CC - Cover Sheet Plat (rJ-U-B
J-U-B ENGINEERS, INC.
• SILVERWATER NORTHU N
V z It
z Cl) -0 o coM
O r- m
Lu O pO corno
E
LLJ
Z c� a� 00 mo N
ao m? =,
LLI C N o
MERIDIAN IDAHO Z -Q N
Z � W m � C:
o1 �
Cl) � �
O .O
Z �
LO m
W
m
i
D �SS�ONAL F
— 8
SHEET INDEX LA
LEGEND !y 9rf OF
SHEET NUMBER SHEET TITLE OTT WO I`7
EXISTING PROPOSED C-001 COVER SHEET
BOUNDARY LINE C-002 NOTE SHEET
--- SECTION LINE --- e C-101 PRESSURE IRRIGATION PLAN
- w
s SANITARY SEWER LINE S o C 102 STREET LIGHT AND SIGNAGE PLAN W o
0 W z �
W WATER LINE W o C-201 GRADING PLAN — x
GRAVITY IRRIGATION LINE IRR B e I I CA C-301 E. CAESAR PLACE AND E. VENETO PLACE o a
KK PRESSURE IRRIGATION LINE —PIRR NC1C-401 SEWER LINE A AND B ° Lu� 'a Is o 00
SD STORM DRAIN LINE W ° — — z
CQZaZ � �
UP — UNDERGROUND POWER Z , o w
CENTERLINE I I W Q o Z o
z
PUBLIC RIGHT OF WAY LINE
IVISI 0 < ayw � w p
LOT LINE " W 0 U, o=
6" VERTICAL CURB & GUTTER PROJECT o ° W Z o L)
5' SIDEWALK SITE _ o W w Cl)
Z moN o
�s SEWER MANHOLE 0 — Z o
gQO a �
O STORM DRAIN MANHOLE e ¢ W Q
GRAVITY IRRIGATION MANHOLE _ o W UJ� w
DITCH FLOW LINE o o = a o
PRESSURE IRRIGATION SERVICE 0 800 1 ,600 z
STREET LIGHT
FIRE HYDRANT Y
— — — — — EP — EDGE OF PAVEMENT EP Ll
— — — — — FM — SEWER FORCE MAIN SCALE IN FEET
— — — — — FO — FIBER OPTICS LINE
TOB TOP OF BANK VICINITY MAP
TOE TOE OF SLOPE
T STREET SIGN T
SCALE; 1" = 800'
>< WATER VALVE N The Engineer of Record certifies that the plans are prepared in
CONCRETE SIDEWALK substantial conformance with the ACHD policy and standards in =
effect at the time of preparation. The Engineer acknowledges that O
ASPHALT ROADWAY ACHD assumes no liability for errors or deficiencies in the design. DEVELOPER: POWER: 01-�
all variances from ACHD policy shall be approved in writing. The O =
following variances, listed by date and short description, were TRILOGY DEVELOPMENT IDAHO POWER
approved for this project: none C/O SHAWN BROWNLEE VIC STEELMAN z LU
9839 W. CABLE CAR STREET 1221 W. IDAHO STREET 0 w
SUITE 101 BOISE, ID. 83702 =
MERIDIAN, ID. 83709 PHONE : (208) 388-2323 LU 7 W
PROJECT NO. 10- 16-061 Q Q
C �fEP,IDIANt— APPROVED FOR SEWER & WATER: PRESSURE IRRIGATION: 3: Q >
ABBREVIATIONS IDAHO CITY OF MERIDIAN NAMPA & MERIDIAN IRRIGATION DISTRICT Er O
AR CONSTRUCTION 33 E. BROADWAY AVENUE 5525 E. GREENHURST W U
3: MERIDIAN, ID. 83642 NAMPA, ID. 83686 These plans and/or specifications have been reviewed for w
0 AD ALGEBRAIC DIFFERENCE PHONE : (208) 887-2211 PHONE : (208) 466-0663 J
b compliance with Meridian City Standards and Specifications.
BCR BEGIN OF CURB RETURN This review does not relieve the owner, engineer, of contractor —
of the responsibility to design and/or construct those facilities in
' ECR END OF CURB RETURN compliance with all current applicable federal, state and local ROADWAYS IRRIGATION DISTRICT:
FG FINISHED GRADE laws, rules, regulations, ordinances, development agreements, ADA COUNTY HIGHWAY DISTRICT NAMPA & MERIDIAN IRRIGATION DISTRICT
specifications, orders of approvals, all of which the City retains 3775 ADAMS STREET 5525 E. GREENHURST
w FL FLOW LINE the right to enforce. Inconsistencies not noted by City staff shall GARDEN CITY, ID. 83714 NAMPA, ID. 83686
GB GRADE BREAK not be construed as approved unless specifically addressed in PHONE (208) 387-6100 PHONE (208) 466-0663
HP HIGH POINT writing by the City. Any proposed revision to these plans must be
submitted for review and compliance with the Meridian City
QLP LOW POINT Standards and Specifications before said revision is constructed. ,-u-6 ENGINEERS INC.
� PC POINT OF CURVATURE 1
Ir
J PCC POINT OF COMPOUND CURVE Name Date NOTICE AND DISCLAIMER
PRC POINT OF REVERSE CURVATURE
o 250 South Bhd Avenue, Suite 201 Boise ID 83709-0944 E PLANS AND/OR SPECIFICATIONS (DOCUMENTS) ARE THE PROPERTY OF J-U-B ENGINEERS, INC.
6 PT POINT OF TANGENCY eecwoo THE _
m Plans Are Accepted For Public
PVI POINT OF VERTICAL INTERSECT p 208 376 7330 f 208 323 9336 W WWW.jUb.COm NOTICE AND NDISCLAIMEIRG THE DOCUMENTS YOU AGREE TO BE BOUND BY THE TERMS AND CONDITIONS IN THIS FILE : 10 16 061_C 001
5 m JUB PROJ.#:10-16-060
Street Construction THE USE OF THE DOCUMENTS CREATES NO DUTY IN CONTRACT, TORT, EQUITY OR OTHERWISE OF J-U-B TO THE
DRAWN BY: GRB
TC TOP BACK OF CURB USER. THE USER SHALL NOT (1) DISSEMINATE THE DOCUMENTS, OR ANY PART THEREOF, TO OTHERS WITHOUT
m U By stamping and signing the improvement plans, the Registered THE WRITTEN CONSENT OF J-U-B, OR (II) USE THE DOCUMENTS, OR ANY PART THEREOF, FOR ANY USE OTHER DESIGN BY: GRB
LU TRC TOP BACK OF ROLLED CURB Engineer ensures the District that the plans conform to all District THE GATEWAY THAN AS DESIGNATED HEREIN FOR THE INTENDED PROJECT. THE DOCUMENTS ARE NOT INTENDED FOR USE IN CHECKED BY: WSW
: ° TVC TOP BACK OF VERTICAL CURB policies and standards. Variances or waivers must be specifically LANGDON ��� MAPPING CREATING DTM FOR GRADING OR EARTHWORK, SURVEY STAKING LAYOUT (UNLESS SPECIFICALLY IDENTIFIED AS ONE INCH
d d OTHER J - U - B COMPANIES .!�� SUCH IN THE DOCUMENTS), OR PROPERTY BOUNDARY LAYOUTS. AT FULL SIZE, IF NOT ONE
and previously approved by the District in writing. Acceptance of the
Q " KO+00 ALTERNATE STATIONING TO DELINEATE GROUP INC. J-U-B AND ITS AGENTS SHALL NOT BE LIABLE FOR ANY DAMAGES OR CLAIMS ARISING OUT OF THE INCH SCALE ACCORDINGLY
coW T A POINT AT WHICH A CUL—DE—SAC OR improvement plans by the District does not relieve the Registered UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS , OR ANY PART THEREOF, WHETHER SUCH DAMAGE OR CLAIM LAST UPDATED:4/ACCOR
27/2017
N KNUCKLE IS NO LONGER PARALLEL TO Engineer of these responsibilities. IS BASED IN CONTRACT, TORT OR OTHERWISE. THE USER HEREBY RELEASES AND SHALL DEFEND, INDEMNIFY AND
CENTERLINE STATIONING HOLD J-U-B AND ITS AGENTS HARMLESS FROM ANY DAMAGES OR CLAIMS ARISING OUT OF, OR RELATED IN ANY SHEET NUMBER:
WAY TO, THE USER'S UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS, OR ANY PART THEREOF.
�, BY ADA COUNTY HIGHWAY DISTRICT DATE IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT, THE ELECTRONIC DOCUMENTS ARE SUBJECT TO THE
° � C-001
v PROVISIONS OF J-U-B's "ELECTRONIC DOCUMENT/DATA LIMITED LICENSE"FOUND AT EDOCS.JUB.COM.
0
Y a
o cu
a �
GENERAL ROADWAY. CITY OF MERIDIAN PAVEMENT REPAIR FROM UTILITY WORK, ACHD ,
1 . ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE CURRENT T I I P RIGHT-OF-WAY IRIGHT-OF-WAY1 . ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE (FJ-U-B
EDITIONS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL 1 . ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGH OF WAY ARE REQUIRED TO SECURE A
CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY
SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE SUPPLEMENTAL SPECIFICATIONS OF THE ADA COUNTY HIGHWAY MANUAL. J-U-B ENGINEERS, INC.
DISTRICT (ACHD). NO EXCEPTIONS TO ACHD POLICY, STANDARDS, OR THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE
PREVIOUSLY APPROVED IN WRITING BY ACHD PIPE ZONE. 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE
STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. CC
2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE 3. MERIDIAN PUBLIC WORKS WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND PARKING LOT Z >
AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR - Q o
SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. SHALL REPLACE THE ENTIRE ROADWAY SURFACE. C/i -0 O Co M
co E
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS ROADWAY, ACHD 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN LU O C:) O o
THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL W N ~ c i N v DEPARTMENT ON SITE AT ALL TIMES. 1 . ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC THE C\1
ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE �'NE' Z U (D 00 °O
4. A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO START OF WORK. ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. - O �= N o
5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED CD (D � C) c\j
ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT. UNSUITABLE BY ACHD INSPECTOR DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL Z m x
2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE , -
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. FACTOR. LJ C/j LL
REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE m C:) O
3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND CONSTRUCTION BEGINS. LO m
6. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR N
AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER.
MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE PRESSURE IRRIGATION (CITY OF MERIDIAN
NO. 1 . 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET
GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND 1 . INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS WITH
7. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES LIDS. PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2-1/2) FEET AND IN AN AWWA C-900 SS�ONAL F
FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. PIPE SLEEVE WITH LOCATOR WIRE. THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS
5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET PRIOR TO BACKFILLING. a� f
8. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. 8
DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS SANITARY
RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE ( ��,
CONSTRUCTION PLANS. OWNER. SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY 9TF of \o�
FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18)
9. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION S�OTT WO 1'7
PRIOR TO CONSTRUCTION. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02
OF THE WASTEWATER RULES (IDAPA 58.01 .16).
10. SEE FINAL PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS. CERTAIN EASEMENTS ARE RECORDED BY SEPARATE DOCUMENT. 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB,
GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE
11 . THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN C Q
IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION,
LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR = z a
12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE OF ANY FIRE HYDRANT. PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA I � W
SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES 58.01 .16). ° w = a
AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO �
BE DETERMINED BY THE FIELD INSPECTOR. ° o o 00
4. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE METALLIC RED z_ =
13. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES IN COLOR, WITH THE WORDS DANGER -UNSAFE WATER OR NON-POTABLE WATER CLEARLY MARKED ALONG ITS �, � a o ~ us
OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. 11 . ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF cn z z z W
THE CURRENT EDITION OF ISPWC. LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE SURFACE AND EIGHTEEN (18) INCHES ABOVE z 2 o U U,
14. CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE REQUIREMENTS OF ITEM THE TOP OF THE PIPE. a o w Z o 0 z
#6 AT THE REQUEST OF THE AGENCY AND/OR THE OWNER'S ENGINEER. 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR o o a W g
5. LABEL ALL IRRIGATION RISERS AND FAUCETS WITH DURABLE TAGS CARRYING THE WARNING LL a m > z
PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) o a
DANGER-UNSAFE WATER OR NON-POTABLE WATER. w a � �_ ' � °
15. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL � w o W 0
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE/SHE AGREES TO BE FULLY A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801 , AND SECTIONS AS SHOWN ON ROADWAY 6. LABEL ALL VALVE BOXES AND VAULTS WITH DURABLE TAGS CARRYING THE WARNING DANGER-UNSAFE w z o
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY LOCATE AND DETAIL SHEET. � a o Uj
/ WATER OR NON-POTABLE WATER. THE VALVES AND BOXES ARE TO BE LOCATED A MINIMUM OF TEN (10) FEET o = W � � w
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. B. STANDARD 6 VERTICAL CURB (NO GUTTER), ISPWC SD-701A. z o a
OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, PRIVATE ROADWAYS AND TRAVELWAYS. a Cn oo � N
C. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. �z ' �o
16. WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING D. 4.0 CONCRETE VALLEY GUTTER ACHD SUPPLEMENT TO ISPWC SD-708.
7. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER z a o a =
E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. _ U) } T_ a
TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. WORK F. PEDESTRIAN RAMPS ISPWC SD-712A AND SD-712H. SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT � a � o z
DONE WITHOUT SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. o z w J
G. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. w a_
AN ACCEPTABLE MANNER. co Ir o
H. STANDARD CATCH MANHOLE, ISPWC SD-61 1 . 8. THE PUBLIC WORKS DEPARTMENT SHALL INSPECT ALL PRESSURIZED IRRIGATION UNLESS A PROPERLY = W � 3 °
17. ALL UTILITY TRENCH BACKFILL SHALL OBTAIN A MINIMUM RELATIVE COMPACTION OF 95% PER ISPWC/ACHD POLICY. EXECUTED AGREEMENT FOR INSPECTION AND MAINTENANCE IS IN EFFECT WITH THE APPLICABLE IRRIGATION z
13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE
SEWER RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO DISTRICT. FORTY-EIGHT (48) HOURS ADVANCE NOTICE IS REQUIRED.
1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01 .16 AS PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS
WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS).
14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO
AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE
CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR
58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND
CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL SPECIFICATIONS. CONTRACTOR SHALL CONTACT EAGLE SEWER DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING
BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS CONCRETE COLLARS.
WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. _
SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE 16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA
WASTEWATER RULES (IDAPA 58.01 .16). STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLERANCES" _
0
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A ALLOWED. z Q STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). W
- LU
Lij
5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO z W
NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241 , SDR 21 , INCLUDING SERVICE LINES AND FITTINGS. STORM DRAIN, ACHD Q Q LU
6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES 1 . THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, Plans Are Accepted For Public 0
HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF THELjL
o SEWER. SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE Street Construction L U W z
TIME THE PAVEMENT AND CONCRETE IS REMOVED.
o By stamping and signing the improvement plans, the Registered > CC
7. ALL CCTV INSPECTIONS SHALL BE COMPLETED BY THIRD PARTY TESTING FIRM. Engineer ensures the District that the plans conform to all District J G
9 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601 , PART 2, SECTION 2.2, UNLESS policies and standards. Variances or waivers must be specifically
OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. Cf)
and previously approved by the District in writing. Acceptance of the
1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING improvement plans by the District does not relieve the Registered
T WATER SYSTEMS (IDAPA 58.01 .08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART Engineer of these responsibilities.
7 NOTE N0. 1 . 3, SECTION 3.4.
w
Uj
2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, 4. ALL CATCH BASINS SHALL HAVE AONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. BY DATE
AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND ADA COUNTY HIGHWAY DISTRICT5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD
NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE SUPPLEMENT TO ISPWC STANDARD DRAWING NO. SD-601 TYPE 1 , SD-609 TYPE 1 OR STANDARD DRAWING NO.
Q CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA SD-604A TYPE IV, SD-609 TYPE I.
58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16).
Ir
3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER •
LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 12.
co A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS
N oWITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-61 1 . FILE : 10 16 061_C 002
T SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) AND SECTION 430.02 OF THE JUB PROJ.#:10-16-061
m WASTEWATER RULES (IDAPA 58.01 .16). 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH DRAWN BY: GRB
COU) LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING NO. SD-301 . KnpWsOW. DESIGN BY: GRB
w 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER ^^ww
/All bef01"e you dig. CHECKED BY: WSW
_o o TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE PIPE MATERIAL USED FOR SLEEVING MUST BE IMPERVIOUS TO 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE ONE INCH
a 97 CONTAMINATION FROM PETROLEUM PRODUCTS AND MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY INSTALLED WATER TIGHT.
Li: AT FULL SE, F NOT ONE
a (IDEA). NCH SCALE AI CCO DIINGLY
CALL 2 BUSINESS DAYS IN
4? T LAST UPDATED:4/27/2017
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. ADVANCE BEFORE YOU DIG,
SHEET NUMBER:
AFFECTED BY CONSTRUCTION. GRADE, OR EXCAVATE FOR THE
MARKING OF UNDERGROUND o 6. ALL WATER WORKS COMPONENTS SHALL BE ANSI/NSF 61 CERTIFIED, AND MUST MEET ALL AWWA AND STANDARD REQUIREMENTS C-002
s OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08). MEMBER UTILITIES
a o
CJU-BB
i
- c c =_ �- -- -- - - - - - , r_r - - 3 - - - - - d�- - - dd - - — - - d� - - dE - - - d� J-U-BENGINEERS, INC.
, - - �; w- - w -�W - w- - - - - W- - - w - - W- - W - - W - W- - - w - - W-
��-__ -
- - - - - - - - - - - E. VICTORY ROAD - -
- - - -- - - - - - - - --
- — — — SS — — SS - - ss — —— Ss— —— ss— — — SS —ss —— —— — SS — — sS SS — — — SS — SS SS — — — SS _— — SS SS �S
� i > Zt
_ _ - - - EP - - - - - - - - P - - - � — EP - - - - EF- - - - - EP — - - - - - - - EP
- �- - - - �P - - - - - -_ - - - EP - - - - - E - - - - - - - - - - E� ; E Q �
�� M M
_ — _ _ _ — — -
-d - - d — - -d - - —� —d — d - - —d — d - - d — - -d — d —d - -d —� — dX — — — - - - - - - - - - - — - - - - — r
H I� co
c
LU r- rn O
N co M N -6
- - - - - 3 Z U^, N ao 00 � �
----IRR-----IRR— —IRR IRR-----IRR-----IRR-----IRR-----IRR-----IRR—————IRR I I W }, 0 .�
° EXISTING 4" PRESSURE IRRIGATION ----- PIffR\ Ili 30 60 (I� N Q N O
-- - PIRR- - PIRR 'RP - - PIRR - PIRR - PRR PIP- - PIRR PIRR PIRR-- - PIRR -- PIRR- PIRR PIR - PIRR -- PIRR PIRR PIRR - IRR
zmCn — cx �
o cz
L U7 ALL
SCALE IN FEET m
1 � O O
P4 P4 P4 N m
I P4 P4 i P1 iI � �
II
I
I I P1 � i1
PRESSURE IRRIGATION NOTES �pNAL
Block 1 Block 1 ��Ss F
1 1 , 1i P1 CONNECT TO EXISTING 4" PRESSURE IRRIGATION LINE.
4 r Rf
P4 a 3I CONTRACTOR TO FIELD VERIFY LOCATION AND SIZE a
ix P2 TYPE A RISER IRRIGATION SERVICE PER NMID
I 5 10 12 31 P3 4" END CAP WITH THRUST BLOCKING lysTF of \o�
w I I P4 EXISTING TYPE A RISER IRRIGATION SERVICE OOTT WO 1"7
I 3 l P5 4"X4" TEE WITH THRUST BLOCKING
1 1 Ps 45° ELBOW WITH THRUST BLOCKING
2.7 LF 4" PIRR w
P7 4" GATE VALVE W o
EL o w Z Of
a I w H X
P1 Q�� J �Y X QLnow
w
/ i.l. NAMPA MERIDIAN IRRIGATION DISTRICT NOTES: (NMID) � U w >_
P4 S � ►t O0o � °°
N N I3 1. INSTALL ALL CROSSINGS OF THE PUBLIC RIGHTS-OF-WAY, PRIVATE ROADWAYS AND z n o
P6 TRAVELWAYS WITH PRESSURE IRRIGATION AT A MAXIMUM DEPTH OF TWO-AND ONE-HALF (2 1/2) J o ~ ui
FEET AND IN AN AWWA C-900 PIPE SLEEVE WITH NO. 12 DIRECT BURIAL LOCATOR WIRE. ' z Z U,,P7 I i THE PUBLIC WORKS DEPARTMENT AND ACHD SHALL INSPECT ALL CROSSINGS PRIOR TO z o U U z
BACKFILLING. Q z ZU
2. ALL PIPE SHALL BE PVC CLASS 200 SDR 21 OR BETTER. o Z p a w
I � LLQa' - gym > Z
OcOdNw � W O
2 13 3. PRESSURE TEST THE IRRIGATION SYSTEM TO ONE HUNDRED-FIFTY (150) POUNDS PER n w o j � L
s 6 P2 P2 9 I SQUARE INCH (PSI) WITH ALLOWABLE LOSS IN ACCORDANCE WITH SECTION 3.1 (C) OF THE w - w ° o
P2 STANDARD SPECIFICATIONS. = w z z U
� 2ZQD Cn
EL 4. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES zz � m o N o
OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY Q cn � w E
FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN z z ' � p
�
N i i 1 EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN LU ¢ ap a
3 } ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER U) >- a a
EED SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA o z� W w
Hui LU
1 t � a 58.01.16). El_
I � g zwcc = a O
s 3 5. INSTALL FINDER TAPE WITH ALL IRRIGATION MAINS. TAPE SHALL BE TWO (2) INCHES WIDE, ~ = a Z
METALLIC RED IN COLOR WITH THE WORDS DANGER-UNSAFE WATER OR NON-POTABLE WATER
o 0 it N CLEARLY MARKED ALONG ITS LENGTH. PLACE THE TAPE BETWEEN SIX (6) INCHES BELOW THE
Q °J Z I SURFACE AND EIGHTEEN (18) INCHES ABOVE THE TO OF THE PIPE.
w a
C U > P2 o 6. FINDER WIRE. NO. 12 DIRECT BURIAL SINGLE STAND COPPER WIRE (TYPE THHN OF THWN)
(/7 SHALL BE LAID ADJACENT TO ALL PRESSURE IRRIGATION MAINS AND SERVICE LINES. THE WIRE
1 i vi 7 P2 P2 8 1 14 1 I i o SHALL BE PLACED ALONG THE NORTH AND EAST OF THE MAIN AND SERVICE LINES. THE
FINDER WIRE SHALL ALSO BE EXTENDED UP THE VALVE BOXES. ALL WIRE JOINTS SHALL BE
P2 � CONNECTED WITH A KING "ONE STEP"30 V TWIST ON WATER TIGHT WIRE NUT ENCLOSURE OR
q P3 PRIOR APPROVED EQUAL.
P3 P3
o 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NMID STANDARDS AND SPECIFICATIONS.
TOB \ \\ 1i1 8. NMID WILL OWN AND MAINTAIN THIS SYSTEM. CONTRACTOR SHALL CALL TED CLINTON
TO 466-0663, AT THE NMID SHOP 24 HOURS PRIOR TO ANY CONSTRUCTION OF THE PRESSURE
IRRIGATION SYSTEM.
1 so 1 I 1 l T z
i a
0— w— w-----w---_—w-----w-----w-----w -- —w-----1W ---w-----w-----w-----w-----w-----w— ---w-----w-----w-----wIr
— — \\ — — — — — — — — — — — — — — O + z
E. SPRINGLOYD STREET _ _
-- /—SS-----SS-- --SS-----SS---- SS-----SS-----SS ----SS-----SS SS S -----SS-----SS-----SS-----SS-- --\ -----SS —�--SS-----SS-----SS-----SS---- SS---- -
-S — --- 5-----SS --Ss--- —SS— —SS-----SS-- —SS-----SS— —SS-----SS--
\ — Q
sa L z
Q Q �_
—
as-----as—————ae—————(Is——— —(1 -----as—----as---- O O
L — — — — — — — — — — — —
LI J
o SILVERWATER L W C/)
SUBDIVISION J U)
NO. 3 LLl
U
U)
o JJ
0
LU
w
w
_
0
Q
U
Ln
Ir
w
H
Q
w
> •J_
MISCELLANEOUS NOTES
o `� FILE : 10-16-061 C-101
m o -
m 1 . SEE WATER AND SEWER PLAN FOR WATER AND SEWER DESIGN JUB PROJ.#:10 16 061
> >
DRAWN BY: GRB
CO KrK w wI'mrs below.
DESIGN Lu CHECKED Y: WSW
,6Call before you dig.
E: a
ONE INCH
AT FULL SIZE, IF NOT ONE
CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY
o
� r
ADVANCE BEFORE YOU DIG, 4i27i2o17
o SHEET NUMBER:
GRADE, OR EXCAVATE FOR THE
o MARKING OF UNDERGROUND C- 1
MEMBER UTILITIES01
a o
(rJ-U-B -1
J-U-B ENGINEERS, INC.
U
-- E. VICTORY ROAD - - - - r U '
- - - - - I - - z ; Nt
_ - - - - EP - - - �� _ �P - - EP - - - - E� - - - - EP — — �� - - EP - - -- - €P - = EP — — � _ - - EP — — EP - - = P — — — EP - -- EP — _�\_ — = EP —
_ Q d7 o
CM CM
— —
H 0) r- Co E
d - - -d — -d - _ �� - - - - �< - - -
- - - - - - - - - - x — — —x — — - - - `x - - - - - I< -Ja W UpO (0
- - - - - - - - - - --- ---- - - - - } W N j C? N -6
Z CO
U N
0 30 60 (D N � 0 o
z m C/) c x
W Uj LL
SCALE IN FEET m O
N m
i
SS110NAL F
Block 1 Block 1
4
KEYED NOTES g
5 10 12 INSTALL STREET DESIGNATION SIGN 9r oP�o
OF
EXISTING STREET LIGHT �scF 3
ITT WO 1
3
I
C
w
U) Q
owzW o
oWQ �
OWD =
W Q
d U H
OU U U U m
z '0 = c
� H
� zzZ ?' w
z_ O U U W
�
p w (� Lu —Z Z
Q z C9
Q � z O
LL < fr > Z
ow00— � w O
6 9
13 nw0UjF LL
�
2 W
U � 'zWoo -
Wwzz } �
Q
- � w - z
�o o = w � 0 w
z 0? 0N
Cf) =)
O
wZWQ �
2 < 00-
Q UQ � Oz
Ld I pZ W J �
LEI 0 U fr 0 0
g = wcc = �
= O
a a a � � z
0
L-i vi
z
Q >
U
1 6 7 8 cn 14 o
i
I , Z
- o J
W
_ _ _ _ _ _ _ _ p = a
� - - - - - - - - - - - - - - - - E. SPRINGLOYD STREET - C��fERJDIAN* APPROVED FOR Z Q z
I IDAHO
CONSTRUCTION �_ U)
These plans and/or specifications have been reviewed for w Z
Z
o compliance with Meridian City Standards and Specifications. Q Q
2 2 This review does not relieve the owner, engineer, of contractor
_ _ _ _ _ — _ _ of the responsibility to design and/or construct those facilities in 0 _
compliance with all current applicable federal, state and local CE
0 SILVERWATER laws, rules, regulations, ordinances, development agreements, w w J
specifications, orders of approvals, all of which the City retains
SUBDIVISION p pp y
N0. 3 o the right to enforce. Inconsistencies not noted by City staff shall J 2W
Inot be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be W LU
submitted for review and compliance with the Meridian City
Standards and Specifications before said revision is constructed. Cn
Uj
W
W
n Name Date
0
Q
U
Ln
Ir
W
H
Q
W
W
> •J_
L
U �
o 0
o `� FILE : 10-16-061 C-102
m o
JUB PROJ.#:10-16-061
coDRAWN BY: GRB
CO KrK w wI'mrs below.
DESIGN LU CHECKED Y: WSW
s Call before you dig.
ONE INCH
AT FULL SIZE, IF NOT ONE
N CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY
LAST UPDATED:
ADVANCE BEFORE YOU DIG, 4i27i2o17
o SHEET NUMBER:
GRADE, OR EXCAVATE FOR THE
o MARKING OF UNDERGROUND C- 1
MEMBER UTILITIES02
ao
- - _ - ---_-_-- - - - ---_-��
- - - - - - - - - - - - - - - - - - - - - -
- - - - - - --- - - - - - - - - -
- - - - - - - - - - - - - - - - - _ _ _ _ _- - - - -
�
S \ - C _ - dd - - - � - - dd � V'B CJ
J - - , INC.G d3 -
d3 _ _ d -
- - -
W - V�- - - �W- - W - - W� �- W� - - W - - W- - W - - W - - W- - - W - - W- - W - - W - - W- - - - W - - W= - _W = �- - W - - W_
- W
W - -
- - - - - - � / / - I - - - - - - - - - - - - - - - - .�/16T�F�YOAD - - - - - - - - - - - - - - - E_� - �- z N
_/ - / �� i I - - - - - -
- - SS - - VS - - SS - - JS`S - � - - SSA - - SS - - - SS - - SS - - SS _ SS- - - -SS - �P - - 0 - - EP -SS - - - E -SS - - - SS_ - SS - -_; SS - - - EPS= Q
-� - - � EP -�� - - - - P - - � - EP - - - - -� - - - - EP - - - - - - - - - - EP - - _ co
H 0 CO 07
D - _
r- Cy) E
� � d - -d - - d - - -d - d - d �_�� - -d - - d - - - - ��-�X - - - - - - - r O�
X - X W r" O
XT / /� ` - � \ - x - - - x� - - - - - - - - - - - - - - - - - - - x _ _ _ _ - - - o o ® I _ ® I W o c'r) CC) �, �
Z � 00 Nod
` - - - - - _ - - - - - - -2651- - - - - - - - -- - -- - -- _- (n -
/ F'\ PIRR----- PIRR--- - PIRR-- -PtRR- WRR----f4R-R--`�tRR= -_7RR--- - PIRR----- PIRR-- - PIRR--- - PI'el ---- PIRR- --- PIRR----- PIRR ---- PIRR---- PIR --- - PIRR-- -- PIRR- -- `, .
/ �� 46.84 \/51.66 - - - - - - - - - - - - - - - - - ( ) - - 26522652 51.75 - - - - - - 51.77IV- - - - - - - - - - -- - - - - - - (51 .75) - - - - -- - (5006) W N = IL( ) �7 ( ) - - - - - - - 2651- - - - ( )- - - (- - - - - -
- - - - - 51.56 - - - - - - -
�- -- -- -_ -- -- -- - - -- -- -- - -- - -� SCALE IN FEET m cn
I / ___ _-_ --_-- -- -- -- -- -- _-=- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ -
- - - - - - - - -
/ �� / / j`� � \ - - - - - - - - - - - - - - - - - - - - - - - - -2648- - - - - - - - - - - - - - - - - - - m
N
V MATCH EXISTING
I /
NOTES TO CONTRACTOR
-2 I I
647\ oll I I Ill I\� / 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE S'O\ NAL
Block 1 F
I / I J/ Block
1 ACTUAL ELEVATION.
N I III / �O��c.S G r R�
4 - -/ 7,b I I I I II II LEGEND 4
.
/ PAD:49Of PAD:48.8t -� II II III I i MINOR - EXISTING CONTOURS �n 8 o
MAJOR
MINOR PROPOSED CONTOURS ly OF
IQ � IIII � II MAJOR S�0TT W13 I'7
2649
10 12 / i � I, � I PAD LINE
3 I II >1 XX.XX FG ELEVATION
/ I PAD:48.8f �I
PAD:/ I 49.Ot PAD:48.8PAD:49.Of - - I I II (XX.XX) EG ELEVATION w
48.82 � 48.61 48.61 �°�� I / I Cn a
(47.03), - �1 ` /'� 50�34 II o � z X
48.82 )
-'l i i Q �, ow Uj
LL
,(47.00) �� 1 48.83 7 I I ° Ld D a
�
� 11 � R � m
6.00' 5.00 70' MIN. VARIES 0 j2 o o
� � � II I �_ sw 2.50 �
A Zzz � W(47.12) 48.28 - oC6
48.49 48.28 FLAT z O z48.49
- - - �
QowzOZ O
1 IIJ B q W
o 9 5 G a I \ \ I U)
mw
013 A: 2% MINIMUM, 4:1 MAXIMUM oUoaUi_ow � O
WB: 0% MINIMUM, 4:1 MAXIMUM o W2 6 9 PAD'48.4t -
0
PAD:48.6f PAD:48.4f I I o = w ��-, Z z
\ ` ' TYPICAL LOT GRADING o W T ° w
1 SCALE:NTS z ? o
I
I /
_ ' O
_ -2648
w zl� Q =
I (48.32) �\ I 2 Q O a
- - -
I�-- - - - - - - ul
\ I
= a
o0 - Uj
47.67 : w47.88 47.88 I - - - 2646- - - - - - 47.62 47.67 a(48.30) �2645- U � W
-2644- - - - EARTHWORKg
W - -2643- - - - - - - �
g - 2642- - - - - - - - � CUT: 899 C.Y. _
�
I I 1 I a I I I I I I I I I I I t I i / FILL: 4,200 C.Y.
/ I I EXISTING STORM POND
I I
Q I I I I I I e I r'� I PAD.47.8t I / NET: 3,301 C.Y. IMPORT
I PAD:48.Of I J11
1 j l j 1 1 `� 7 I i I I P$'D:47.8t 1 �� I 14 \` A I �/ o
I U 11 1 I 18� I NOTE:
EARTHWORK QUANTITIES ARE BASED ON NEAT
, I I / I LINE CUT/FILL VOLUMES AND INCLUDE A 15%
J/ (46.79) - (46.83) I MATERIAL SHRINKAGE FACTOR.
I ROADWAY EXCAVATION CALCULATED TO SUBGRADE.
- i I - - - - - - - - - - - - (46.22) - - -2F>47 - - - -2647- - _ , - - - - - - - - - - - - - _ (47.67)
47.19 (46.77)
- - - - - - - - - - - - (46.4 ) / (46.86) (47.49)
( )
i
:�_-_(47.80) _
E. SPRINGLOYD STREET 26 _ _ _ _ _ _
- _ _ _ _ _ _ _ _ O
_ ZQ
- - - - - Plans Are Accepted For Public
- - - - - � �e � ' LU -
Street Construction Z z
as-_---as-----as-----as-----a -----as-----as---- o o ~ By stamping and signing the improvement plans, the Registered - p
I I- - - - - - - - - - - - - - - - - - - - / Engineer ensures the District that the plans conform to all District Q Q
/ - - - - - __
L - - - - - - - - - - - oo -- policies and standards. Variances or waivers must be specifically 01:
/ o �� - - - - - - - - 5 I and previously approved by the District in writing. Acceptance of the
� - SILVERWATER Improvement plans by the District does not relieve the Registered W W
SUBDIVISION o Engineer of these responsibilities. J
0
NO. 3 I o _
U �I
of l I BY DATE
�� / ADA COUNTY HIGHWAY DISTRICT
0
LU
w
w
0
Q
U
an
fr
u1
H
Q
u1
> •J_
U)
L •U co
5O 0 o
CD
NOTES TO CONTRACTOR FILE : 10 16 061_C 201
JUB PROJ.#:10-16-061
m 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: GRB
ELEVATION.
CO Know wws below. DESIGN BY: GRB
U 2. SEWER LENGTHS ARE HORIZONTALLY (21)) MEASURED FROM INSIDE FACE
°' LU TO INSIDE FACE OF STRUCTURES. Call before you dig. CHECKED BY: WSW
a � 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH
97 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE
COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY
4 r RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, LAST UPDATED:4/27/2017
o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. ADVANCE BEFORE YOU DIG,
T °� SHEET NUMBER:
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY GRADE, OR EXCAVATE FOR THE
ENGINEER OF ANY DISCREPANCY.
KING OF UNDERGROUND
5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY MAR MEMBER UTILITIES
C-201
o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING
6 2m FROM THE ENGINEER.
M 01
P,RR__- I� � I / I
rJ-U-B
-PIRR_ - \
� \ o
A I
\26Q8\ \\ 5 J-U-B ENGINEERS, INC.
2 �� \- -iRRt- -IiRR- iR
9 U (3)
I
10 z >
3
/ I 8 Q o � �
I
0
Cn -0
rn � ME
LU OOO Arno
z '0Z� � o +
\ / W w U 0 Y
o W � N co cy?
\ I + M W op + / A + m W m °O Y Z U 0 00
OY I� � � �� 1 I I � � O0 OY 1 >�
m C X >
\ I 3 + I 0.85% I �I� M CL ± W (� O 0 LCz
0.85%
\I / 5 3 m 0-
O O
01 N m
�Q� 3
i 4 A�, �, � Rj �,
CIS Block 1 ' 1 - sR
. - �� --�--- �� o b �S
55 4 - _o o _ I� _ _� - TRC HP 4 _ _ _ _ -o o _ TRC Block 1
/ 5 I I 48.86 5 G G M -�- I 48.66 HP 1 1 SS�pNAL F
K4
I_:40
ROADWAY NOTES
J- -_-3 _'� - - - 0.85% 2 3 0.85% 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT
LLIC7 TO ISPWC SD-702 CUTT W3 1°7
/ ® 1 I ( I�� o �D I I I \\ \ / o D 02 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO
I o I CD 1 1 / --.% 0 ISPWC SD-709
0I � \ O mN
I� O REMOVE EXISTING TERMINUS BARRICADE
-1 0 I- W
I + o ! ± N o 4 SAWCUT PAVEMENT 2' INSIDE EXISTING EDGE PER U) a
II V, II III / � Y O ( ) LU
I \ � i ACHD ROADWAY NOTE 5 ON SHEET C-002, ALSO PER o w z
III + LL- / + �b W =
w N \ N ACHD SUPPLEMENT TO ISPWC SD-303. MATCH EXISTING o x
I III III Y 5 �� /�' \ Y �� 12 Q � wW
7 a / 1 -� W
-� 14 ® MATCH EXISTING CURB AND SIDEWALK 0 L w Q
II I III /I \ > m � m
� -
N 6 13 UO � ° °
C
;1p -z" zO0 5w
U, Z7 z� oQ0Z O
LL oQo = gym
I I � �� - - - - - / i I �I II �' 000- :? O
.1
HORZ 0 30 60 11 Cn Uo ' W ° 0
0
� = w � zz U
kw E. CEASAR PLACE E. VENETO PLACE o W � w
Q o
¢ � � ° �
PUBLIC ROADWAY VERT 0 5 �Q PUBLIC ROADWAY �z ' �O
SCALE IN FEET � Q ° a
0 < 0 z
coIr00I a- LOZ
2660 2660 2660 2660
LO
r N LO
LO 00 CD
V)H r
O + �DZ LO 00=)_Z
�UZ NQ(L
t0 Ii10U20 ± AQD�Z
+2655 2655 O�F- O
2655N - 2655 + (fix LU w W V
N
Q
J
FINISH GRADE
® � OF ROAD FINISH GRADE LLI
® q OF ROAD = J O
2650 2650 2650 2650 O IL LLI
- O
1.40%
--- ------ ----1.40% -- -- ------ O Q 0- LU
0 LLI
2645- Z
EXISTING GROUND 2645 2645 2645
LUQ0
® q OF ROAD EXISTING
0 GROUNDROAD z z Z
Plans Are Accepted For Public Q w
Street Construction 0- (-)
�
0 LLI2640 2640 2640 2640 By stamping and signing the improvement plans, the Registered LU w Q
-j
o Engineer ensures the District that the plans conform to all District CC LLI
policies and standards. Variances or waivers must be specifically J G CE
1? o o 00 ° 00 r and previously approved b the District in writing. Acceptance of the - Q
v � OR min 00N P Y PP Y 9 P
� � � co � `- � o6 improvement plans by the District does not relieve the Registered
C N N N N I N N N co co (O co co CD f0 LU
2635 2635 N N N N N N N Engineer of these responsibilities. Q
w 9+50 10+00 10+50 11+00 11+50 11+92 2639+50 10+00 10+50 11+00 11+50 11+94635 U
BY DATE
LU
ADA COUNTY HIGHWAY DISTRICT LLJ
F'L 43.00' F'L
Ir 21.50' 21.50'
W
5.00' 16.50' 16.50' 5.00'
�? ' 1.00'w 1.00' 00 S.o 'CURVE TABLE SW 1.00' 1.00' SW •
o CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH 2% 2� • •
NOTES TO CONTRACTOR
co 6 C1 23.40' 25.00' 12.64' 53°38'24" N27°05'33"W 22.56' - FILE : 10-16-061_C-301
co 5' CONCRETE JUB PROJ.#:10 16 061
1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: GRB
C2 225.63 45.00 33.13 287°16 48 N89°43 39 E 53.36 3' ROLLED CURB SIDEWALK PER ACHD
U) ELEVATION. 2.5 ASPHALT
CO AND GUTTER PER SUPPLEMENT TO m*org below. DESIGN BY: GRB
-a 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE C3 23.40' 25.00' 12.64' S3°38'24" S26°32'51 "W 22.56' ACHD SUPPLEMENT 4" OF 3/4" CRUSHED GRAVEL ISPWC SD-709 ^w CHECKED BY: WSW
0 o TO INSIDE FACE OF STRUCTURES. TO ISPWC SD-702 , TYP. BOTH SIDES C' II before you dig.
� 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. TYP. BOTH SIDES 14' OF PIT RUNONE INCH
a � 4" 0 F 3/4"
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO C4 23.40 25.00 12.64 53°38 24 N27°05 33 W 22.56 NOTE: CRUSHE AT FULL SIZE, IF NOT ONE
a COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED GRAVEL TYP. CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY
r RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, C5 225.63' 45.00' 33.13' 287°16'48" N89°43'39"E 53.36' BY SITE CONSULTING, L.L.C. ON JANUARY 4, 2015 AND PER LAST UPDATED:4/27/2017
ON INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. I I I ACHD REQUIREMENTS. ADVANCE BEFORE YOU DIG,
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS SHEET NUMBER:
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY C6 23.40' 25.00' 12.64' 53°38'24" S26°32'51 "W 22.56' TYPICAL 43' STREET SECTION GRADE, OR EXCAVATE FOR THE
ENGINEER ANY DISCREPANCY. A SCALE:N.T.S. MARKING OF UNDERGROUND C-301
5. THIS DRAA WING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY MEMBER UTILITIES
o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING
6 FROM THE ENGINEER.
a o
r ■ ■
o
� I
5 - J-U-B ENGINEERS, INC.
I I �
�� - -iRR fi- --1iRR- R v
9 .
I z
N �
3 8 W3 - Q o
STA: 11+43 STA: 1 1+43 10 Cn � o M �
1 C) � � M E
N
LEN: 57' S2 I LEN: 57' S2 LU U T C) O
INV: 42.5 STA: 11+84.37 INV: 42.3 STA: 11+83.77 2� C) ti cYi U
W3 LEN: 47' S2 LEN: 46' S2 W N co c0 N -6
INV: 42.9 INV: 42.7 z V (3) CO 0 aj .�
O
STA: 10+67 STA: 10+69 (D N =3 C) Qj N
LEN. 31' S2 LEN: 31' S2
z m c x
I INV: 41.8 yy4 , INV: 41.6 W4 Lj 0 z
U7 LL
L m C:) O
D N m
W6 El W6 i i W6 C� L6 W6
EXIST. SSMH 4 =EXIST. SSCO I2 s3 N SSMH 2 S1 Block 1 EXIST. SSMH 3 I EXIST. SSCO 1 s3 y SSMH 1 S1
a,-- SS SS ss y Block 1
0�- --5' I STA: 11+83.77
- - - - W2 STA: 11+84.37 4 - - - - $S - W2 LEN: 39' S2 1 1
-M- W25.9 LF 8" W w w LEN: 38' S2 INV: 42.80 SS�ONAL F
W7 INV: 43.0 , M--- 128.2 LF 8" W M �� G r R
r a� f
W6 W5 W3 WIS W5 8
a
® I Sol W6 W6
10.0 LF 6" W W7 W3
w '°.° LF 6" W W3 SEWER KEYED NOTES °F
STA: 10+64 .SCOTT W0 1"7
V j I W4 I �il LEN: 40' S2
® w 1 s1 48"0 SEWER MANHOLE PER ISPWC SD-501
p 1 INV: 41.6
"p STA: 11+84.37 N SEWER SERVICE CONNECTION MARK PER COM SD-SW3
� W1 LEN: 55' S2 I p VV1 STA: 11+83.77 S2
Z EXISTING STORM POND STA: 11+38 INV: 42.9 LEN: 57' S2
o LEN: 65' g2 O STA: 11+38 INV: 42.7 S3 REMOVE EXISTING CLEANOUT AND CONNECT TO EXISTING
�� INV: 42.5 01 LEN: 65 S2 SEWER MAIN. CONTRACTOR TO VERIFY LOCATION AND U) a
(n K� INV: 42.3 ELEVATION PRIOR TO START OF CONSTRUCTION. NOTIFY o z W o
30.0 LF 8V " W I-
�,� I ENGINEER OF ANY DISCREPANCIES o w
7 (a 1 30.0 LF 8" W � - U) w
5 w 14 WATER KEYED NOTES w Q
I > m � >
6 13 0 � 0 �
1 2 w1 FIRE HYDRANT ASSEMBLY PER COM SD-W7 z o
� zQo � �
l O W2 90' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 z o uzi U w
U J w ) EWE
W3 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 o 2 Q o z o
„ LLQ � = gym > z
0 � 0 maw cn
W4 3/4 SINGLE SERVICE CONNECTION PER COM SD-W3 0 a vi w � w p
1
� o0Wo �
HORZ � °
W5 8"x6" REDUCER � w w Z Z z v
kW SEWER LINE A SEWER LINE 6 26 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER o w T w
Z inO Q
E. CEASAR PLACE VERT 0 5 10 E. VENETO PLACE NOTE 3 ON SHEET C-002 __ i w 0
W7 REMOVE BLOW-OFF AND CONNECT TO EXISTING 8" WATER w Z LL Q o
SCALE IN FEET LINE. CONTRACTOR TO FIELD VERIFY LOCATION AND SIZE � a 0 T_ a
� 0z
w d LLI J H
cnIr00 _
S !Y
2 a-
2655 2655
2655 2655
FINISH GRADE FINISH GRADE
® q OF ROAD 2650 ® (� OF ROAD 2650 W
2650 2650 J
IL
O
---
-----
EXISTING D7 = �
EXISTING GROUND 2645 ® OF ROAD 2645
2645 ® CE OF ROAD 2645 EXISTING m
EXISTING 8" WATER O = zz 0
8" WATER C��fEPIDIANt-_ APPROVED FOR z Q z Q
8" WATER 8" WATER ' i Q A H o
CONSTRUCTION w 0- w
2640 2 35% 2640
2640 136.3 LF 8" ® 1'74% 2640 13g g LF 8' ® These plans and/or specifications have been reviewed for z
SSMH 1 compliance with Meridian City Standards and Specifications. Q Q W J
48 2 LFF 8" ® 1.74% SSMH 2 35% This review does not relieve the owner, engineer, of contractor
STA: 11+84.37, 5.00' L 49 O LF 8 ® 2' STA: 11+83.IM: 5.51' L of the responsibility to design and/or construct those facilities in
RIM: 2648.61 RIM: 2648.39 p Y g
4" IN: 2641.12 (E) compliance with all current applicable federal, state and local W W
EXIST. SSCO 2 4" IN: 2641.31 (E) EXIST. SSCO 1 �� � (n
4 IN: 2641.12 (W) laws, rules, regulations, ordinances, development agreements, LU 0 STA: 10+45.34, 4.78' L 4 IN: 2641.31 (N) 2635 STA: 10+45.50, 4.74 L 4" IN: 2641.12 (N) 2635 specifications, orders of approvals, all of which the City retains w 0 W
2635 EXIST. SSMH 4 RIM: 2647.10 4" IN: 2641.31 (W) 2635 EXIST. SSMH 3 RIM: 2646.88
STA: 9+94.37, 4.70' L 8" IN: 2638.60 (N) 8" OUT: 2640.98 (S) 8" OUT: 2640.79 (S) the right to enforce. Inconsistencies not noted by City staff shall z U)
STA: 9+93.77, 4.45' L 8" IN: 2637.61 (N) 9 J
RIM: 2646.87 8" OUT: 2638.60 (S) RIM: 2646.45 8" OUT: 2637.61 (S) not be construed as approved unless specifically addressed in - Q
U 8' IN: 2637.76 (N) 8" IN: 2636.46 (N) writing by the City. Any proposed revision to these plans must be U
o submitted for review and compliance with the Meridian City W
0 2630 2630 Standards and Specifications before said revision is constructed. Q
2630 2630 9+50 10+00 10+50 11+00 11+50 11+94
w 9+50 10+00 10+50 11+00 11+50 11+92
Name Date
0
Q
U
Ln
Ir
w
H
Q
w
> •J_
.0 •U co
5; •
NOTES TO CONTRACTOR FILE : 10 16 061_C 401
m JUB PROJ.#:10-16-061
m 91. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL NOTE:
DRAWN BY: GRB
CO T U) ELEVATION. SEE CITY OF MERIDIAN (COM) 2013 EDITION, PUBLIC WORKS DEPARTMENT Knowwhars below. DESIGN BY: GRB
w 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE STANDARD SPECIFICATIONS AND DRAWINGS AND IDAHO STANDARDS FOR �+� CHECKED BY: WSW
° ) TO INSIDE FACE OF STRUCTURES. ll before you dig.
a � 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. PUBLIC WORKS CONSTRUCTION (ISPWC) FOR REQUIRED FITTINGS AND ONE INCH
97 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO MATERIALS OF NOTED FIXTURES. AT FULL SIZE, IF NOT ONE
a COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY
r RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, LAST UPDATED:4/27/2017
o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. ADVANCE BEFORE YOU DIG,
SHEET NUMBER:
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY GRADE, OR EXCAVATE FOR THE
ENGINEER ANY DISCREPANCY. MARKING OF UNDERGROUND C-401
5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY MEMBER UTILITIES
o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING
6 FROM THE ENGINEER.
M 01