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CC - ConstructionDrawings BASIS OF COORDINATES AND ELEVATIONS: E 1 Ada County GIs coordinate system, Modified ID West (rJ V B Transverse Mercator Projection F.7, rtment ­W­.su 1....N,Sp.c� . Origin Latitude N41.40'Origin Longitude W115.45' "L J-U-B ENGINEERS, INC. False Northing: 0 ft False Easting: 2625138.999 ft Scale Factor (Trimble) 1.0001132803 ��; �� (� U Units: US Survey Feet C � . . J Horizontal Datum: NAD83(CORS) SKY MESA COMMONS SUBDIVISION NO . 5 -1-. CZ N Vertical Datum: NAVD88/Geoid09 tt o Z Horizontal & Vertical coordinates are based on IDTD CORS U) co M epoch 2002 (PID:AJ3346) 12� p cof� N43'39'10.57391" w U—)' C) Q0 p (� W116.17'00.21354" LU i It Q M CU Ht:2589.227' z— U — N:724441.996 • ao X } OW E:2483948.698 - W EI:2644.859 ISLE END zW � joZ LU § " MERIDIAN IDAHO EXISTING PROPOSED N W BOUNDARY LINE m --- SECTION LINE --- s SANITARY SEWER LINE S I — — — — — w WATER LINE w NAB £ - — — — GI — — — GRAVITY IRRIGATION PIPE IRRG I SHEET INDEX o`� 4�s fR 'y Q� PRESSURE IRRIGATION LINE —PIRR SHEET NUMBER SHEET TITLE 683 STORM DRAIN LINE SD o — C-001 COVER SHEET �y Qu CENTERLINE — �y tF of C_ - - SOUTHERN C-002 NOTE SHEET PUBLIC RIGHT OF WAY LINE S�OTTWON��?.I� '�.1 HIGHLANDS o � C-100 EXISTING CONDITIONS AND DEMOLITION PLAN LOT LINE SUBDIVISION SKY MESA o CENTURY 6" VERTICAL CURB AND GUTTER COMMONS FARMS C-101 LIGHTING AND SIGNAGE PLAN � w SUBDIVISION 6" VERTICAL CURB (NO GUTTER) 0 z z SUBDIVISION J „ , , C-201 GRADING PLAN w ROLLED CURB & GUTTER C-301 E. MARDIA STREET = z U ? o 5' SIDEWALK N ® C-302 S. PIONEER TRAILS WAY o a o W 0 W Q SEWER MANHOLE Q C-401 SEWER LINE A o �T__ Z, �00 Q H D Ili LL ss STORM DRAIN MANHOLE r BICENTENNIAL }Z ~ Q 00 C-402 8 INCH WATER LINE Q m O FARMS O U a GRAVITY IRRIGATION MANHOLE IMPRESSIVE SUBDIVISION C-501 PEDESTRIAN RAMPS AND STREET SECTIONS 0 � z o uJ EAST RIDGE zQ � 1EmQ DITCH FLOW LINE a o SUBDIVISION Q U o m Z J z PROJECT oQ� � zo PRESSURE IRRIGATION SERVICE LL W � o o Cn > z STREET LIGHT o Z = � 8 � w p FIRE HYDRANT Y 0 1 ,000 2,000 E. LAKE HAZEL RD SITE W ° 0 � z J co EW O U) H H � Fr J 2 = (n - - - - - EG — EDGE OF GRAVEL Z � � ? o 0 oHP OVERHEAD POWER Qwwo° � ALE IN FEET Q ---- X FENCE LINE w >U, W m Z —r STREET SIGN T o= z SINGLE WATER SERVICE m W J w DOUBLE WATER SERVICE H 2 Z 0 ocnacn O z WATER VALVE H CONCRETE SIDEWALK o ASPHALT ROADWAY o LO PROJECT NO. 10-20-083 M ABBREVIATIONS IO co 0 Z r CB CATCH BASIN z Plans Are Accepted For Public 0 CL CENTER LINE Street Construction OWNER POWER: WATER: — EG EXISTING GROUND By stamping and signing the improvement plans, the Registered WOODSIDE HARRIS LLC IDAHO POWER CITY OF MERIDIAN Z Engineer ensures the District that the plans conform to all District 729 S. BRIDGEWAY PLACE 1221 W. IDAHO STREET 33 E. BROADWAY AVENUE > O G EAGLE, ID. 83616 BOISE, ID. 83702 MERIDIAN, ID 83642 — U) FG FINISH GRADE policies and standards. Variances or waivers must be specifically PHONE (208) 577-5501 PHONE (208) 388-6399 208-887-2211 0 � FL FLOWLINE and previously approved by the District in writing. Acceptance of the m Q � improvement plans by the District does not relieve the Registered LU m GB GRADE BREAK Engineer of these responsibilities. ZD 0 = � DEVELOPER ROADWAYS SEWER: o GWE GROUND WATER ELEVATION BY DATE C� Z � 2 SKY MESA EAST, LLC ADA COUNTY HIGHWAY DISTRICT CITY OF MERIDIAN IZ o ADA COUNTY HIGHWAY DISTRICT 729 BRIDGEWAY PL. EAGLE, ID 3775 ADAMS STREET LJJ IRR IRRIGATION 33 E. BROADWAY AVENUE z _ Q 83616 GARDEN CITY, ID. 83714 MERIDIAN, ID 83642 > w ISPWC IDAHO STANDARDS FOR PUBLIC WORKS 208-577-5501 PHONE (208) 387-6100 208-887-2211 0 O CONSTRUCTION The Engineer of Record certifies that the plans are prepared in U co' PC POINT OF CURVE substantial conformance with the ACHD policy and standards in O ww effect at the time of preparation. The Engineer acknowledges that REUSE OF DOCUMENTS G PCC POINT OF COMPOUND CURVE ACHD assumes no liability for errors or deficiencies in the design. U All variances from ACHD policy shall be approved in writing. The rants to CLIENT a nonexclusive s ® PRC POINT OF REVERSE CURVE following variances, listed by date and short description, were J-U-B g non-transferable license to use the Drawings,' Q approved for the project: none ■ ■ Specifications and/or Contract Documents (Documents) as follows: PIRR PRESSURIZED IRRIGATION W W PT POINT OF TANGENCY CLIENT may make and retain copies of the Documents for reference, but J-U-B shall ® ° RC RIBBON CURB retain all common law, statutory and other reserved rights, including the copyright If thereto, and the same shall not be reused on this Project or any other Project without LU SD STORM DRAIN C-/(fERIDIAN* APPROVED FOR J-U-B's prior written consent. Distribution of Documents to meet regulatory or permitting U) SS SANITARY SEWER IpAHc CONSTRUCTION J-U-6 ENGINEERS, INC. requirements, or for similar purposes, in connection with the Project, including but not o limited to distribution to contractors or subcontractors for the performance of their work, o SDMH STORM DRAIN MANHOLE These plans and/or specifications have been reviewed for is not to be construed as publication adversely affecting the reserved rights of J-U-B. N compliance with Meridian City Standards and Specifications. The Documents are not intended for use in creating dtm for grading or earthwork, 0 z SSMH SANITARY SEWER MANHOLE J This review does not relieve the owner, engineer, of contractor 2760 W. Excursion Lane, Suite 400, Boise, ID 83642 survey staking layout (unless specifically identified as such in the documents), or o of the responsibility to design and/or construct those facilities in FILE: 10-20-083_C-001 STA STATION property boundary layouts. o < compliance with all current applicable federal, state and local p 208 376 7330 w WWW.jub.com JUBPROJ.#:10-20-083 TBC TOP BACK OF CURB laws, rules, regulations, ordinances, development agreements, DRAWN BY: EE,GRB co w specifications, orders of approvals, all of which the City retains Any reuse without written consent by J-U-B, or without verification or adoption by J-U-B Kmwwhal:"s below. TRC TOP ROLL CURB DESIGN BY: GRB 0 o the right to enforce. Inconsistencies not noted by City staff shall for the specific purpose intended by the reuse, will be at CLIENT's sole risk and without Call before you dig. CHECKED BY: WSW a not be construed as approved unless specifically addressed in THE GATEWAY m NC TOP VERTICAL CURB LANGDON .'� MAPPING liability or legal exposure to J-U-B. The CLIENT shall release, defend, indemnify, and ONE INCH Q D writing by the City. Any proposed revision to these plans must be OTHER J - U - B COMPANIES GROUP INC. hold J-U-B harmless from any claims, damages, actions or causes of action, losses, and AT FULL SIZE, IF NOT ONE o VOL VOLUME submitted for review and compliance with the Meridian City CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY Standards and Specifications before said revision is constructed. expenses, including reasonable attorneys and expert fees, arising out of or resulting N r W WATER from such reuse. ADVANCE BEFORE YOU DIG, LAST UPDATED: 12/21/2020 O N GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N WSE WATER SURFACE ELEVATION Name Date If the Documents are provided in electronic format, the electronic documents are subject MARKING OF UNDERGROUND to the provisions of J-U-B's "electronic document/data limited license" found at o MEMBER UTILITIES C-001 o edocs.jub.com. ao GENERAL PRESSURE IRRIGATION STORM DRAIN, ACHD (JUS 1 . ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 1 . THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS FOR THE IRRIGATION DISTRICT IN WHICH IT 1 . THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY IS BEING CONSTRUCTED. WATER, SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR J-U-B ENGINEERS, INC. ADDENDUMS), THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND/OR THE REQUIREMENTS OF THE DAYS FROM THE TIME THE PAVEMENT AND CONCRETE IS REMOVED. IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. ROADWAY, ACHD C) 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601 , PART 2, SECTION 2.2, 1 . ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC THE UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. Z Cz N 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE J tt O AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE A CURRENT COPY OF THE STANDARD ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. U) O co SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, co PART 3, SECTION 3.4. � � E 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE W .i p coo 0 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY CITY OF MERIDIAN PUBLIC WORKS ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 4. ALL CATCH BASINS SHALL HAVE A ONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. L1J Z3 � -6 DEPARTMENT ON SITE AT ALL TIMES. Z X (D o 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD (D W �M C: N 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR SUPPLEMENT TO ISPWC STANDARD DRAWING NO. SD-601 TYPE 1 , SD-609 TYPE 1 OR STANDARD DRAWING TO START OF WORK. � Z � _0 PRIVATE ROADWAYS CONTACT THE OWNERS ENGINEER. NO. SD-604A TYPE IV, SD-609 TYPE I. LJJ •0 0 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS C?4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10 MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER ( ) REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 12. N LIDS. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611 . MAY NOT OPEN OR CLOSE WATER VALVES. 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL DRAWING N0. SD-301 . NAL £ MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION OWNER.NOTE N0. 1 . 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL o`` }�1S 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. BE INSTALLED WATER TIGHT. Q 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. -83 FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, �y 9rF of °P 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE 11 . RISER RINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: S�OTTWON��?.'� '�.1 RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT H<12" USE GRADE RINGS (TYPICAL) CONSTRUCTION PLANS. LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE 12"<H 24" USE 24" DIA. RCP RISER OF ANY FIRE HYDRANT. 24"<H 120" USE MANHOLE CONE AND 48" DIA. RISERS 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING Y) PRIOR TO CONSTRUCTION. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO w BE DETERMINED BY THE FIELD INSPECTOR. Q z W PAVEMENT REPAIR FROM UTILITY WORK, ACHD co 0 11 . PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT = n e FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS 11 . ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF W 1 . ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE R ° W ° FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. THE CURRENT EDITION OF ISPWC. I = z m w Q LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY o � w � � MANUAL. > z � J n m WATER 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR �Q of3: PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE o 0 j w 1 . CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING O D z o STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z Q - it m Q WATER SYSTEMS (IDAPA 58.01 .08) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801 , AND SECTIONS AS SHOWN ON ROADWAY a - w CONSTRUCTION NOTE NO. 1 . DETAIL SHEET. a o m w J Z 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR � � � g B. STANDARD 6" VERTICAL CURB AND GUTTER, ISPWC SD-701. SHALL REPLACE THE ENTIRE ROADWAY SURFACE. � a w z o `" 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, C. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. W o T � o J w o AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND D. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN y 2 w O W m °C � � 20M: < NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL W ° SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS F. PEDESTRIAN RAMPS ISPWC SD-712A AND SD-712H. LANE. (IDAPA 58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). G. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. z E Is o 0 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED w W, o Of 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL � W m Z A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO FACTOR. 0, � w Q CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS CO � °z w ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) AND FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE m = Q } J CONSTRUCTION BEGINS. � = z O SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). o Cn a Cn o 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE WHEREVER THE SERVICE LINE CROSSES A STORM WATER THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO NOTES TO CONTRACTOR TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE 1 . ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE TO INSIDE FACE OF STRUCTURES. PUBLIC WORKS INSPECTOR. CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICTLO SPECIFICATIONS. CONTRACTOR SHALL CONTACT EAGLE SEWER DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL CONCRETE COLLARS. DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES lO co I SEWER TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, 1 . CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01 .16 AS 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. ABANDON OR PRESERVE SAID UTILITIES. z r WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1 . 16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA Z w STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLERANCES" 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS PRIOR TO COMMENCEMENT OF O 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, ALLOWED. CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. 19 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 CROSSING 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF O G SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS PROJECT(S) EXCEPT BY AGREEMENT IN WRITING FROM THE ENGINEER. - w (IDAPA 58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). Ln mQ m 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL ZD 0 LLI BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO U) W Cn z CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN z o ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) AND Z Q LU Q SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). O 0 O 2 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A Plans Are Accepted For Public z � STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). Street Construction w °° By stamping and signing the improvement plans, the Registered O N Engineer ensures the District that the plans conform to all District U ROADWAY. CITY OF MERIDIAN policies and standards. Variances or waivers must be specifically Q 1 . ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered a CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. Engineer of these responsibilities. W W 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE a PIPE ZONE. BY DATE w ADA COUNTY HIGHWAY DISTRICT z W W C�(fERIDIAN* APPROVED FOR m IDAHO -2 0o CONSTRUCTION • mw These plans and/or specifications have been reviewed for • • o compliance with Meridian City Standards and Specifications. FILE: 10 20 os3_c o02 o a This review does not relieve the owner, engineer, of contractor JUB PROD.#:10-20-083 of the responsibility to design and/or construct those facilities in DRAWN BY: EE,GRB co w compliance with all current applicable federal, state and local Knowwtwxs _0 y DESIGN BY: GRB 2E laws, rules, regulations, ordinances, development agreements, Call before you dl o O Y J• CHECKED BY: WSW a c specifications, orders of approvals, all of which the City retains ONE INCH 7i D the right to enforce. Inconsistencies not noted by City staff shall L not be construed as approved unless specifically addressed in CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE LO INCH SCALE ACCORDINGLY NC) writing by the City. Any proposed revision to these plans must be ADVANCE BEFORE YOU DIG, LAST UPDATED: 11/17/2020 C) N submitted for review and compliance with the Meridian City N Standards and Specifications before said revision is constructed. GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N MARKING OF UNDERGROUND o Name Date MEMBER UTILITIES C-002 o � ao I I (rimumB -1 J-U-B ENGINEERS, INC. I I it 1 ; I U a� � � r Z C _n J O co 1 o � co o ~ E W '(n p CO O W Q c? 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CHECKED BY: WSW d U m ONE INCH a ? S AT FULL SIZE, IF NOT ONE ") o CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY N ADVANCE BEFORE YOU DIG, LAST UPDATED:11/18/2020 N T I I I I CD GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N MARKING OF UNDERGROUND o MEMBER UTILITIES C- 1 OO Y o � ao fjM7UmB J-U-B ENGINEERS, INC. U a� z Cz CV Cn (D co M LU u) �p Q0 o W � Q C? Z U — ao C w '3 Cz LU CD � SKY MESA Block 4 m (0 2 J HIGHLANDS 14 13 12 11 10 9 N Q SUBDIVISION Of NO. 1 of Block 1 w w 21 o NAL f x S ifp 2 1~0683 i !y 9rf OF OTT WO S� i 5 E. MARDIA STREET . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3 0 Y W s Q z W m Q 2 � cjjU � 4 LD < z � � Rco0 < 0 r >- = U m H Q OHW � � U 0z H J DO 00 � QEmO m d O C6 X 2 � cDOw LLJ 6 #### ZQ �� RmQ ,nZw Z oowof 0 a Block 5 o Q U Z 0 U) 00 = 'szo � w o cn U � o J o J @ O 8 02 � Q W HH � pC I J = 0 Z U) LU Z I O 0 Block 2 w � w W o 11 10 9 8 7 Ld � ~ 0 1 w W m 2 z Qw00Uj = (If z :) cn v Ca �Ca LLj J Lr LU LU H LU 2 z O � 0 < U) Z I C7 0 ^' L J 0 co O co 0 w z w JQ U Z > 0 co w SKY MESA Q = W o HIGHLANDS m Q Q m SUBDIVISION 0 NO. 1 z U) U zQ o 0 LIGHTING NOTES: 0 p Q Plans Are Accepted For Public :E 1 . ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT LEGEND Street Construction 2i _ VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND W Z co co THE NATIONAL ELECTRIC CODE. By stamping and signing the improvement plans, the Registered O N PROPOSED STREET LIGHT _ 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE Engineer ensures the District that the plans conform to all District V THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZEN PORTAL.MERIDIANCITY.ORG/CITIZENACCESS/ TO Y PROPOSED FIRE HYDRANT policies and standards. Variances or waivers must be specifically Q and previously approved by the District in writing. Acceptance of the J o OPEN A PERMIT AND REQUEST INSPECTIONS. —� PROPOSED SIGN improvement plans by the District does not relieve the Registered w 97 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, + PROPOSED SIGN Engineer of these responsibilities. w BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. 0 BY DATE 4. STREET LIGHT BASE SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS, ADA COUNTY HIGHWAY DISTRICT Z AND 2' MIN. FROM WATER METERS. 0 30 60 W w 5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED o AS—BUILT DRAWING OF THIS PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR KEYED NOTES C��fEPIDIAN�-- APPROVED FOR FINAMI INSPECTION.OPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING SCALE IN FEET IoaHo CONSTRUCTION cn N INSTALL STREET DESIGNATION SIGN o w 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR 208 898-5500 FOR These plans and/or specifications have been reviewed for • o INSTALL TYPE 2 STREET LIGHT WITH I.E.S. TYPE II LUMINARIES compliance with Meridian City Standards and Specifications. FILE: 10-20-083_C-101 QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. PER COM STREET LIGHTING DETAIL 6C o < This review does not relieve the owner, engineer, of contractor JUB PROJ.#:10-20-083 TYPE III TERMINUS BARRICADE PER ACHD SUPPLEMENT TO of the responsibility to design and/or construct those facilities in DRAWN BY: EE,GRB cow ISPWC SD-1 132B WITH "ROAD TO BE EXTENDED IN THE compliance with all current applicable federal, state and local Kmwwpuwg behm a c? DESIGN BY: GRB FUTURE" SIGN laws, rules, regulations, ordinances, development agreements, you di NOTE Y J• CHECKED BY: WSW a 0 specifications, orders of approvals, all of which the City retains? ONE INCH 7i ® INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE PER the right to enforce. Inconsistencies not noted by City staff shall 1 . CONTRACTOR RESPONSIBLE FOR SIGN INSTALLATION MUST BE BONDED ACHD SUPPLEMENT TO ISPWC SD-1 132A AT FULL SIZE, IF NOT ONE r- 8 not be construed as approved unless specifically addressed in CALL 2 BUSINESS DAYS IN WITH ACHD AND OBTAIN ARIGHT—OF—WAY PERMIT PRIOR TO 5 EXISTING TERMINUS BARRICADE TO BE REMOVED writing by the City. Any proposed revision to these plans must be INCH SCALE ACCORDINGLY INSTALLATION OF SIGNS. ADVANCE BEFORE YOU DIG, LAST UPDATED: 11/18/2020 N � submitted for review and compliance with the Meridian City N r © EXISTING STREET LIGHT Standards and Specifications before said revision is constructed. GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N T N MARKING OF UNDERGROUND o Name Date MEMBER UTILITIES C- 1 01 o � ao I (JU-BI) 1 J-U-B ENGINEERS, INC. IE U � - - - - - - - - - - - - - - 1 j z Cz N - - - - - - - - 1 r J �t o Cli co co 1 00000 � E - - - - - - - - - \ W Q o 91.01 P 90.58 90.71' 91.06 - _92.10 91.44 90.73 - \-- Z U - 0 - 00 CZ 1 / v Q I 1 1 1 0 30 60 Z § C/) c LU ---- •� o I I1 ----- -- / 11 - ----- ----- - I I I (D 1 1 -- ---- - 1 I / - - - - 1 SCALE IN FEET Cfl II _ ` - E 90.96 90.95 92.71 � N 1 I V v \ Block 4 I 1 I I i 11 1 II 14 / 13 12 11 10 - - 9 �J� i/ W \ I I 1 1 SKY MESA I PAD:88.5t PAD:88.9t \ P A�D�:I89.2f o - -2691� I I I 1I Qo� \gNAL HIGHLANDS a Block 1 \sr£RSUBDIVISION 0')� �NO. 1 N PADao.Sf vv II I I ' , 10683 L - - \ , , , \ 1 �q It - - - - _ _ - - � - - - -�� I I 11 91.44 I� I / ' I �y �F of / I � 91.47 i \ 1 orrwoN - 89.20 89.53 89.85 90.18 90.50 1 90.93 91.35 - J 91.12 % z Z F- \yamiWwv � o 1 E. 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Variances or waivers must be specifically Q PLACED WITHIN 12" OF THE TOP OF PAD 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE and previously approved by the District in writing. Acceptance of the w ELEVATION. THE ENGINEER OF RECORD OR A ACTUAL ELEVATION. CIS LEGEND R improvement plans by the District does not relieve the Registered o GEOTECHNICAL ENGINEER SHALL CERTIFY L IJ a COMPLIANCE. MINOR Engineer of these responsibilities. w MAJOR EXISTING CONTOURS 20' 10' 95'f' MINOR PROPOSED CONTOURS 0.5 f BY ADA COUNTY HIGHWAY DISTRICT DATE W EARTHWORK MAJOR 8.00' 00' o � SW PROPERTY LINE z PAD: 22.8t PAD ELEVATION OR TOE OF SLOPE W CUT: 6,527 C.Y. 2% C/, .32.82 FG ELEVATIONC��fERIDIAN�-- APPROVED FOR oFILL: 1,989 C.Y. � ROADWAY FLOW DIRECTION PAD ELEVATION 0 H o U) 77-U) NET: 4,538 C.Y. EXPORT AS SHOWN CONSTRUCTION 0 w These plans and/or specifications have been reviewed for • oy NOTE: compliance with Meridian City Standards and Specifications. FILE : 10-20-083_C-201 1. EARTHWORK QUANTITIES ARE BASED ON TYPICAL LOT GRADING This review does not relieve the owner, engineer, of contractor 6 a NEAT LINE CUT/FILL. A 15% MATERIAL JUB PROD.#:10 20 083 p SHRINKAGE FACTOR HAS BEEN ASSUMED SCALE:NTS of the responsibility to design and/or construct those facilities in DRAWN BY: EE,GRB m w FOR FILL MATERIAL. compliance with all current applicable federal, state and local � g � c? DESIGN BY: GRB 2. ROADWAY EXCAVATION CALCULATED TO laws, rules, regulations, ordinances, development agreements, Call before you dl o O SUBGRADE. Y g. CHECKED BY: WSW F c 3. ALL REAR AND SIDE YARD SLOPES ARE AT specifications, orders of approvals, all of which the City retains ONE INCH 7i D 2:1 UNLESS OTHERWISE NOTED. the right to enforce. Inconsistencies not noted by City staff shall 4. GRADING CONTRACTOR TO FOLLOW not be construed as approved unless specifically addressed in CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE Ln o INCH SCALE ACCORDINGLY roe M o GEOTECHNICAL REPORT RECOMMENDATIONS writing by the City. Any proposed revision to these plans must be LAST UPDATED: 11/18/2020 o � FOR OVER EXCAVATION AND PLACEMENT OF submitted for review and compliance with the Meridian City ADVANCE BEFORE YOU DIG, N T Standards and Specifications before said revision is constructed. GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N MARKING OF UNDERGROUND o Name Date MEMBER UTILITIES C-201 o � a ❑ (J-U-B )) S. PIONEER TRAILS WAY SEE SHEET C-302 J-U-B ENGINEERS, INC. Block 4 � � \ � / I I� E MARDIA C� 13 STREET J tt o Cz N p � Block 1 �69 I _ — (� W •- O 00 co 0 C 301 wZ I Il�� ww / I I �_ ��� �� \ 1 �+ Ld — x �o -+ 0°w — � - - - — (D ��� �Lo o � WCz — — — - - — > — - 0 — — — — — � � - c� U � I+n N`Lp i CIS Z •— to 00 - '10 + � r) 11�� 1 + � '+ 0 2 + cO ��G I/A �, 2 1 �I •� 0- m — — A — N - Q 3 w w �,�� w w w ��o w w w ��'�' 9�v i.��. v w ,`Q ry. w 689, \ l Q 13+00 0 0 +00 °j 15+00 �' �1�+ P _ °� 0 17+00 1 o� z -� - - � - - - � - - - - - - - �- - - - - - s 5 s s ss s ss - P ,s ss // 2690 s' o��� ss sue' 4 3 ��� U "' ��� INDEX MAP 0 Spa F > 3 '> of �� oN�•� N 4�O G.\ TfpFd - - - - - - �� 41 _ .. I 0 2 I s9Crby- C\I 61383 � UC14 0 1 � OF +2 r 1 ao + 0) + 0 + o) + o OTTW F — 0 n 00 It (3) 0) 7 �N? �O' SKY MESA I + m y Block 5 ,� ROADWAY NOTES HIGHLANDS /J I � " - — � 1 0 1 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO z z F- SUBDIVISION NO. 1 — — � Q w Q _ ISPWC SD-702 W w � C0 0 / -2690 �26 C-501 �� I = 2 (n U � 0 90� .�� 02 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC o Q z ~ (0 rn I N Block 2 — — N _ _2 N — _ — I— I SD-709. 2.0% MAX. CROSS SLOPE. _ m Q —11_ — — _ _ _ _10_ — — —9- 8 69�� m \ 7 0 —26g2 — —I 0 PEDESTRIAN RAMP TYPE "H2" PER ACHD SUPPLEMENT TO o z � � Q m — — — — ISPWC SD-712H WITH DETECTABLE WARNINGS PER ACHD 0r a of m o — SUPPLEMENT TO ISPWC SD-712 ° C / ' — _ - - - - - - ax 2692— - - - co U — — — — — — / _- - -- — — / ' ® 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708 L < Q W -- -- — 5 SAWCUT PAVEMENT (2' INSIDE EXISTING EDGE) PER ACHD C° W � o S. PIONEER TRAILS WAY O SEE SHEET C-302 ROADWAY NOTE 5 ON SHEET C-002. ALSO PER ACHD o Z = � o o w z SUPPLEMENT TO ISPWC SD-303. MATCH EXISTING. t oc o cn � (� OWm HORZ 0 30 60 Woo � � J E. MARDIA STREET _ = O � O (n PUBLIC ROADWAY Q ? o 0 VERT 0 5 10 aww ° SCALE IN FEET UW, � W � cz J W m Q Q W ~- W Y _ (If Z � (n (n Of J W Of LU H 2 Z O � O (nQ (n O Z 2705 2705 z> r d 3 COO r 00 (rD (V +2700 0 o 2700O u^ j + 0) M CO (D N U � O (� U O 0i C14 (O CO � N coM OMigUz 1! � N o;to M O + ODHN O N z N N M W r N z w 2695 FINISH GRADE 2695 O _ ® OF ROAD 2.00' _ W 0 J 0.50% 0 % PL > O z 1.50% _ 0.69% ——— '2_00q 3:1 MAX. — - O W ------- ----------- ------ ----- — _ --- 0 = W 2690 0.50%Ln — — ------ --- 1.00 2690 m Q W U) z U J) 7 o EXISTING GROUND Z Q Q 2685 ® � OF ROAD 2685 z Q w Plans Are Accepted For Public O Q Q Street Construction Y N I� N cD 00 O (n (n (� I") co (D � 00 � (0 MN r O n CD o r- N By stamping and signing the improvement plans, the Registered w W co O 6 O 6 O 6 O 0; � O � O O O O � � O (V O N co M � M 00 M 00 0) 00 00 rn 00 rn 0) rn 0) rn M rn M rn M rn M rn Engineer ensures the District that the Tans conform to all District O W W o co to co cD (o (D (o (D (o (D (o (D (o to (o co (o (o (o (o (o (o (o to g P 0 N N N N N N N N N N N N N N N N N N N N N N N N N 2680 2680 policies and standards. Variances or waivers must be specifically ) 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 and previously approved by the District in writing. Acceptance of the Q C/) improvement plans by the District does not relieve the Registered Ji o Engineer of these responsibilities. W c W BY DATE a ADA COUNTY HIGHWAY DISTRICT m W z U) W CURVE TABLE 0 CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH Cn U m w C 1 43.98' 28.00' 28.00' 90°00'00" N45°13'35"E 39.60' � J -00 U FILE: 10-20-083_C-301 0 < NOTES TO CONTRACTOR C2 43.98' 28.00' 28.00' 90'00'00" S44°46'25"E 39.60' ro JUB PROJ.#:10-20-083 CO z 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB W ELEVATION. C3 44.10' 28.00' 28.12' 90°14'07" S45°06'31"W 39.68' Knowm*wxs �OVN. �+ DESIGN BY: GRB 0 � C�2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE II before dl you a 0TO INSIDE FACE OF STRUCTURES. C4 43.87' 28.00' 27.89' 89°45'53" S44°53'29"E 39.52' Y 9• CHECKED BY: WSW m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH o THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN N INCH SCALE ACCORDINGLY r o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED: 11/18/2020 N � INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N T PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY N ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-301 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECTS) EXCEPT BY AGREEMENT IN WRITING MEMBER UTILITIES 6 M2 FROM THE ENGINEER. M 01 E. MARDIA STREET CJUBI) SEE SHEET C-301 yri II J-U-B ENGINEERS, INC. A I IC-)IIIII �/ / E. MARDIA STREET Z C II J o U) C � co III CD 00 � Block 2 / _ 0 0 00 � E HSKY MESAIGHLANDS I �' IIII11 N 7 �� Block 4 C N w i r- C) N of 0 SUBDIVISION NO. 1 0 w z �I o m fry o m m I 9 W z A co C 0 Z c� - o 170 o mM III I I 0 " a; " -- I + M I x •— C N o+ ``' ,n ' o w / III o �±Of m �� _� — '269�_ I i 'o �=Ix Z LLI .' ai III 2691 9 RC — _ -2691 / LU 97 �7 V l Ph- PIRR— III 2 + rRc i 2�� to 1 1 \ � J N 3 ' Q �$ - � w v v � 9 I � ss ss I ��G I 6,�c� ss�� �n�� - ,o's2� '�o, C> �o» s omens �� �, ss — ss ss — 0 11 w 3 3 12+- 13+00 NAL £ - - - - M - - � - - 5 (o' II � I 1 4 1 5 INDEX MAP N II (oc> �� �� �� oc, I � � 26g G �� Q !� n p k", � wI C� 6'�p�p�'��- i w ��,'r'p w ��61-� - - M - - - - - M - - M M M ^� o I 06 1~0683 3 P` !y 9l F 0 F II 2 I , O — I� 2 1 �� - - - _ _ _ ® ' ScOTTWON O I� 9� � T ' 2692�0c 97' �64 o 2691 IIII I o D m T 68, m ROADWAY NOTES II 0 I\ I g ` N �ti00 ��� o l C 'n - - - - - - / o m'm\� \� o m \ + N s / �i 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO o z Q ISPWC SD-702 = W w v C-501 / 1 02 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC < o Q o I Q0 / SD-709. 2.0% MAX. CROSS SLOPE. a = Z m w Q CN N \ �� / r 3 PEDESTRIAN RAMP TYPE "H2" PER ACHD SUPPLEMENT TO z o m \ Block 5 Block 1 1 / O ISPWC SD-712H WITH DETECTABLE WARNINGS PER ACHD >- Q R m a I�I nl(1111 \ \ 1 N 21 HORZ 0 30 60 SUPPLEMENT TO ISPWC SD-712 ° W- - - - - IPIRR \ \ \ \� , � HZO } Q — — — — — — ® 4 VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708 Z a m o awz - z S. PIONEER TRAILS WAY 0 SAWCUT PAVEMENT (2 INSIDE EXISTING EDGE) PER ACHD 0 CD VERT 0 5 10 ' 13� W 0 ROADWAY NOTE 5 ON SHEET C-002. ALSO PER ACHD U- J W o } > z PUBLIC ROADWAY SCALE IN FEET SUPPLEMENT TO ISPWC SD-303. MATCH EXISTING. w ° y � z J 5W cn � WOwm W O 0, H H pC J 2 :0:) Cn Z O ❑ 2710 2710 w > ofoo 0 W 3: z J W m Q Q W ~O � Y 30.00' VC Cnof ? w � PVI:10+25.00 (2693.52) 58.00 VC m W J � W HP:10+10.00 2693.74FG PVI:10+80.00 (2691.9 ) = z o 2705 K:20.13 AD:-1.5% LP:11+09.00 2691.76 G 2705 o cn a cn d 0 00 0r, oo C m 0(0 6 m 6 ri 6 ri � o� a + rn +� +� rn orn Q O CID N ON DN 4 (0N ±N 0000, p w pry 270o w L O co rn c: 2700 C3'(% + (D O U t� La^ o N + c�0 Q X U N N W O MI 00 z 0 N A 2695 2695 z LL]w ---- 1.45 , ® q OF ROAD O 2 94 LLI o a -0.5U — — 0.50% _ >_ O W Q W 2690 2690 Ln m < J x a- EXISTING GROUND Q U) ® � OF ROAD z Ir z Q z 0 p 2685 2685 Z Q Q W Plans Are Accepted For Public O Q —j W } Oq 00 � � Oq Ln � 0 In Street Construction z 0) rn � By stamping and signing the improvement plans, the Registered 0 O w W M o co c co o co o co c(D W 0-N N N N N N N N N N N Engineer ensures the District that the plans conform to all District N 2680 2s8o policies and standards. Variances or waivers must be specifically U 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+20 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Q Ji Engineer of these responsibilities. C) o LI.J w BY DATE a ADA COUNTY HIGHWAY DISTRICT o= 55 W z CURVE TABLE W Cn CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH m •� o U) o -- C 1 43.98' 28.00' 28.00' 90°00'00" N45°13'35"E 39.60' 00w • C: J f f e f » f » f C2 43.98 28.00 28.00 90°00 00 S44°46 25 E 39.60 FILE : 10-20-083_C-302 cr C3 4410 00 12 NOTES TO CONTRACTOR JUB PROJ.#:10 20 083 c� »W 3968 m z 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL . 28. 28. 90°14 07 S45°06 31 . a W ELEVATION. I'�110WVVIl11t•S b ,o _I EE,GRB 0 � 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE C4 43.87 28.00 27.89 89°45 53 S44°53 29 E 39.52 DESIGN BY: GRB a o TO INSIDE FACE OF STRUCTURES. Valli before you dig. CHECKED BY: WSW m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH Q THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE 0 o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY T o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED: 11/18/2020 N INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N T PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY N ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-302 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECTS) EXCEPT BY AGREEMENT IN WRITING MEMBER UTILITIES 6 M2 FROM THE ENGINEER. M ❑ (J-U-B )) EXISTING SEWER LINE B SEE SHEET C-402 J-U-B ENGINEERS, INC. To F — — �� T�F � \ ---- TOP TOP T A 10 . \ Block 4 Block 4 ' o C) Q SEWER LINE A C 14 13 12 11 10 9 �° I I w z o� 7T 0 Z J � o o� a °� O o C'7 Cn M do 3 \ o� 0 Block 1 C-4 — N a LU .u) o Q0 00 0 o a \ 21 O 3 LU Q �'? 11.6LF6" W o _ � 6 = z q a) S4 S4 STA 11+49 TCT STA: 12+14 STA: 12+79 STA: 13+5 Z� w O S2 LEN: 45 S2 LEN: 45' S2 LEN: 45 S2 LEN: 45 o U -� z ,� r , TOES Ol TOE 01 — d0i W5 d01 TOE d01 - TOE saki TOF W5 INV: 84.4 INV: 84.8 INV: 85.3 0�� � � w W � � O W5 W8 W7 0� m CD N a_ W4 W4 W4 W4 W4 W4 W2 W1 0 W w 180' 316.3 LF 8" W W3 i�� 149.0 LF 8" W w w w W6 106.3 LF 8" W w of w' o w w w 13 F _ p S�Q FN p s T �� S3 EX. F1 SS SS SS ISS SS SS s SSMH Al S1 � � W1 I - - - 15 0� 16 00 INDEX MAP plc S�E,p' � III a� G w4 683 TOE LO ; 9r OPT !y f OF d01 d N S��TT WAN To S4 STA: 11+13 W5 STA: 11+89 STA: 12+63 W5 STA: 13+43 F LEN: 35' S2 LEN: 35 S2 LEN: 35' S2 LEN: 35' S2 INV: 84.0 INV: 84.4 INV: 84.8 INV: 85.3 Block 5 SEWER KEYED NOTES zm o S1 48"0 SEWER MANHOLE PER ISPWC SD-501 a ~W a = WLJU / s2 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC LD Q z Block 2 Block 2 SD-51 1A. MARK PER COM SD-SW3 >- = w o m ° Q o J � o S3 FIELD LOCATE AND CONNECT NEW PIPE TO BLOCK OUT. CONTRACTOR U o J 5 } 11 10 9 8 7 TO VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION. �a � m ° m TOE d01 NOTIFY ENGINEER OF ANY DISCREPANCIES. N ° U � � w c� � zO � Q � s4 EXISTING SEWER SERVICE. CONTRACTOR TO PROTECT IN PLACE a a � w 3 EXISTING SEWER LINE B o a W ? o 0 WATER KEYED NOTES J w Z SEE SHEET C-402 o Z = � o � w z SEWER LINE A HORZ 0 30 60 w1 8" GATE VALVE PER COM SD-W11 y 1 :0:) W m °C HH pC S. PIONEER TRAILS WAY r W O (n W2 8" CROSS WITH THRUST BLOCK PER ISPWC SD-403 j TO-QTo � o 0 VERT 0 5 10 w3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON Z o n o SCALE IN FEET SHEET C-002 w > of tz in w4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON � � , W Q SHEET C-002 = � Z Z) J Uj �270o w5 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 m = Q >_ Uj 2700 � �- = z0 � ocnacn L W6 TEMPORARY 2" BLOW-OFF ASSEMBLY PER COM SD-W13 w7 FIRE HYDRANT ASSEMBLY PER COM SD-W8 ws REMOVE EXISTING BLOW-OFF. BLOW-OFF CAN BE RE-USED AT 2695 2695 ANOTHER LOCATION. CONNECT TO EXISTING WATER MAIN. FIELD 0 FINISH GRADE o 0 q OF SEWER VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION co v o —— ——_____— ——————— N 2690 — —————— _ _ _— Z EXISTING 6" 2690 z W o PRESSURE J 7 4 IRRIGATION O LL w z EXISTING GROUND O 1-- ® q OF SEWER o a U z 2685 O 8" WATER 0 = z 255.1 LF 8" PVC 00.63% Z m Q Q 296.0 LF 8" PVC ® 0.43% C�,(fERIDIA N* APPROVED FOR 0 Q W U iovHo 0 2680 EX. SSMH F1 2680 CONSTRUCTION W z n J 2E STA: 11+01.66, 0.00' SSMH Al These plans and/or specifications have been reviewed for 01� Cc O RIM: 2689.50 STA: 13+60.73, 0.00' O Q W LU : 2690.99 EXISTING 8" SEWER compliance with Meridian City Standards and Specifications. 0 ` < 8" IN: 2682.11 (E) S w 8" OUT: 2683.72 (W) This review does not relieve the owner, engineer, of contractor 8 OUT: 2682.01 (W) of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local (w (W c U)i2675 2675 laws, rules, regulations, ordinances, development agreements, O w c) co o specifications, orders of approvals, all of which the City retains U z o the right to enforce. Inconsistencies not noted by City staff shall Q not be construed as approved unless specifically addressed in Q wwriting by the City. Any proposed revision to these plans must be W o submitted for review and compliance with the Meridian City w a 2670 2670 Standards and Specifications before said revision is constructed. C j Cn w 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+30 G 0 0 Name Date w z z U) 55 w W O -a m ro 0 m 2 LU z • 0 CO C: J -0 U FILE: 10-20-083_C-401 b < NOTES TO CONTRACTOR JUB PROD.#:10-20-083 CO z 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL �,�_I DRAWN BY: EE,GRB Knowm*mrS �' DESIGN BY: GRB a LU ELEVATION.o 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE �+''a II before you dl a o TO INSIDE FACE OF STRUCTURES. Y 9• CHECKED BY: WSW co 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH N THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN N INCH SCALE ACCORDINGLY r o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED: 11/17/2020 N � INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N T PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY N0 ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-401 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING MEMBER UTILITIES 6 M2 FROM THE ENGINEER. M 01 SEWER LINE A CJ-U-B SEE SHEET C-401 J-U-B ENGINEERS, INC. II I I A SEWER LINE A Z C 1 w I Cz N o-43 J J co oCn C co co Block 2 w � O SKY MESA HIGHLANDS Block 4 C— CV w .� r- o II 9 :3 SUBDIVISION NO. 1 z U N — oo � — x = - o ., SSMH Al y oP TOp ' Z Cz CV r , W �E U w Z ' � o d �� � T A W � � T o A Cl) a PIRR 04 � 6 a (0 2 o� I N 1 0 �/ 7 W3 10+00 11+o0 12+00 / 13+00 � 14+00 14+25 RR ss ss � ,����� ,ems � �� s— >� s� � ;I — SS I ss - - [- - - SS - - - - - EX. SSMH B1 _ _ _ _ _ _ _ _ - W2 EX. SSMH SMC12 i SS\ANAL £N O 11l 1 1 0 � - - spa;' INDEX MAP � R�o�F� S1 W4 W4 158.9 LF 8" W 87.1 LF 8 W _ R ,I M w w w A w - -� - - M - - - - - M - - - - - M - - - - - M O SST£ . 110683 w7 W 1 w7 W 1 !y 9rF OF � ®77 s�orr 0 S2 W6 S2 �Q CT EP 7.8 LF 6" W SEWER KEYED NOTES dol w o A 1m OO sl EXISTING SEWER MANHOLE Q z W Q 1 c� o 0 = W W U S2 EXISTING SEWER SERVICE. CONTRACTOR TO PROTECT IN PLACE o Q Z 56 ~ 1 1 Block 5 ' 10 o Block 1 WATER KEYED NOTES }Z o O H W J 21 � Q � m W1 8" GATE VALVE PER COM SD—W1 1 0 ui 3 X PIRR fnsC9 � W � w2 8" CROSS WITH THRUST BLOCK PER ISPWC SD-403 3 '< a W � aw Z '' w3 POTABLE/NON—POTABLE MAIN CROSSING SEE WATER NOTE 2 ON o Q WW (If 0 J (n Z SHEET C-002 LL W o } > z HORZ 0 30 60 W o M " � w o 8 INCH WATER LINE w4 POTABLE/NON—POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON ? o o Q °C S. PIONEER TRAILS WAY SHEET C-002 o L � it VERT 0 5 10 w5 3/4" SINGLE SERVICE CONNECTION PER COM SD—W3 Z T ? o 0 SCALE IN FEET W6 FIRE HYDRANT ASSEMBLY PER COM SD—W8 w w o° w7 z REMOVE EXISTING BLOW—OFF. BLOW—OFF CAN BE RE—USED AT WW 3: ANOTHER LOCATION. CONNECT TO EXISTING WATER MAIN. FIELD = z v VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION m W J 0 W 2700 2700 � � = z0 � OcnQcn b Z ^ FINISH GRADE 2695 \ 0 Q OF SEWER 2695 o ———————— — Ln CO 00 Z w N 2690 �"� -- -------- I 2690 ® F SEWER z J LL w EXISTING 0 O 8" WATER — a 8" WATER W z > O � w (3 2685 2685 z w EXISTING 0 = Q z 8" WATER m Q J CMEPIDIAN* APPROVED FOR 0 Q IQAHO CONSTRUCTION cry z Q z 0 2680 267.9 LF 8" PVC ® 0.59% 2680 oThese plans and/or specifications have been reviewed for z Q W 0 compliance with Meridian City Standards and Specifications. a u, EX. SSMH B1 This review does not relieve the owner, engineer, of contractor C 0 W U 2 STA: 10+50.00, 0.00' of the responsibility to design and/or construct those facilities in c } RIM: 2693.89 EX. SSMH SMC12 z U) 8" OUT: 2680.40 (N) STA: 13+21.94, 0.00' compliance with all current applicable federal, state and local cI 2675 RIM: 2690.89 2675 laws, rules, regulations, ordinances, development agreements, O w _ C) 00 o 8" IN: 2678.83 (S) specifications, orders of approvals, all of which the City retains U z o the right to enforce. Inconsistencies not noted by City staff shall Q not be construed as approved unless specifically addressed in Q wwriting by the City. Any proposed revision to these plans must be (f� w o submitted for review and compliance with the Meridian City w Q a 2670 2670 Standards and Specifications before said revision is constructed. C w 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 G 0 0 Name Date w z z U) w Cn O -a m ro o U) 2 z • 0 m 9 � J - U FILE : 10-20-083_C-402 Z5 < NOTES TO CONTRACTOR JUB PROJ.#:10-20-083 m z 1. ADD 2600 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL ELEVATION. �,�_I DRAWN BY: EE,GRB I'�noVV whes DESIGN BY: GRB LU o 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE �+''a II before you dl FL o TO INSIDE FACE OF STRUCTURES. Y J• CHECKED BY: WSW 2i co 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH m THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o No COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY T o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED: 11/17/2020 N � INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N T PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY N ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-402 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING MEMBER UTILITIES 6 M2 FROM THE ENGINEER. M 01 CJ-U-B 'h J-U-B ENGINEERS, INC. TRC 2.00% 2.00% 91.20 U (3) Z 91.20 TRC c_ Cz N U O M co TRC 91 29 Raw 60.00' Raw w •q) 00 00 Q0 v 91. \RC 30.00' 30.00' uJ � C? -6 o� .00, 8.00' 16.50' 16.50' 8.00' .00, ZSW SW (D XLLJ N 0o "' Cz Z U) I— O w 9 G O C Lo e9 co �G' \ 3" ROLLED CURB AND 2.5" ASPHALT, SP-3, GUTTER PER ACHD 1/2" MIX PG. 58-28 CONCRET7CIII.I.Al SUPPLEMENT TO ISPWC 4" OF 3/4" CRUSHED GRAVEL AC ISPWC SD 7 9NTTT0 SD-702, TYP. 11" OF 6" MINUS PIT RUN S�QNAL FNc a�0� G.\S T E } TYPICAL 33' LOCAL STREET SECTION - y_ p l n A SCALE:N.T.S. V V N 06 9% 1_.50% 0.50% 9rF OF \�P� NOTE: REFER TO GEOTECHNICAL REPORT PREPARED BY Sys E. MARDIA STREET h° ALLWEST TESTING & ENGINEERING, INC., DATED JANUARY 28, OTT WON �'.'i:� 0 2020 FOR PAVEMENT SECTION REQUIREMENTS. Iq °I b� o+l o L` o o 'n o N O `� R/w 50.00' R/w w 25.00' 25.00' a z W m o � N U ., ,r, 0.69% � '�° � � o ¢ z � � rn ry v - 3.50' 00' 16.50' 16.50' 00' 3.50' cn O ¢ O o� rn SW SW =IL Zmw Q 18.82' I � o � JC � ���s� = 0 '6 3: X ~ � 2% MAX. 2% MAX. H Z O LU w o 791 .__ i f _�_ z < aa � � Ld �C A a � WmzJ o a h 3" ROLLED CURB AND 2.5 ASPHALT, SP-3, = c) - w _ CONCRETE SIDEWALK O w pZ Er Uj °' GUTTER PER ACHD 1/2 MIX PG. 58-28 ACHD SUPPLEMENT TO U) -.2 U- O w in SUPPLEMENT TO ISPWC 4" OF 3/4" CRUSHED GRAVEL ISPWC SD-709 TYP. W p J p G SD-702, TYP. � p c� \(R 91.60 \1" OF 6" MINUS PIT RUN = o 3: Z) U) 9�5 TRC Z � � ? o 0 B TYPICAL 33' LOCAL STREET SECTION w > L o 0 SCALE:N.T.S. W w m � Z Q W ~O Y r TRC 2.00% 2.00% 91.64 = of Z w 91.64 TRC mw -jow H 2 z O O U) Q U) 110z I S. PIONEER TRAIL WAY AND E. BRACE STREET a 0SCALE:1"=10' L9 U OMI 00 z z 0 W z F- w O U — LU U) U) Q — U z > p 01. 2 dZD 0] v` ) J U 2 � z z o Q O Q U' Plans Are Accepted For Public Y Street Construction W 00 By stamping and signing the improvement plans, the Registered O N Engineer ensures the District that the plans conform to all District U z z policies and standards. Variances or waivers must be specifically Q and previously approved by the District in writing. Acceptance of the Uj improvement plans by the District does not relieve the Registered Engineer of these responsibilities. W L1J W 2 BY DATE L1J ADA COUNTY HIGHWAY DISTRICT w z � z C 55 W -a m � o U) U) 2 z fo CO � J -0 U FILE: 10-20-083 C-501 C7 JUB PROJ.#:10 20 083 CO z �'�-I DRAWN BY: EE,GRB ro vS t./VttJ�/1/ DESIGN BY: GRB o Call before you dig. CHECKED BY: WSW ONE INCH am � ? CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY NCD ADVANCE BEFORE YOU DIG, LAST UPDATED: 11/18/2020 0 GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N T MARKING OF UNDERGROUND o MEMBER UTILITIES C-501 o � � o