SHEET C-403
o SS\ONA L
F�
SEWER LINED U
�O
w
PRIVATE DRIVE
0
LLI
WATER KEY NOTES "lF OF
0 30 60 W1 POTABLE/NON-POTABLE SERVICE CROSSING PER WATER NOTE 5 Q OTT)N0�10��
O ON SHEET C-002 ~
O
z W2 3/4" DOUBLE SERVICE CONNECTION PER ISPWC SD-401 +++
SCALE IN FEET
SANITARY SEWER KEY NOTES
S 48"0 TYPE A SEWER MANHOLE PER CITY OF CALDWELL
SUPPLEMENTAL TO ISPWC SS-501
SEWER LINE A SEWER LINE A SANITARY SEWER SERVICE EXTENDED 15'WITHIN LOT PER CITY z
SEE SHEET C-403 SEE SHEET C-401 S
OF CALDWELL SUPPLEMENTAL TO ISPWC SD SS-511A I--I
I I co
-------------------------------- mil) o
1 I I w a
L----------------------------------J / In
Mia s 42.5 LF 8" PVC @ 7.85% j a o`ro
r-----------------38.9 LF 8" PVC @ 4.32% i/ I NOTE: 3 x
woo
lei s SSMH B1 S1 9 i ALL VALVES, FITTINGS, AND APPURTENANCES SHALL HAVE THRUST C7 Q N
) N: 687266. E: 2464659.53 I �j z Lz
32 S1 SMH E1 �� \ + w ' _ s^W l o RIM: 2692.20 BLOCKS PER ISPWC SD-403 a Z
N: 687570.91 E-2464503.14 U 5� i I L7
I ° 00 z _ W1 1 INV IN: 2684.33 4 (E) p
RIM: 2690.91 o - $„ s s -' I T^ M a
ch � w o `----- INV IN: 2684.33 4"(SE)-------- --------
INV IN: 2684.63 4 (W) Q w - S2 N
W1 INV OUT: 2684.00 8 (W) \\
INV IN: 2684.63 4"(SW) \ 8"W z U � S1 SSMH Al 8" s N: 687265.96 25 /
�-- INV OUT: 2684.30 8"(E) \ �� �3,go w U) � 8 i---'E: 2464739.30-----i U
------N: 687571.22-----------------------, a s O1 = LEN: 78' I
S2 E: 2464425.50 w w
3: � INV: 2686.90
8 �
------ LEN: 76' -----, W1 -- � cw
B i INV: 2686.20 i W1 33 W1 I I
SSMH A9 S1
------------- S2 _ I I
\ i W2 N: 687243.30
I i i E: 2464696.21
W2 -- I I LEN: 41' I I
I I r----------------I r N: 687550.75 ---------------
I i INV: 2686.30 1 I
N: 687545.54 1 I 1 I I I
E: 2464531.16
S 1
I 2 LEN:E: 2464469.91 I I I I I I I
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LEN: 40 I I INV: 2685.00 1 1
INV: 2685.80 i i 1
I I I I I
7 I
34 i i i i i i i 4 i 5 6 i i i w o
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36 1 i i i i i i i Z C0
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PRIVATE DRIVE PRIVATE DRIVE Q > 0
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W w C0
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w z
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A NOTES TO CONTRACTOR w CU
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1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL = a)
ELEVATION. aa)
Know m*ors below. C/)
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. LL CO
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE >- a
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). v o
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG N
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY SHEET NUMBER : N N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE CD o
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. N
MARKING OF UNDERGROUND _
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS C-404 PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES Ca
ENGINEER OF ANY DISCREPANCY. (D Ca
(Z O
0 d
1 2 3 4 5
21 i i 20 i 22 E. EN IC ST EE
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SEWER LINE D SEWER LINE C
C-404 C-405
I
a Q W z M
S2 i S2 I — p Q Q
Cn z O
STA: 10+88 I W4 STA: 11+56 I - w N Z_
D I i I i LEN:28' I I LEN:28' j I Q3: W
20.6LF 8"W INV:84.9
_ ------- >. 0
--------------- J I W Q
230.7 LF 8"W I Wg SEWER LINE E w J W
W7 W3 W3 W2 I W2 W1 W8 C-404 U
a
W7 _ Q
8"W W 8"W
0 40.4 LF 8"W � o E. MURCHIS N S E T Cn
Q o 11+00 19 12+00 I w 1 0 0 3+
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z U
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w = W2 0 SSMH C1 S1 _ SSMH C S1 I W SE ER LIN A
--------------------- w
w w \` i I C-401- SEWER LINE B
U W6 _ \ i I
4
5
SSMH A4 S1 , -404
W5 \� 1 g I w E. AR IA S RE ET
a W
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0 11 I /
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10+00 i a
I a w w
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+ � ---------------------------------- a ' w � INDEX MAP 0
a
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SEWER LINE A z0 o��SS�oNAL
SEE SHEET C-402 0 a� F
O.
SEWER LINE C o �
C PRIVATE DRIVE !y 9rF OF
WATER KEY NOTES
CONNECT TO EXISTING 12"WATER MAIN. CONTRACTOR TO FIELD Q . SCOTT wroj '
W1 VERIFY LOCATION AND SIZE PRIOR TO CONSTRUCTION. ~
O
POTABLE/NON-POTABLE MAIN CROSSING PER WATER NOTE 4 ON z
W2 SHEET C-002
S
POTABLE/NON-POTABLE SERVICE CROSSING PER WATER NOTE 5
ON SHEET C-002
S 3/4" DOUBLE SERVICE CONNECTION PER ISPWC SD-401 �T�
44
S8"x8"TEE ^� z
Irr—nnl
HORZ 0 30 60 W6 8" GATE VALVE PER ISPWC SD-406 V w
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S
w 22.5° ELBOW oc r—
VERT 0 5 10 ¢ O �,
2700 2700 SCALE IN FEET W8 12"x12"x8"TAPPING SADDLE I�+�I C, W Q o
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20LF OF 16"0 STEEL SLEEVE WITH 3/8" MIN. THICKNESS ENCASING �j W
S 8"WATER PIPE. SLEEVE TO CENTERED ON GRAVITY IRRIGATION
FINISH GRADE PIPE. T� J
@ OF PIPE SAWCUT PAVEMENT (2' MIN.) PER ROADWAY NOTE 5 ON SHEET V L
2695 2695 10 C-002. MATCH EXISTING PAVEMENT >
EXISTING GROUND 4" PRESSURE 1— 4
@ 9- OF PIPE IRRIGATION SANITARY SEWER KEY NOTES W U
W1 48"0 TYPE A SEWER MANHOLE PER CITY OF CALDWELL
B 2690 _ 2690 S SUPPLEMENTAL TO ISPWC SS-501
8" WATER SANITARY SEWER SERVICE EXTENDED 15' WITHIN LOT PER CITY
S2 OF CALDWELL SUPPLEMENTAL TO ISPWC SD SS-511A
2685 z
107.2 LF 8" PVC @ 0.62% � g 2685
NOTE:
M
24" PVC GRAVITY IRRIGATION ALL VALVES, FITTINGS, AND APPURTENANCES SHALL HAVE THRUST
BLOCKS PER ISPWC SD-403 CD
SSMH C1 SSMH C2
STA: 18+28.86 STA: 17+97.04 w C)2680 RIM: 2690.68 RIM: 2690.64 2680 LU C)
8" IN: 2683.34 (E) 4" IN: 2684.33 (N) S
L
8" OUT: 2683.24 (S) 8" OUT: 2684.00 (W) Q ~w
~ x
41.OLF8" PVC @0.41% x
z Q
2675 SSMH A4 2675 Q Q U U)
STA: 17+97.04 pq Q Z LU z
RIM: 2690.50 Q Z
8" IN: 2683.07 (NW) Z CL
8" IN: 2683.07 (N) DC DC ZI
8" OUT: 2682.97 (S) Q LU LU g
2670 2670 w w w D
� � Cc
9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00
z Z
a o
• w z
• a W
w
® Z cu
=
A NOTES TO CONTRACTOR w i
=I cn
1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL = a)
ELEVATION. aa)
Know VVhes below. w in
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. LL CO
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE >- a
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). v o
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY SHEET NUMBER : N N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE CD o
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. N
MARKING OF UNDERGROUND _
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES C-405
ca
ENGINEER OF ANY DISCREPANCY. o
(d O
0 d
1 2 3 4 5
I i
I I
I
I
TRC 2��o 'cC�S2 2 0% i 63'
TRC i R ROW FL
91.44 91.44
i 31.5' 31.5'
TRC TRC
91.42 91.46 i 10.0' 33' 10.0'
E----- PUBL. UTIL. PUBL. UTIL.
St EASEMENT 5' 8' 16.5' 16.5' 8' 5' EASEMENT
o 0 1 SW SW
I ° o
/0
D —R/W R/W R/W 191
9'TRc 91RC M.2 2/o
AX. 2% 2% MAX.
~ ~v'2 2' :<ii��ii
rc
CONCRETE SIDEWALK
3" ROLLED CURB AND 2.5"ASPHALT, SP-3, PER ACHD SUPPLEMENT TO
GUTTER PER ACHD 1/2" MIX PG. 58-28 ISPWC SD-709 TYP.
SUPPLEMENT TO 4" OF 3/4" CRUSHED GRAVEL
ISPWC SD-702 TYP.
-d' 20" OF 6" MINUS UNCRUSHED AGG. BASE COURSE
EXTEND BASE COURSE 0.5' BEHIND BACK OF CURB (TYP.)
I
TYPICAL 33' LOCAL STREET SECTION
o } i A SCALE:N.T.S.
o I
o I
N I
97 019 97 7
9
2.0% '�C Est
R LU
30' R
E. MURCHISON STREET i 20
w i PREPARED BY:
° I 5' 10' 10' 5' O
Z SAS
} I MODIFIED 1'WIDE,
O � I I e Z)
0
1 1 CONCRETE C-501 U TREASURE VALLEY CIVIL AND DESIGN
Q � RIBBON CURB �
U (0J i �1°—/� U)
V > I ?% o 'o �'��� Z WNA L EsgrCi
b Q 2 MODIFIED V WIDE,
N I CONCRETE W
RIBBON U Q�O
F4
\�780 2.5"ASPHALT PER DEVELOPER O
0
4"OF 3/4"CRUSHED GRAVEL CLLL
EAN
x 2'D 1.5" 2"
CLEAN DRAIN ROCK LU
\ I 12"OF 6"MINUS PIT RUN 0
C 9lf OF
I
a- �sCOrr)NrJ
I
—R/W R/W R/W \\ TRC L----- 0.SIHA RALE IED�ACC�ESS�CR�OSS SECTION z
91.82
o
TRC TRC r------ FLR
------------------- g1.8 9 I r"1
TRC 2 �O'79� 2-0% 91.87 i 20' z
91.89 I �..�
2.5' 10, 10, 2.5'
MODIFIED 1'WIDE, V W
I 2 MODIFIED 1'WIDE, 2 U �
CONCRETE 1' 1' CONCRETE C=)
RIBBON CURB 'n
I G501 G501 � -�
RIBBON CURB w 0
j � I 1% Q oo �
C
DECORATIVE PERMABARK DECORATIVE PERMABARK W
PER DEVELOPER PER DEVELOPER Q N
25'ASPHALT
S. ZAIVCLA AVENUE / E. MURCHISON STREET 2.5'W x 2'D 1.5"-2" 2.5'W x 2'D 1.5"-2"
W "
1 CLEAN DRAIN ROCK Q �) z
SCALE: 1"= 1 O' 4"OF 3/4"CRUSHED GRAVEL CLEAN DRAIN ROCK
NOTE: 12"OF 6"MINUS PIT RUN '^ J N v� W
(�1 � w
GRADES DEPICTED ACROSS CURB AND PEDESTRIAN RAMPS \
ARE DEPICTED AT THE GUTTER FLOW LINE /�
S �ACC�ESS�CR�OSS SECTION W U
C SCALE: N.HARED T.S.
B
12"
U (n
00 Z J
a a _
OU a a Q
4" OF TYPE 1 �06,000cb'
AGGREGATE PERISPWC SECTION 8000000000000000000
Z
0f0
BBN CURB DETAIL o 0
SCALE:N.T.S.
w
L9
U
O L1J H
I� F- W
z
Q Q C/)
GA Q uj z
~ Z
O
o
Fz n U 0
{--I o
w
W w
w Z
0
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U cn z
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A NOTES TO CONTRACTOR z
z a
1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL Q = a)
ELEVATION. ��� 00
Kncyw VVI1as below.
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE Call before you dig. w
m
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). LU
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CALL 2 BUSINESS DAYS IN a
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ADVANCE BEFORE YOU DIG co
OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY
� SHEET NUMBER : o N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE o 0
INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. - N
MARKING OF UNDERGROUND _
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS 'zC-501
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MEMBER UTILITIES
ENGINEER OF ANY DISCREPANCY. o
0 a
1 2 3 4 5
VARIES - SEE PLANS
5'
SAND AND GRESE TRAP
PER ISPWC SD-624. NOTE:
SEE PLANS FOR EXACT LOCATIONS OF WELL"A" 38 ------------------
WELLS,THIS DETAIL ONLY SHOWS
THEM FOR REFERENCE.WELL W MAY 12" MIN.
r---------------I
BE LOCATED ON EITHER END OF
VERTICAL DRAIN TRENCH. I I I 1
O 18" PIPE FILTER SAND IN ACCORDANCE
WITH ISPWC SECTION 801 OR ASTM I I I
C-33,WHICHEVER IS MORE
INSTALL SOLID CAP AT END z STRINGENT I I I I i �g g3 1.9 LF 12" SDR 35 @ 5.39%
OF PERFORATED PIPE
D
HIGH FLOW BYPASS PIPE --- ------- / \ a
Lu
ASTM C33 FILTER SAND w i i i i / o
U) I I I z
I I I
2 PERFORATED PVC W_ I I 39 I Q I a
CATCH MANHOLE PER C_502 (PERFORATIONS IN TOP I I I J 1 �'� S&G B1 O
D4
ISPWC SD-611 HALF OF PIPE) Q U I D7 SDMH B2
> I I 1 > 1 - N: 687815.72
N: 687815.78
Q 10 E: 2464579.24
12" PIPE i i I N I E: 2464564.24 RIM: 2690.12
vi I RIM: 2690.03
WRAP TOP AND SIDES OF SAND i i i i 12" IN: 2686.53 (N) 12" OIN: 26
FILTER WITH GEOTEX 401 OR I 12" OUT: 2686.53 (E) p 18" U`: 2683.58 3. ((S)
SIMILAR PER POLICY SECTION �-
12" OUT: 2686.53 S
8202.23 i i i 19.0 LF 18" PVC 0.00%
---_--- ------ SUMP: @
I I I 11 1 11
D1 �f't 19.0 LF 12" SDR 35 @ 0.00%
AA/m M/a / 1
i Block 2 >
i 9 Lot 1 Lu
U OBSERVATION WELL o
z z / A 168LF18" SDR 35@0.00%
WRAP TOP AND SIDES OF TRENCH 2e PERFORATED PVC uJ 2 w PER ACHD - / PREPARED BY:
SUPPLEMENT TO E. MURCHISON STREET / (PERFORATED)
c-5o2 (PERFORATIONS IN TOP D_ z
SAND AND GRESE TRAP WITH GEOTEX 401 OR SIMILAR PER z - ISPWC SD-627 - i
POLICY SECTION 8202.23 HALF OF PIPE) - O SAS
PER ISPWC SD-624. � r � `------------------------ 168 LF 18" PVC @ 0.00% �
N O O 7\D _
D712 SDMH A3 (PERFORATED) ? TREASURE VALLEY CIVIL AND DESIGN
SD
5.4 LF 12" SDR 35 @ 1.84%
NATIVE BACKFILL ��\�/ /\\���' I z
S\ONAL F
SOLID WALL PVC PIPE 8 I �/ 0 CYfR�,Sc N�
R/W R/W I L.I_ v I FO
31.7 LF 12" SDR 35 @ 0.25% O I OILL
11
I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W � ---� r--------------- S&G Al , I @ ° > �o
2
1 I D2 I I 19.6 LF 18" SDR 35 0.00°/ W
W D7 SDMH A2 i N: 687247.34 i i O
C 5' MIN. ANGULAR 3/4"ROCK WITH MINIMUM 50% D1
IL u N: 687247.39 T O
SINGLE FRACTURE FACE E: 2464632.04 I I I sC
W a_ !y O F ��n
J J i E: 2464645.48 I I ITT WO RIM: 2692.06 I I S&G B5 D6 Q
5' MIN. RIM: 2692.06 I I I I p D5 z
12" IN: 2688.22 (NW) I I 12" IN: 2688.12 (W) I I N: 687605.11 ~O
18" OUT: 2686.54 (S) 1 1 I E: 2464578.40 Q z
12" OUT: 2688.22 (E) I 19.6 LF 12" SDR 35 @ 0.00% D1 Q
FOOT 12" OUT: 2688.22 (S) RIM: 2690.83 J
12" IN: 2686.43 W I U
PLATE SUMP: 2686.22 I D3 i 10.0 LF 18" SDR 35 0.00% ( ) >
LINE BOTTOM OF SEEPAGE BED WITH TYP. I I I I I @ 18 OUT: 2686.25 (N) N
PVC LINER TO PROMOTE
PERCOLATION THROUGH SAND FILTER 10.0 LF 12" PVC @ 0.00% I 5 , i 6 I i � 1 C
R
D7 SDMH B6
VERTICAL DRAIN TRENCH NOTES: 1 4 1 N: 687605.17
O
1. REFER TO ACHD BMP-21 FOR VERTICAL DRAIN TRENCH DETAILS AND SPECIFICATIONS. I I I I I I E: 2464563.40 z
70 LF 18" SDR 35 0.00%1 1
2. ACHD REQUIRES ELECTRONIC MARKERS AT ALL CORNERS OF UNDERGROUND INFILTRATION 70.0 LF 12" PVC 0.00°/ I I @ I I �� RIM: 2690.67 °
@ 1 I (PERFORATED) 1.8 LF 12" SDR 35 @ 0.00/° I-I
SYSTEMS.CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF I I � 12" IN: 2687.27 (S) ` rn
MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. MARKERS SHALL BE I I 12" OUT: 2687.15 (E) CB g7 V W
PURCHASED FROM ACHD. ---12" OUT: 2686.53 N - Q+ (v/ /� U
I I I I I I O Q O
3. CONTRACTOR SHALL PERFORM PERCOLATION TESTING AT PROPOSED VERTICAL DRAIN E. MURCHISON STREET
. w a
TRENCH LOCATIONS PRIOR TO START OF CONSTRUCTION. NOTIFY ACHD INSPECTOR 48 c oo r--
HOURS PRIOR TO TESTING.TESTING SHALL BE DONE BY SOILS ENGINEER AFTER SEEPAGE ---J L---------------J L________-________-J L__ r
TRENCH IS FULLY EXCAVATED - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 33 O
w W o
4. DESIGN INFILTRATION RATE AND GROUNDWATER ELEVATIONS AS NOTED IN PLANS AND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DRAINAGE DESIGN REPORT. _ R
- - - R/W ..
NOTE:
-= --� - _-- - --- -- -- --, --- ----- D1 C7
NO TREES TO BE PLANTED ABOVE VERTICAL DRAIN TRENCH. IRR r----------
(D
STORM DRAIN SYSTEM 'A' 4 STORM DRAIN SYSTEM 'B' Qr
VERTICAL DRAIN TRENCH 3 SCALE: 1"= 30' SCALE: 1"= 30'
SCALE:N.T.S.
U
B
R
PROPERTY FENCE x
DRAINAGE NOTES
0MABARK OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 DECORATIVE PER
PER DEVELOPER
90° D2 INSTALL 1000 GALLON SAND AND GREASE TRAP 'A' PER ISPWC SD-624 x 0
INLET BAFFLE ELEVATION: 2687.52' WRAP TOP AND SIDES OF o
OUTLET BAFFLE ELEVATION: 2688.02' FINISH GRADE TRENCH WITH GEOTEX
-� 401 OR SIMILAR LO
20" BETWEEN BAFFLES Z 9
D3 VERTICAL DRAIN TRENCH 'A' PER ACHD BMP-21 1 Lu
w
- DIMENSIONS: 76'X29'X4' DEEP c-5o2 '-' _
VOLUME: 3,526 CIFWITH 0.40 ROCK VOID RATIO o ANGULAR 3/4"DRAIN ROCK WITH
DESIGN INFILTRATION RATE: 1.5 IN/HR MINIMUM 50%SINGLE FRACTURE FACE Q J 0
F.G. EL.. 2692.50 Q z
c�
TOP OF BED EL: 2691.00 Q W 3:
BOTTOM OF ROCK EL: 2687.00 2•0' 0 Q
0-1
180' GROUNDWATER EL: 2686.60 Q 0I
INSTALL 1000 GALLON SAND AND GREASE TRAP 'B1' PER ISPWC SD 624
O_EACKYARD
3/8"PERFORATIONS IN VALLEYS OF D4 STORM DRAIN RETENTION CHAMBER Q z
CORRUGATED PIPE.5 EA. INLET BAFFLE ELEVATION: 2685.83' w Q D
OUTLET BAFFLE ELEVATION: 2686.33' SCALE:N.T.S. p� 0-1
20" BETWEEN BAFFLES z
2 PIPE PERFORATION SCHEDULE D5 VERTICAL DRAIN TRENCH 'B' PER ACHD BMP-21 1 x o
SCALE: N.T.S. O DIMENSIONS: 178'X27'X4' DEEP e U z
C-502
0-1
VOLUME: 7,689 CIF WITH 0.40 ROCK VOID RATIO w
DESIGN INFILTRATION RATE: 1.5 IN/HR z
A NOTES TO CONTRACTOR F.G. EL.: 2690.50 z N
TOP OF BED EL: 2689.00 =1 cn
1 ELDEyATION, FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL BOTTOM OF ROCK EL: 2685.00 >
GROUNDWATER EL: 2684.35 uJ
Know v�hait�s below.
2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM MANHOLE O INSTALL 1000 GALLON SAND AND GREASE TRAP 'B2' PER ISPWC SD-624 Call before you dig. m
CENTER TO CENTER. PIPE SLOPES ARE CALCULATED FROM INSIDE FACE D6 INLET BAFFLE ELEVATION: 2685.83' Q
TO INSIDE FACE (MINUS 4' FROM TOTAL LENGTH). Y o
OUTLET BAFFLE ELEVATION: 2686.33' C) ,
3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. 20" BETWEEN BAFFLES CALL 2 BUSINESS DAYS IN
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO Ln v
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY D7 48"0 CATCH MANHOLE PER ISPWC SD-611 ADVANCE BEFORE YOU DIG, SHEET NUMBER : N
RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, GRADE, OR EXCAVATE FOR THE � o
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INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS *GROUNDWATER AND INFILTRATION INFORMATION DERIVED FROM MARKING OF UNDERGROUND M
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY "MATERIALS TESTING AND INSPECTION" PREPARED ON SEPTEMBER 27, 2019* MEMBER UTILITIES C-502
ENGINEER OF ANY DISCREPANCY. o
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