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CC - Construction Drawings BASIS OF COORDINATES AND ELEVATIONS: E IDIZ IAN Ada County GIs coordinate system, Modified ID West Publics CJ U B Works Deparimem Transverse Mercator Projection nign na ca_ Origin Latitude N41.40' El Origin Longitude W115*45' r9r. 'L J-U-B ENGINEERS, INC. False Northing: 0 ft r.1 ti .Ira. False Easting: 2625138.999 ft �, ' F Scale Factor (Trimble) 1.0001132803 ��; J U Units: US Survey Feet SKY MESA HIGHLANDS SUBDIVISION 1 V Horizontal Datum: NAD83(CORS) � • • '�'' z Z N Vertical Datum: NAVD88/GeoidO9 "Zi- O Z Horizontal & Vertical coordinates are based on IDTD CORS U) co M IIIIIIIN epoch 2002 (PID:AJ3346) p cof� N43'39'10.57391" LU 'C C) CO p W 21354" Ht:25:2589.2279.227' SHEET INDEX w Z3 It o_ N:724441.996 LIJ E:2483948.698 U 00 � W E:2483.48. Sheet Number Sheet Title o L, M � o LEGEND MERIDIAN IDAHO' C-001 COVER SHEET Z _0 o ZC-002 NOTE SHEET CD N C-100 EXISTING CONDITIONS AND DEMOLITION PLAN EXISTING PROPOSED Z C-101 STREET LIGHT AND SIGNAGE PLAN ' CV LIJ BOUNDARY LINE C-102 PRESSURE IRRIGATION PLAN m --- SECTION LINE --- C-103 PRESSURE IRRIGATION PLAN s SANITARY SEWER LINE S — — — — — WATER LINE yy C-104 GRAVITY IRRIGATION PLAN gyp,r' - �L w C-201 GRADING PLAN ci � — — — GI — — — GRAVITY IRRIGATION PIPE IRRG :�_ Q��C, �I s f.fRF� C-202 GRADING PLAN PRESSURE IRRIGATION LINE —PIRR C-300 S. PIONEER TRAIL WAY AND E. MARDIA STREET 10683 STORM DRAIN LINE SD— C-301 S. PIONEER TRAIL WAY 9rOF o� CENTERLINE — C-302 E. PARULO DRIVE OTT WON��r PUBLIC RIGHT OF WAY LINE — — o o SOUTHERN SKY MESA Q C-303 E. PARLUO DRIVE AND S. CUBOLA WAY It LOT LINE COMMONCENTURY HIGHLANDS of C-304 S. CUBOLA WAY 6" VERTICAL CURB AND GUTTER SUBDIVISION SUBDIVISION J FARMS SUBDIVISION C-305 S. CUBOLA WAY 6" VERTICAL CURB (NO GUTTER) w JJJ C-306 E. BRACE STREET a Z Q ROLLED CURB & GUTTER vi C-307 E. BRACE COURT = w w ; � U) 5' SIDEWALK o a C-308 S. PHOEBE PLACE } w 0 w 1 o ( BICENTENNIAL o � Z, 00 Q p SEWER MANHOLE sLL I FARMS C-309 OFFSITE IMPROVEMENTS " Z � J D m STORM DRAIN MANHOLE QD SUBDIVISION C-310 OFFSITE IMPROVEMENTS � Q m 0 Ui x GRAVITY IRRIGATION MANHOLE N z o IMPRESSIVE C-31 1 OFFSITE IMPROVEMENTS � � _ _ } Q C-400 OVERALL UTILITY PLAN W- g am z _W, z DITCH FLOW LINE EAST RIDGE Z a 00 0 SUBDIVISION I a U_—� PRESSURE IRRIGATION SERVICE C-401 SEWER LINE A Z o cn 0 g Zw � o � > z I C-402 SEWER LINE A °w 0 o � � Z � � STREET LIGHT U) 2 w o FIRE HYDRANT Y 0 1 ,000 2,000 D 2 o = � Q C-403 SEWER LINE A w o U) tZ � : or PROJECT — — — — — EG — EDGE OF GRAVEL E. LAKE HAZEL RD C-404 SEWER LINE A � L) ~ SEE ~ Q LD o � o W oHP OVERHEAD POWER z (n � SCALE IN FEET SITE —4 W LINE QwwZ � ---- X FENCE LINE w > Oftzo C-406 SEWER LINE B W m z —r STREET SIGN T U) � w Q C-407 SEWER LINE B = Z D '0 SINGLE WATER SERVICE m W J o w C-408 SEWER LINE C = Q } DOUBLE WATER SERVICE i_- = Z o � WATER VALVE H C-409 SEWER LINE C o co a co °z C-410 SEWER LINE D CONCRETE SIDEWALK C-411 SEWER LINE E ASPHALT ROADWAY C-412 SEWER LINE F C-501 PEDESTRIAN RAMPS AND STREET SECTIONS PROJECT NO. 1 0-20-082 C-502 DRAINAGE DETAILS T ABBREVIATIONS C-503 DRAINAGE DETAILS O z of C-504 DRAINAGE DETAILS CB CATCH BASIN Plans Are Accepted For Public C-505 PEDESTRIAN RAMPS AND DETAILS 2-7 0 w CL CENTER LINE Street Construction EG EXISTING GROUND By stamping and signing the improvement plans, the Registered OWNER POWER: WATER: Engineer ensures the District that the plans conform to all District — O Z FG FINISH GRADE policies and standards. Variances or waivers must be specifically WOODSIDE HARRIS LLC IDAHO POWER CITY OF MERIDIAN and previously approved by the District in writing. Acceptance of the 729 S. BRIDGEWAY PLACE 1221 W. IDAHO STREET 33 E. BROADWAY AVENUEEAGLE, ID. 83616 BOISE, ID. 83702 MERIDIAN, ID 83642 m o FL FLOWLINE improvement plans by the District does not relieve the Registered Q Engineer of these responsibilities. PHONE : (208) 577-5501 PHONE : (208) 388-2323 208-887-2211 0 W GB GRADE BREAK (n — LLJ Cn o 2 Z GWE GROUND WATER ELEVATION BY DATE Z ADA COUNTY HIGHWAY DISTRICT DEVELOPER ROADWAYS SEWER: Q 0 IRR IRRIGATION LLJ < SKY MESA DEVELOPMENT, LLC ADA COUNTY HIGHWAY DISTRICT CITY OF MERIDIAN 0 O w ISPWC IDAHO STANDARDS FOR PUBLIC WORKS 729 BRIDGEWAY PL. EAGLE, ID 3775 ADAMS STREET 33 E. BROADWAY AVENUE Q > CONSTRUCTION 83616 GARDEN CITY, ID. 83714 MERIDIAN, ID 83642 v The Engineer of Record certifies that the plans are prepared in 208-577-5501 PHONE (208) 387-6100 208-887-2211 = 01: V N PC POINT OF CURVE substantial conformance with the ACHD policy and standards in Cw 00 effect at the time of preparation. The Engineer acknowledges that REUSE OF DOCUMENTS — G a PCC POINT OF COMPOUND CURVE ACHD assumes no liability for errors or deficiencies in the design. _ All variances from ACHD policy shall be approved in writing. The J-U-B rants to CLIENT a nonexclusive non-transferable license to use the Drawings, � PRC POINT OF REVERSE CURVE 9 � Q following variances, listed by date and short description, were Specifications and/or Contract Documents (Documents) as follows: U) PIRR PRESSURIZED IRRIGATION approved for the project: none L1J 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 Z SD STORM DRAIN C-/(fERIDIAN�- APPROVED FOR J-U-B's prior written consent. Distribution of Documents to meet regulatory or permitting (n LU SS SANITARY SEWER IpAHc CONSTRUCTION J-U-6 ENGINEERS, INC. requirements, or for similar purposes, in connection with the Project, including but not Cn fJU 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, z SSMH SANITARY SEWER MANHOLE O w This review does not relieve the owner, engineer, of contractor SUfVe staking la out unless s ecificall identified as such in the documents or m J of the responsibility to design and/or construct those facilities in 2760 W. Excursion Lane, Suite 400, Boise, ID 83642 y 9 y ( specifically ), c STA STATION p y g FILE: 10 20 082_C 001 property boundary layouts. a compliance with all current applicable federal, state and local p 208 376 7330 w WWW.jub.com k5 JUBPROJ.#:10-20-082 zTBC TOP BACK OF CURB laws, rules, regulations, ordinances, development agreements, DRAWN BY: EE,GRB m UJ 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. DESIGN BY: GRB TRC TOP ROLL CURB 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 dl - p Y g• CHECKED BY: WSW TVC TOP VERTICAL CURB not be construed as approved unless specifically addressed in THE / GATEWAY liability or legal exposure to J-U-B. The CLIENT shall release, defend, indemnify, and ONE INCH a D writing by the City. Any proposed revision to these plans must be OTHER J - U - B COMPANIES LANGDON �� MAPPING a GROUP INC. hold J-U-B harmless from any claims, damages, actions or causes of action, losses, and AT FULL SIZE, IF NOT ONE VOL VOLUME submitted for review and compliance with the Meridian City CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY N N Standards and Specifications before said revision is constructed. expenses, including reasonable attorneys and expert fees, arising out of or resulting O N W WATER from such reuse. ADVANCE BEFORE YOU DIG, LAST UPDATED: 10/7/2020 N GRADE, OR EXCAVATE FOR THE SHEET NUMBER: T WSE WATER SURFACE ELEVATION Name Date If the Documents are provided in electronic format, the electronic documents are subject MARKING OF UNDERGROUND o i o to the provisions of J-U-B's "electronic document/data limited license" found at MEMBER UTILITIES C-001 6 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) C cc i 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, co SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. PART 3, SECTION 3.4. O 0 E 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LLJ .i p O 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. Lu " "t 0 c'"? DEPARTMENT ON SITE AT ALL TIMES. 4. ALL CATCH BASINS SHALL HAVE A ONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. z U - oo -6 o = 4. ALL CONTRACTORS, SUBCONTRACTORS AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION CONFERENCE PRIOR 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 � 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. PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. NO. SD-604A TYPE IV, SD-609 TYPE I. LJJ 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS m 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 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 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. f (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING NO. SD-301 . 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 L I MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION OWNER. 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL o`` fp NOTE NO. 1 . BE INSTALLED WATER TIGHT. ��. WORK SHALL BE TO 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES 7 FAIL R. ALLOES TO CORRECT TO THETS OSUCHCWORKNWILL BE CAUSEIN ORTIAGSTOPI CIENT WORK ORDER AND POSS B EH TERMINATION. RS ACCOUNT. 10683 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, r 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. F �F 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�OTT WONT 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 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. PAVEMENT REPAIR FROM UTILITY WORK, ACHD a Z w m 11 . PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT = 2 o � az � � 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 1 . ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE � ° a ° °C FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. THE CURRENT EDITION OF ISPWC. LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY o� = zw m w Q � J � MANUAL. ° z � J n m WATER 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR �Q w m PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE 0 of � w 1 . CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING co z ° STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. z - 1E } a 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 ° `" 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 w - oJ 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 � 2 o ° Q 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. Cn (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 o ? o 0 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED w zj) To 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 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, � � Y 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 0 SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). ° co a co z 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 DISTRICT r 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 0 61 SEWER TO BE FULLY RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, INACTIVATE, Z 0 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. 1 . CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01 .16 AS ABANDON OR PRESERVE SAID UTILITIES. z N 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 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 0 w 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. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND - 0 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF > O a NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING 9 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. 0 = (IDAPA 58.01 .08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). m Q o M 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL 0 LwLJ o BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO _ z< CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN W z cn = ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01 .08) AND M Q LLJ Q SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01 .16). Plans Are Accepted For Public z - LU Street Construction Q O 2 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE WHEREVER THE SERVICE LINE CROSSES A J - z n STORMWATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). By stamping and signing the improvement plans, the Registered = N Engineer ensures the District that the plans conform to all District co 0 L U policies and standards. Variances or waivers must be specifically - and previously approved by the District in writing. Acceptance of the = ROADWAY. CITY OF MERIDIAN improvement plans by the District does not relieve the Registered Engineer of these responsibilities. Q w 1 . ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY o CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. w 97 BY DATE w 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE ADA COUNTY HIGHWAY DISTRICT o PIPE ZONE. IE w am w C4�EP,1D1AN:t-- APPROVED FOR Q o CONSTRUCTION N These plans and/or specifications have been reviewed for o W compliance with Meridian City Standards and Specifications. • C0 9 This review does not relieve the owner, engineer, of contractor FILE: 10-20-082_C-002 a of the responsibility to design and/or construct those facilities in JUB PROD.#:10-20-082 c� z compliance with all current applicable federal, state and local DRAWN BY: EE,GRB m laws, rules, regulations, ordinances, development agreements, KfIOWVVII��SW. DESIGN BY: GRB 2E specifications, orders of approvals, all of which the City retains Cali before you dig. 9• CHECKED BY: WSW a m the right to enforce. Inconsistencies not noted by City staff shall i� ONE INCH � D not be construed as approved unless specifically addressed in a writing b the City. An proposed revision to these plans must be CALL 2 BUSINESS DAYS IN IN FULL SIZE, CNOTONE ,� 9 Y Y Y p p p INCH SCALE ACCORDINGLY 0 o submitted for review and compliance with the Meridian City ADVANCE BEFORE YOU DIG, LAST UPDATED:8/18/2020 Standards and Specifications before said revision is constructed. SHEET NUMBER: N GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND o � Name Date MEMBER UTILITIES C-002 o � ao (rJ-U-B J-U-B ENGINEERS, INC. I ® U a� ® a z cz CV 01 o r J e / U) M _ \——— q Y�— PIRR—� a PIRR= �-PI RFC�-s-��I 2f�R L U) r \� �� -J — LUI " Q M 0 100 200 LLJ \> `\ - -�' / m O SCALE IN FEET CV ( \ - - - - - - - — — — — - - _ _ lie = = - - - - _ — — — _ -- - - — - - -_- - IIII) 11 = - - — 2 = —1� I / N w 10683 III 5 5 5 SITE NOTES �Q _2693 � / ly9rF of \oP IIII s — �i EXISTING STRUCTURE TO BE REMOVED. , 1 III v v \ v v II EXISTING FENCE TO BE REMOVED � EXISTING IRRIGATION RISERS AND LINES TO BE REMOVED cn EXISTING POWER POLES AND OVERHEAD LINE TO a W Q BE RELOCATED. CONTRACTOR TO COORDINATE od WITH IDAHO POWER = ¢ z0 :5 o EXISTING IRRIGATION DITCH TO BE REMOVED >- = Z m o Q OHw Ja < PROJECT BOUNDARY—,,.,, �\ \\ \� \ \ / — — — \\ \ \ \ \ \ \ 1 IN © EXISTING IRRIGATION DITCH TO REMAIN - Q � � o m - j EXISTING GRAVITY IRRIGATION STRUCTURE TO BE U) (D � w REMOVED ® RELOCATE COMMUNICATION PEDESTAL. a `� o m w J z I I I I R nP.\ \ / o I CONTRACTOR TO COORDINATE WITH SERVICE o a w zo o <n LLJW � o } > z PROVIDER oo = � � � w O w26- 0 n H EXISTING FIRE HYDRANT TO BE RELOCATED � 6 o ° Q w � HHJ \ \ \ x- II 10 J = :0:) (n EXISTING SIGN TO BE RELOCATED I _ \-- -- ___ x-- -- x-- -- x— —�— x -- — x— x x— x l X ----x-----x — � � � , N 11 EXISTING POWER POLES AND OVERHEAD LINE TO a o ? o o w w w = BE REMOVED w > � � o � 0,w < � U) � wa EXISTING VEGETATION TO BE REMOVED = � Z = � w � O EXISTING WELL TO BE ABANDONED PER IDWR m \ C I 2 a z J 12 � 13 � w � w JI 14 EXISTING GRAVEL ROAD TO BE REMOVED Z —1 CQ0�1 -ry . P21-1 z 00 w j /// // \\\ 11 \ \ \ \\ \ \\\ \ \ \ \ \ \ \ \ \ \ x F— J 3IT \\ — \\\ \ \ \\\\\ \\\\ \\\ I \ \ \ \ \ % \ LLJ o \\ \\\ \ \ \\ 11 \14 //'�� \ \ \ \ 2 I\ I �I' m Q 'm // �( — 0 cf) \�\\\cf) \\ \\\\ 1 \\ \�d \o \ \� \P/\\\� // ��\ \ \ \ � \ \ \ \\ \ \ \I I� a \\\ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PROJECT BOUNDARY Q z Q q l 7 Q z I Q w O \� \\00 Z w 12 \ r� w \\\ \ \\\\\ \\ \\ \\\ X LLI w LU o � o / I IIII \ \ \ III\ \ I ; • cq ° w �----w----- ':, --- ',,;----- ,; -- :^,;----- w----- - -- -- -� w FILE: 10-20-082C-100 a E. LAKE HAZEL ROAD 8 10 9 #:10-20-082 z DRAWN BY: EE,GRB m U DESIGN BY: GRB Krow mWl ars . 0 ^ ll mole you dig. CHECKED BY: WSW a m ONE INCH CALL 2 BUSINESS DAYS IN AT FULL SIZE,IF NOT ONE N o INCH. ALE ACCORDINGLY o N ADVANCE BEFORE YOU DIG, LAST UPDATED:9/15/2020 N 2 N ai GRADE, OR EXCAVATE FOR THE SHEET NUMBER: 43 MARKING OF UNDERGROUND o MEMBER UTILITIES C- 1 00 o � ao PIF Ri PI PIF2R ---- PIRRb --- PIRR I-J -- PIRR -b-- PIRR J--L PIRR PIRP L R ■ i I � PIRR CJU-B 8 53 7 J-U-B ENGINEERS, INC. C a� Block 1 FUTURE Z 52 J o #### E. MARDIA STREET PHASE LEGEND U) � �, M O 00 . E PROPOSED STREET LIGHT LU Fn O � I i U LU I) C? A 51 \ PROPOSED STREET LIGHT z U CU - 00 = o 13 Y PROPOSED FIRE HYDRANT 0 80 160 o L J 12 —� PROPOSED SIGN z � U) .— \ LU SCALE IN FEET CU A 50 + PROPOSED SIGN m CD CC I G A L - - — - - - - - — — — -- - - - - - - — CV -- IR I F KEYED NOTES . � ; . \ 9 I I INSTALL STREET DESIGNATION SIGN 49 3 Block 2 Block 1 I I ;._ ��` �� I Sf.ERF s � - I I \ 2 3 4 5 6 2 3 4 5 6 7 I CD INSTALL 12"08" "NO PARKING" SIGN PER IFC D103.6 TYPE "D" a �° I 8 10 I (1) INSTALL 24%30" R2-1 "SPEED LIMIT 25" SIGN 10683 ® INSTALL TYPE 2 STREET LIGHT WITH I.E.S. TYPE II LUMINARIES �9rF 48 1U PER COM STREET LIGHTING DETAIL 6C of O5 INSTALL TYPE 1 STREET LIGHT WITH I.E.S. TYPE I LUMINARIES SC�Tr WONT r - - E_ BRACE STREET - _ - - _ _ I I PER COM STREET LIGHTING DETAIL 6C 4 E. BRACE COURT 11 I I © TYPE III TERMINUS BARRICADE PER ACHD SUPPLEMENT TO 47 #### 32 20 \ 5 ISPWC SD-1132B WITH "ROAD TO BE EXTENDED IN THE 4 I #### FUTURE" SIGN o W 31 #### 1 #### INSTALL TYPE II TERMINUS BARRICADE WITH KICK PLATE PER W w W m o g 21 I ACHD SUPPLEMENT TO ISPWC SD-1 132A Q z 0 46 a 12 I RWoWo m 5 4 I I o � wm � Q w I 1 Z0z i O I #### � ¢ EE o I= 30 0- 2 22 1 18 17 15 13 I LIGHTING NOTES: � ° U' � � X 45 � � zO } Q vi \ 16 I 1 . ALL STREET LIGHT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 3 � a a , w a I VERSION OF THE ISPWC, THE MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND W m W of o > 29 3 Block 1 \ THE NATIONAL ELECTRIC CODE. o oa Z = ° > Lw z 44 1Q 23 14 2. A STREET LIGHTING ELECTRICAL PERMIT SHALL BE OPENED PRIOR TO STARTING WORK. USE n o W m °C of THE ONLINE CITIZEN PORTAL AT HTTPS://CITIZENPORTAL.MERIDIANCITY.0RG/CITIZENACCESS/ TO w o °° � I OPEN A PERMIT AND REQUEST INSPECTIONS. J o 3:c� o Cn W z 28 24 3. INSTALLATION WILL REQUIRE INSPECTIONS FOR THE CONCRETE BASE REINFORCING, BEDDING, Z o = o z \ I 43 0 4 5 BACKFILL, AND FOR THE POLE AND ASSOCIATED WIRING. w > � � o 0- Block 1 #### WW W W. 3: Z vi 4 25 4. STREET LIGHT BASE SHALL BE LOCATED 10' MIN. FROM TREES, 5' MIN. FROM FIRE HYDRANTS, _ U z \ iE LU #### AND 2 Cn MIN. FROM WATER METERS.26 L_jm W J LU 6 28 Q >_27 a 2 J � =5. KEEP ACCURATE NOTES OF CONDUIT AND JUNCTION BOX LOCATIONS. ATTACH A REDLINED ? Z ° o � O cn Q cn 42 \ Z w SUBMIT A HARD COPY TO THE MERIDIAN PUBLIC WORKS DEPARTMENT PRIOR TO REQUESTING 7 4 Q FINAL INSPECTION. 6. CONTACT THE CITY TRANSPORTATION AND UTILITY COORDINATOR (208) 898-5500 FOR 41 #### vi QUESTIONS REGARDING UTILITY CONFLICTS, OR TO ACCESS LOCKED METER PEDESTALS. ° 27 �� 25 \ �\ 8 ��9\ 29 I r o i � PD 2430I0 �\ 9 \ I I NOTE z of 40�i \� Block 3 �� Block 3 \ I I 1 . CONTRACTOR RESPONSIBLE FOR SIGN INSTALLATION MUST BE BONDED �' _ �\ 10 I WITH ACHD AND OBTAIN A RIGHT—OF—WAY PERMIT PRIOR TO z z \ , ' 23 \ I INSTALLATION OF SIGNS. O Q i I i'/ 39 \� 12 I 5 > O LLI Q j� 2 \ 22 >,> 31 z 4 i,� 14 I #### = Q 13 I m Q z \ I p (D \ \ ,� Plans Are Accepted For Public U) Z — — — — — — — — — — — ,� I I \ -�' I Street Construction 0 Q z a — — — — — — — — — — — — I \\ �\ I By stamping and signing the improvement plans, the Registered Q � I I I I \ \Block 1 4 33 I Engineer ensures the District that the plans conform to all District J _ Y \ \ 38 #### I policies and standards. Variances or waivers must be specifically = (� I I N, and previously approved by the District in writing. Acceptance of the LU J OD I I I I \\ \ I improvement plans by the District does not relieve the Registered I \\ �\ I Engineer of these responsibilities. _ W 34 I LU � I \ Q BY DATE 4o � ADA COUNTY HIGHWAY DISTRICT LU j LU W \\ \ \ I I I �� - - - LU #### z 7IC-/(fEP\1D1ANt-- APPROVED FOR C/) I LU Ln 36 I CONSTRUCTION -a I I I I These plans and/or specifications have been reviewed for N I I I I compliance with Meridian City Standards and Specifications. m I \ \\ #\ I I This review does not relieve the owner, engineer, of contractor I of the responsibility to design and/or construct those facilities in FILE: 10-20-082_C-101 o a I I Block 1 compliance with all current applicable federal, state and local JUB PROD.#:10-20-082 8 z �� 37 I laws, rules, regulations, ordinances, development agreements, �� DRAWN BY: EE,GRB m , I I specifications, orders of approvals, all of which the City retains Kr10WVNIl� S �. vv. DESIGN BY: GRB the right to enforce. Inconsistencies not noted by City staff shall Call before you dig. = ° I I CHECKED BY: WSW not be construed as approved unless specifically addressed in ONE INCH a D I I I writing by the City. Any proposed revision to these plans must be compliance with the Meridian City CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE submitted for review and com p Y INCH SCALE ACCORDINGLY o I I I 5 Standards and Specifications before said revision is constructed. ADVANCE BEFORE YOU DIG, LAST UPDATED:9/29/2020 — J L — — — — — — — — — — — CD N GRADE OR EXCAVATE FOR THE SHEET NUMBER: N #### 5 Name Date MARKING OF UNDERGROUND E. LAKE HAZEL ROAD - 101 E - - - - - - - MEMBER UTILITIES C ao I I I I I PIRR - P RR -- PIRR--- PRR---- PIRR- -- PIRR PIRR6--3--- PIRR ---- PIRR ---- PIRR- 6-E- PIRR-- -- PIR -- -6 PIRR PIRR � Q\R - ; I0 CJNU-B - - - PIRR---- PIRR----- P 1 P17 A EXISTING 6" VEXISTING 6" Cf, PRESSURE IRRIGATION NOTES \ PRESSURE IRRIGATION - PIRR- - PIRR i �01 TOP J-U-B ENGINEERS, INC. TOP TOP � 1 . PRESSURE IRRIGATION VALVES SHALL NOT BE A P1 � o� 8 7 PLACED IN CURBING, VALLEY GUTTERS, OR 0� 53 a o P15 SIDEWALKS. ( U C / `� o o 2. THE PRESSURE IRRIGATION SYSTEM IS OWNED BY z Cz N 0� a 3 SKY MESA SUBDIVISION HOMEOWNER'S J tt p A I �Ol y 101 ASSOCIATION. (n CO M o co / a wl 8 0 3. BACKUP IRRIGATION WATER SUPPLY IS OWNED O CD 00 E TOE d01 TOEd01 TOE o1 I� ~ AND MAINTAINED BY THE HOA. BACKUP SOURCE LU •U O Q0 O 0 �_ IS AN EXISTING WELL NEAR THE EXISTING PUMP LLI i Q �M U j Block 1 ® / a STATION. -6 y - 00 P1 do a 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS 0 50 100 z X p A 52 F11 1 Fp J A PRESSURE IRRIGATION SERVICE. CONTRACTOR (D LL.I M C : W P SHALL INSTALL A SERVICE TO EVERY LOT AS z U) •- o SS Ss SS Ss s - `O NEEDED. SCALE IN FEET W •� C) L ° SD FUTURE N D D 5 EXISTING 4" PHASE N PRESSURE IRRIGATION� OE TOE d01 1 � .. P1 51\ Q w o o \ TOP P - _---Block 2 oe E 13 12 O. 47.9 LF 4" PIRR d0� -_-_-- P5 TOP o 10683 70 V50 \ P1 P1 34.2 LF 4" PIRR 8.5 LF 6" PIRR 0 s E TOE TOE TOE " �e 9rf OF A 15 P4 10 14 TOP TOP TOP TOP TOP TOP 76.2 LF 6 PIRR- a ° •SCOTT WONO�, r - - ° - - - _ - - - _ 182.8 LF 4" PIRR L - - - - 14 - - - - - - - - - - - G - - - - - - - - - - - - - - - - - - - - - - 13 12 - - - - 38.0 LF 4" PIRR-^ - - - - - - - - - - - - - - - - - - - - - - 13 s � 12 P13 P9 s 12 12 1- --- P4 I I Y) w 106.8 LF 6" PIRR 478.2 LF 6" PIRR 36.0 LF 4" PIRR - - - - - - PIRR 412.4 LF 6 PI R PIRR PIRR �� PIRR R� PI PIRR PIRR w w iz w �° p P11 Pg I P1 P9 P1 P1 P1 P1 P1 P1 I I w ° w o az � � " D 1 P13 P1 P1 P8 P1 P1 P1 P1 P1 I I 40.4 LF 6 PIRR 12 P2 102.0 LF 6" PIRR 69.3 LF 6" PIRR 9 P1 P1 I o z � o m 49 \ P2 oQ� °° a 0.0 LF Block 2 106.5 LF 4" PIRR 1 38.0 LF Block 1 I (D C w 2 3 4 5 6 s 2 3 4 5 6 7 co aUou) ww z a � C° of 0 CD U_ w � O }0z = � UO w z \ I i 84.5 LF 4" PIRR P13 C 8 10 P1 I I 0Oo= a 48 wO � HH pC ° W W W I W ° 16 i W > 0 inE. BRACE STREET _ _ _ _ _ _ _ _ E. BR CE COURT _ _ I _W, W ° � Z a s - SS SS SS S, - - SS - SS s� I 2 Uj Uj ° P16co w � P13 R P13 ° P1 I I 00 = a } _j � � = z0 P 1 47 P 14 32 P3 10 _ 20 PAR s 111 ° I o �n a �n Z s P 1 ool40.0 LF Pi P4 Of aECL 67.7 LF 4" PIRR P1 �1157-4 LF 4" PIRR j P1 31 1 N 70.9 LF 4" PIRR P1 `_ I N P1 U P3 r! 21 112.6 LF 4" PIRR 12 POI I j 46 s g 40.0 LF P 1 o I I I I r o CLCQ p P1 iLLIm P7 I i N 0 5 R W Uj z N I �� P 1 19 18 IE I Z 30 N 2 P 1 17 Q w I � P1 �I 22 Ps 15 13 I III I�l IO w u1 P1 P1 I Ivi Z = a 45 66.0 LF 4 PIRR N\ I I I I U) Q o '� P1 a I 55.5 LF 4" PIRR 16 I III I Jj z I ' � P7 = z w00 J \ P1 17.0 LF 4" PIRR I m Q O Cn 54.2 LF 4" PIRR I I 0 °�° M 29 3 P1 \ 7.2 LF 4" PIRR cn Q M P1 23 P1 Q cn Block 1 , P1 P11 P8 I N 0 67.6 LF 4" PIRR P6 P1 14 z I 44 J P1 P1 � z Of C = ~ 5 P7 193.6 LF 6" PIRR - � I �s \ Pi Prt:R Q D LU w P1 P6 J Y I Z 27.7 LF 4" PIRR s 141.0 LF 4" PIRR P1 P5 P13 12 ODi of i 28 i P14 24 P1 --- P4 Z LU C/) C? P1 � N 43 U) 4 ss� w O - 3 o I P1 Block 1 173.4 LF 6" PIRR---,,-----., j 25P 1 I LLJ o s I U) \� 3 w w I I P1 26 28 SHEET C-102 0 6 ss �- = 42 \ I � �� P11 P13, 11_� P6 P1 �� !!; �� SHEET C-103 o� 1 Rn .s I F R" PIRR \ C/) 2 w PRESSURE IRRIGATION NOTES PRESSURE IRRIGATION NOTES orn_0 6C-/(fEP,1D1AN7�-- APPROVED FOR U) � P1 IRRIGATION SERVICE PER ISPWC STD. DWG. SD-902 P10 4;; TEE WITH THRUST BLOCKING IDAHO CONSTRUCTION • o w P2 10 C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER P11 6 X4 REDUCER WITH THRUST BLOCKING These plans and/or specifications have been reviewed for Co 0 PRESSURE IRRIGATION NOTE 1 ON SHEET C-002 „ FILE: 10-20-082_C-102 a NOTES TO CONTRACTOR P12 6 GATE VALVE WITH THRUST BLOCKING compliance with Meridian City Standards and Specifications. JUB PROD.#:10-20-082 8 P3 8 C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER This review does not relieve the owner, engineer, of contractor z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB PRESSURE IRRIGATION NOTE 1 ON SHEET C-002 P13 4 GATE VALVE WITH THRUST BLOCKING of the responsibility to design and/or construct those facilities inrsOW. m w ELEVATION. DESIGN BY: GRB compliance with all current applicable federal, state and local Q) � 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE P4 90' ELBOW WITH THRUST BLOCKING P14 4 END CAP WITH THRUST BLOCKING Call before you di laws, rules, re ulations, ordinances, develo ment a Y 9• CHECKED BY: WSW reements, o v TO INSIDE FACE OF STRUCTURES. g p g a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. P5 45° ELBOW WITH THRUST BLOCKING P15 CONNECT TO EXISTING PRESSURE IRRIGATION LINE. specifications, orders of approvals, all of which the City retains ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO a ; CONTRACTOR TO FIELD VERIFY LOCATION AND SIZE the right ht to enforce. Inconsistencies not noted b Cit staff shall AT FULL SIZE, IF NOT ONE co COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY P6 22.5° ELBOW WITH THRUST BLOCKING g y y CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY N N RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, 1 not be construed as approved unless specifically addressed in o �_ INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. P16 PRESSURE IRRIGATION DRAIN VALVE g by the City. Any proposed revision to these plans must be ADVANCE BEFORE YOU DIG, LAST UPDATED:9/16/2020 P7 11 .25° ELBOW WITH THRUST BLOCKING C-103 writing N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS submitted for review and compliance with the Meridian City GRADE OR EXCAVATE FOR THE SHEET NUMBER: o PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY P8 6" TEE WITH THRUST BLOCKING P17 EXISTING IRRIGATION SERVICE. CONTRACTOR TO FIELD Standards and Specifications before said revision is constructed. ENGINEER OF ANY DISCREPANCY. VERIFY EXISTENCE MARKING OF UNDERGROUND 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY P9 6"X6"X4" TEE WITH THRUST BLOCKING C- 1 02 o � PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING MEMBER UTILITIES 6 M2 FROM THE ENGINEER. Name Date a 01 336.1 LF 6" PIRR 556.8 LF 6 PIRR 26 P1 28 �J B6 SHEET C-102V 42 I P10 Ps P1 SHEET C-103 P1 tcc PIRR 160.5 LF 6" PIRR- > 173.4 LF 6" PIRR I 1-U-B ENGINEERS, INC. .6 �F n 6" 7z N� P1 P1 P3 j .. J � O P4 C F S P 1 tRNd CY) � r �. asna � 3 � � p op E if 41 � P5 cfi LU �u) P1 � 26 P1 BO P3 O �, 60.4 LF 6" PIRR q 27 25 $ ,9Y 29 _ °c 187.5 LF 6" PIRR z V Cll O .� R r� 85.9 LF 6" PIRR o X a--' P 1 CV P4 � ss (D LI"I Cz o N 24 , > - 30 P1 � � III I P9 9 I mi Cq CD fl I 40 P1 Block 3 N P1 R Block 3 10 160.9 LF 6" PIRR 23 s s s I / 230.7 LF 6" PIRR P1 s N 11 65.2 LF 6 PIRR a �� L } - P9 P1 w P1 39 59.0 LF 6" PIRR P1 31 P2 P6 12 22 10683 P1 6.5 LF 6" PIRR P6 36.0 LF P5 r' P7 P1 0 165.8 LF 6" PIRR P6 •' P\RR 63'S LF' " P4 14 P1 s P1 h �9T \OP�o PIRR p�ffiR P4 P5 S LF 6 6 P/RR !y F OF R ag' ` P1 P1 13 S�OTT P3 P9 c1f, P13 Q� P12 s s j !t � h1 � CL s Q 21 P5 I LL- P1 P1 32 OR P4 �� P1 a ~ w �'oo ss P1 j 3 = 200 � P3 >- W OUw0 27.3 LF 6" PIRR a' P1 o � wm � a P12 A% }Z � � CQ m P12 378.8 LF 6" PIRR P1 33 I o < Of Of M a I fn � z0 � -, P5 P1 a i P4 j Qa � w- P6 P1 3 0cnz z IRR ss omwly 0 Block 1 LL w 38 z o P1 636.5 LF 6" PIRR W now m 3 D o = a \ ss / 11.8 LF 6" PIRR 34 I � 0 _ � � ? w I Q L 9 0 W P1 0 P5 jI I z � � � � I _ � 3 � � � o � � 0� w � z P12 p�'-•� �R/V/fib � Qwo � Y II = OfzDcn 23.5 LF 6" PIRR I N � ofJ of P5 w cV l 3 00 = a_ >z p -i Rk P5 35 P6 O � ornarn z (: rSTANDARD MANHOLE P5 SS P1 � FRAME AND COVER 79.1 LF 6" PIRR s P1 s x OR METER LID RR / P9 Is / s I I 24" CONCRETE OR PVC PIPE, P12 o OR APPROVED METER TUB 2j » S 50.9 LF 6 PIRR I co 6" RR P2 36 PjRR P 36.0 LF I O � 1 1/2" CURB STOP - P1 1 1/2" TAPPING P5 z o SADDLE BALL VALVE P1 52.5 LF 6PIRR P3 o MAIN LINE P9 P1 60.5 LF 6" PIRR Z w 71.8 LF 6" PIRR O z LU - a P3 >P4 Block 1 TO 0- 9 37 u I z w 1 1/2 GALVANIZED � Q O 9 IRON PIPE 63.0 LF 6" PIRR P1 s 0 D Q 0 2" WASHED DRAIN ROCK a MIN. 2 CU. YD. j U) NOTE: 131.3 LF " PIRR z Pft 0 Q = INSTALL MAIN LINE DRAINS AS REQUIRED TO P6 W PROVIDE COMPLETE DRAINAGE DURING WINTER P1 3 w SHUT DOWN OF IRRIGATION SYSTEM. 0 W Y PRESSURE IRRIGATION DRAIN P6 P3 I W cn N SCALE:NTS i 1 W o co PRESSURE IRRIGATION NOTES oUj Q a P1 IRRIGATION SERVICE PER ISPWC STD. DWG. SD-902 - W- W----- w- w- d3 - -----d3 - -- d3 -- --d3 - d3-----d3 _-__ - w-- I- w -- -- - ---- -- - ----- ---- w ---- w LU 10" C-900 PVC SLEEVE CENTERED UNDER ROADWAY PER - - - - - - - - - - - - - - - - - - - 2 P2 E. LAKE HAZEL ROAD o PRESSURE IRRIGATION NOTE 1 ON SHEET C-002 w P3 90° ELBOW WITH THRUST BLOCKING z (n w P4 45° ELBOW WITH THRUST BLOCKING Cn 0 P5 22.5° ELBOW WITH THRUST BLOCKING C��fEPIDIANt-- APPROVED FOR P6 11 .25° ELBOW WITH THRUST BLOCKING NOTES IDAHO CONSTRUCTION E z 1 . PRESSURE IRRIGATION VALVES SHALL NOT BE Cz w _j P7 6" TEE WITH THRUST BLOCKING PLACED IN CURBING, VALLEY GUTTERS, OR These plans and/or specifications have been reviewed for • " U SIDEWALKS. FILE: 10-20-082_C-103 J NOTES TO CONTRACTOR P8 compliance with Meridian City Standards and Specifications. w 0 6 X4 REDUCER WITH THRUST BLOCKING 2. THE PRESSURE IRRIGATION SYSTEM IS OWNED BY This review does not relieve the owner, engineer, of contractor JUB PROD.#:10-20-082 z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL SKY MESA SUBDIVISION HOMEOWNER'S of the responsibility to design and/or construct those facilities in DRAWN BY: EE,GRB m w P9 6 GATE VALVE WITH THRUST BLOCKING ASSOCIATION. Knoww1mrs below. U ELEVATION. compliance with all current applicable federal, state and local DESIGN BY: GRB 6 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE P10 4" GATE VALVE WITH THRUST BLOCKING 3. BACKUP IRRIGATION WATER SUPPLY IS OWNED laws, rules, regulations, ordinances, development agreements, Call before you dig. CHECKED BY: WSW E U TO INSIDE FACE OF STRUCTURES. AND MAINTAINED BY THE HOA. BACKUP SOURCE specifications, orders of approvals, all of which the City retains ONE INCH m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. 7i D 1 IS AN EXISTING WELL NEAR THE EXISTING PUMP the right to enforce. Inconsistencies not noted b City staff shall a THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO P1 1 PRESSURE IRRIGATION DRAIN VALVE STATION. g y y AT FULL SIZE, IF NOT ONE CO. ' COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY G103 0 50 100 not be construed as approved unless specifically addressed in CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY T N RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, 4. CONTRACTOR SHALL VERIFY THAT EVERY LOT HAS 0 o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. P12 EXISTING IRRIGATION SERVICE. CONTRACTOR TO FIELD A PRESSURE IRRIGATION SERVICE. CONTRACTOR writing by the City. Any proposed revision to these plans must be ADVANCE BEFORE YOU DIG, LAST UPDATED: 10/7/2020 0 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS VERIFY LOCATION SHALL INSTALL A SERVICE TO EVERY LOT AS submitted for review and compliance with the Meridian City GRADE OR EXCAVATE FOR THE SHEET NUMBER: EPRIOR TO NGINEER OF ANY DSCREPANCYONSTRUCTION ACTIVITIES AND NOTIFY P13 5'X10' BOOSTER PUMP NEEDED. SCALE IN FEET Standards and Specifications before said revision is constructed. MARKING OF UNDERGROUND C- 1 O� 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY PROJECT OR EXTENSION OF PROJECTS) EXCEPT BY AGREEMENT IN WRITING Name Date MEMBER UTILITIES 6 M2 FROM THE ENGINEER. a o - - � � 11 II I I / - ear b 15 GRAVITY IRRIGATION LINE G5 -moo � �__ - - _B 1� G2 2J -- - - EG - - EG --------- - - - - - - - - _ - - - - - - - - - - - - - - -___- - - - - - - - - - - - - - - - - - - - - - - - G4 GI Box 8 ore it I J-U-BENGINEERS INC. GI BOX 3 G2 G2 GI BOX 4 0 GI BOX 5 G2 Q - - _ _ EG GI BOX 6 G2 G4 GI BOX 7 I i - - 2+ - 3+00 -4+90- - - - - - � - - - - - - - - � - II i - - --- - - �_- - - - - - 7 oo li I U O II I /� - - - -- �- - --- - - - - R - - I' I zcz N Lt cn G3 I �jj W � O\ i I LU •u) Oo0 coo II - 30' GRAVITY PRESSURE PRESSURE I N I Lu " " Q m IRRIGATION IRRIGATION LINE \ /IIII I I I EASEMENT IRRIGATION LINE f _ z U - o x •- � cal � I \ � IIII IIII LJJ � �_ � CO I I III I L \ \ �� I Lu 0 \ I IIII \ '6 2694 m � C I I 11 \ 269 9S / I i Cfl G CV \ \ IL l GRAVITY IRRIGATION �699_ I DITCH TO REMAIN iI If If • i ■ II +; ' +:•• r ,.I \ \ I II OPEN �2) L 8'w 8'w a'w a�lr 8'w 30' GRAVITY \ • 8 8 - - - - - - - - - a� - - '� \� \ \\ \I\ y IRRIGATION - 10683 - EASEMENT � �n o \ \ 2701 - I iII 9"r �oP - - -2702 i � � �' � � � � I I III �oTTWooil 11.1 lei N + I STEPS MOUNTED TO BOX PER U) \ STEPS MOUNTED TO BOX PER w \ o \ \ ISPWCSD-618. CENTER STEPS o ISPWCSD-618. CENTER STEPS 2 ON COVER OPENING HINGED BOX COVER 2 a z w a ON COVER OPENING HINGED BOX COVER c_1o4 c-1o4 � w w v \ I PRESSURE �� -- _ \ o\ \ / - � zQo >- wOOwO� ° O = z m w Q O Z � J Cn m O Q �' O O '6 ax e" � � � � � � a � ma N ° A N N ° � � Z_ O J ° ° Q d z Q m ° � ° ?§ 0j Q a H W m 15" PIPE o o N a 'omwJ O o b J N 15" PIPE _ 15 PIPE Ln oaw � o 0 ° 15" PIPE 15" PIPE 0 Z w o - > z g z 4.0' 15' PIPE 15" PIPE 4.0' - ai O � O w m w 0 \ \ I V III v v � � H U � v _j zo) w Q - wiz o PRECAST CONCRETE Z o o ~ PRECAST CONCRETE a v IRRIGATION BOX. w > W z o a IRRIGATION BOX. REINFORCING PER � w � z I III II \ \ a REINFORCING PER MANUFACTURERS � � w Q \ \ _ MANUFACTURERS PLAN SECTION A-A RECOMMENDATIONS = � Z Z) �_2707� \ \ in SECTION A-A RECOMMENDATIONS HORZ 0 50 100 �, w J w GRAVITY IRRIGATION BOXS 2-7 DETAIL = a > \ - z 3 = o I I I I I I I -2708- / �\ \ GRAVITY IRRIGATION BOX 2 DETAIL SCALE:NTS o a z 1 VERT 1 SCALE:NTS STEPS SPWCSDOUN8TEDENO BOX PER 0 5 0 PLAN 2 SCALE IN FEET II -27 - ON COVER OPENING HINGED BOX COVER c-1o4 2x3x3/16" STIFFNER ANGLE ALONG PANEL EDGE, BELOW GRATING. ° a III .1 / �2710� i / COPE VERTICAL LEG AT ENDS TO ALLOW HEAVY-DUTY HINGES 09 GRAVITY IRRIGATION NOTES r o I I I I I I \ / _2711- ANGLES TO FIT BETWEEN CONCRTE WELDED TO ANGLE A WALLS. _ _ 1 O I I - -2712 G1 BUILD IN PLACE GRAVITY IRRIGATION BOX c-1o4 I i 713- - - ' �I �i c� co III / I 2 z E � G2 BUILD IN PLACE GRAVITY IRRIGATION BOX e -.. � ,2714- - - � � - - - - � � � \ WELD 2"x1/8" FLAT p �S" A P\P � � z o I I I I I / BAR STEEL AROUND 0° 0 �z'`°F o �� b N �\ PERIMETER (TYP.) w w w c-1o4 O 0 0 z NORTH SIDE� � G3 MATCH EXISTING DITCH INVERT _ w I I I I I Nb_ - _ ? 15" PIPE 15" PIPE I I �`L� /i �/� ^ �� \ 3/4" S.S. ANCHOR BOLTS WITH ~ = 4 0' 4 -�- o G4 BUILD IN PLACE GRAVITY IRRIGATION BOX z 4-IN. MIN. EMBEDMENT WITH c-1o4 Q a I I / I i �j\�� WASHERS AND REMOVABLE NUTS G5 CONNECT IRRIGATION BOX TO EXISTING 36" - O J I I I f - - - �16/ice / i � � � � \�� (TYP. OF 6) ° a ° a RCP PIPE 0 = o / / , _ / _ _j �� ' 2.5' 4 LBS/SF EXPANDED a a ° ° ° ° a PRECAST CONCRETE m Q O i _ �S / - / STEEL TOP (TYP.) IRRIGATION BOX. 0 / - - REINFORCING PER PLAN Q o / -2� ` - - - FIXED HINGED MANUFACTURERS z a / I// ` i ZO/ /� - - PANEL PANEL SECTION A-A RECOMMENDATIONS �/ / �21 ' HINGED BOX COVER GRAVITY IRRIGATION BOXS 7 & 8 DETAIL 2-7 Q SCALE:NTS 4 SCALE:NTS L Q � 2705 J } NI 2705 = w � 0 N O W 0 2700 2700 w d w W C } = PROPOSED GRADE w ® � OF z 2695 GRAVITY IRRIGATION 2695 wco ___ EXISTING GROUND ------ _-_ �� --- -_-��-_ 64.0 LF 15" PVC ® 0.32% / \ _ ® q OF GRAVITY 16.8 LF 15" PVC ® 0.41 0 134.1 LF 15" PVC ® 0.31% 237.3 LF 15" PVC 00.31% / IRRIGATION -E - / cq � 193.4 LF 15" PVC 0 0.31% _ 2690 GI BOX 2 268.7 LF 15" PVC ® 0.31% -- - - -- 323.5 LF 15" PVC 00.30% / 2690 FILE: 10 20 082_C 104 a STA: 2+64.13, 0.00' L GI BOX 4 JUB PROJ.#:10-20-082 is RIM: 2697.84 STA: 7+04.81, 0.00' L DRAWN BY: EE,GRB GI BOX 7 w 15 IN: 2691.83 W ca RIM: 2694.80 STA: 13+76.02, 0.00' DESIGN BY: GRB -0 0 15" OUT: 2691.83 (E) 15" IN: 2690.50 (W) RIM: 2694.50 CHECKED BY: WSW 15" OUT: 2690.51 (E) GI BOX 6 �15" IN: 2688.49 (W) ONE INCH 2685 STA: 10+47.49, 0.16' R 2685 GI BOX 1 GI BOX 3 15 OUT: 2688.45 (NE) STA: 5+06.41, 0.00' L GI BOX 5 RIM: 2694.64 IN FULL SIZE, NOT ONE co o INCH. ALE ACCORDINGLY STA: 1+25.00, 0.00 15" IN: 2689.48 (W) GI BOX 8 o RIM: 2696.11 RIM: 2696.22 STA: 7+73.81, 0.00' L LAST UPDATED:9/29/2020 15" IN: 2691.10 (W) RIM: 2694.80 15" OUT: 2689.48 (E) STA: 13+98.81, 0.00' RIM: 2694.50 o N 15" IN: 2692.25 (S) 15" OUT: 2691.10 (E) 115" IN: 2690.30 (W) 15 IN: 2688.38 (SW) SHEET NUMBER: rn 15" OUT: 2692.25 (E) o 15" OUT: 2690.30 (E) a� 2680 36" OUT: 2688.38 (N) 2680 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+0014+24 C- 1 04 ao 90 \ _ - Cf) ---- PIRR---- P RR --- PIRR--- -- -- PIRR-1=-L PIRR--- - PIRFb-�-- PIRR--� IP RR��-_� PIRF�=_��-PIRR��_ PIRR- 1- PIRR PIRFZ J \ _ J■V■B -- PIRR- - PIRR----- 07 /� \ \ / � - - - - - - - - - - - - - - - - - - - - - - - �� 1 �p� / II J-U-B ENGINEERS, INC. � O ---- PIRR- -- FyRR i P53 �°� / 8 7' ,/ Q \ , \ \ / \ I I ( Z � N AD:690.3f - 1 \ \ \ - i / /i�\ I PAD:690.4f PAD:688.8t I \ I / _ / A ��oV I J M A I J 1 \�- -1�I / - aCI �L- �\ �/ \ I I / \ 11 I W Fn p o - - �9� - _ 1 I f 1 I I J w Q C! i - - - J I IIt - - - - III \ /� � I - - / \ \ t I �I I Z v - 0) - �52 / / I V 0 50 100 W Cv I � � I � � / `�'v\ // �� I I Z � � c � PAD:691.1 t �� E. MA D A TREET 268 / I \ \�\ / / W '� 0 SCALE IN FEET m O FUTURE I I - PHASElock \_ 51 1 I / - v I II 11 PAD:692.5f /�� \ \\ / / // - I \ / 12 I / - _ _ PAD:688.8f - - - - - - - - - - - - \ - J - - - - 10683 V l � - 1 50 _�\TOJ 69 - - - - - - - / / - _ - - - - - - - - - - - - - - _- - - - - _ � � / / � \\\ - �y9rF 0f _ - NO -- O _ - -�--� - fR= - - - - - - - - TOP -T0� - - - Tor - _ -_� - - - - _ _ _ _ _- _- _ - _ - _- _ - _ _ _ _-_ - - IJ -- _ - - - - _ - - L - - - - _ - _ - - - -- - - - - - - - - - - - - - - - - - - - - `7 - - 0 - - 0 - - - - - - - - - -- - - I- -_ EG _ _ - �_ _ _ mamma 1 - - - - - - - - - - ==1- - _- - ____ -_- - - - -__- __ / z z - - - = wwv � I � U) 700.00 697.86 696.46 696.13 695.81 695.25 - 595.00 694.73 694.56 694.92 694.86 694.34 695.10 694.50 I I u¢i o Q 0 I I 26g v i � wU W I- II�III� �I 1 - N 9 I �z � m Q 26g3- PAD:693.8f 0) 0 u a � I- - 49 Block 2 - 4 Block 1 � NI z m g 694.50 694.50 I w z _ z 2 3 2 4 5 6 2 3 5 6 7 a 697.56 700.38 70 �9s m PAD:693.9t o ¢ o z o O IIII I III / PAD.699.Ot PAD.696.9t PAD.695.5t PAD.695.1 t PAD.694.8f U PA6.694.0t PAD.693.7t PAD.693.9t PAD.693.9t PAD.693.3t / 2 I 0 z = w O \ I \ \ L0 (L / w L 6 Z \\ \ v) / 10 I wowm \ I � n oz � g \\ VIII I� v -48 vv � v 8 PAD:693.5t j ILwu ° � � � i l IIII v v ss5.25 695.00 I I J PAD:701.Of \ Z ? o 0 701.85 698.06 696.46 696.13 695.81 694.73 694.56 694.92 694.86 694.36 693.85 / Q 0 w oz I I II I I /I/ v 693.74 694.00 / w > � I_ - � 0w § z 1/I 700.2' 703.93 p / w uwi Y \� I� 111 E. BRAC STREET \ E. BRACE COURT _ O Z W U) uj \ V11� \ - - - - - - - _ �A V111II V �v \� � � 6g� 26g5 � �� 11 I I � � izo 0 �47 v I I � 0U) < U) z I�1 I OS 705.63 32 696.58 696.26 _ 696.26 = 20 694.66 694.98 694.80 0 I 706.95 695.32 695.32 693.32 N 694.00 VA I11 I 704.7s- 70s.72 v 31 21 � 19 18 I I \\ 1 I \ \ \ - - PAD:695.9t \ PAD:695.9t \ PAD:694.0t PAD:694.Ot 12 I r o IIII \ \ \ 46/ '15' 10 PAD:695.2t \ \V \ \ 694.03 PAD:693.Of N \ III li \ \ \ PAD:708.5t TYP. g 696.17 26gs 693.61 Ni \ I , \ \ \ \ \ \ 6g 70...58 696.86 696.86 696.86 \ / N I I Q z I 696.86 \ 00 I / I I A 1 \ \ \ L m -- 5 PAD 693.1 t 694.00 694.00 0 N I II �/ 7os.15 709.50 , _ _ 0 2 0 w I II I 1 \ v 30 696.17 16 I �VP O w I II I I I I I �o , - \ \ PAD:696.3f \ i PAD:696.1 t \ = I I IIII vj 22 PAD:693.Of 13 I C/) I \ I 45 v 696.65 \ PAD:7 0.4f I - v \ v PAD:695.7t 15 PAD:693.6f I 2 I vi I I I I - O z I I / / 711.33 697.28 697.28 697.28 697.28 II 0 I IIIIIII I I o A \ 694.65 694.65 I m Z w 111 708.76 I -� v v v v IIII 711.91 T v v I Q m I I 1 I \ 29 \ \ 3 697.12 _ / J/� IIII cn � � N / � Z I III N I I / Block 1/ w PAD:696.7f \ \ \ PAD:696.6t - - _ 14 I (n IIIIIII \ o I I I 44 Z _ - \ \ \ \ s9s.s5 23 -2697 694.97 - - _ �s z 0 I I I PAD:711.Ot I \ PAD:696.1 f _ �694.76 - - - -- -- `9'S - - PAD:694.2t z Q I I I III I I I o I / 712.32 697.71 697.67 v v 697.66 697.66 v 697.60 694.44 r - v v 697.57 0 0 Q I I IIII I ) N� vi -- - v v v 698.05, 696.30 696.30 I fY Y III 709.51 712.49 \ v v 698.35 698.38 696.20 696.30 $HEFT C-201 LL a I T = � mi67 1� W CID \ i V � - - PAD:697.Ot 9I / I II 1 �ti NCO _ v v V / 4v \ sss.00 v 2 I SHEET C-202 - v v697.99 698.06 PAD:697.Ot \ v 697.12 PAD:696.6t I PAD:71 4 v v it 0 I� I IL // �2�0 / 712.88 697.99 �• v v v ,97.99 v V v \ v (f) 0 1 / -- 698.06 \ I A I Lu III \ 709.05 / 713.01 O \ 697.12 Block 1 `- - - C Lu I AI I� I I 1�� I \ V PAD:696.1 t �2699� 25 _ - 0 /I I I - 699.00 i�� 697.60� PAD:697.1 t 28 I �/w ( . IILL�I 142' / / 2�� ry cc Cl� w NOTES TO CONTRACTOR NOTE EARTHWORK 99-o SUITABLE SOIL FOR FOUNDATIONS MUST BE CUT: 107,863 C.Y. ROADWAY NOTES N z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE PLACED WITHIN 12 OF THE TOP OF PAD z ACTUAL ELEVATION. 0 w ELEVATION. THE ENGINEER OF RECORD OR A FILL: 107,299 C.Y. m _j LEGEND GEOTECHNICAL ENGINEER SHALL CERTIFY 0 _j MINOR COMPLIANCE. O 5' WIDE GRAVEL PEDESTRIAN PATH FILE: 10 20 082_C 201 a a EXISTING CONTOURS NET: 564 C.Y. EXPORT JUB PROJ.#:10-20-082 0 z MAJOR - - O ROADSIDE BERM, HEIGHT VARIES, SEE CROSS SECTION D ON SHEET DRAWN BY: EE,GRB m MINOR PROPOSED CONTOURS NOTE: C-501 DESIGN BY: GRB a MAJOR 1. EARTHWORK QUANTITIES ARE BASED ON o PAD: 22.8t PAD ELEVATION NEAT LINE CUT/FILL. A 15% MATERIAL CHECKED BY: WSW a m SHRINKAGE FACTOR HAS BEEN ASSUMED ONE INCH FIG ELEVATION FOR FILL MATERIAL. AT FULL SIZE, IF NOT ONE a � •32.82 2. ROADWAY EXCAVATION CALCULATED TO rn INCH SCALE ACCORDINGLY N o SUBGRADE. o NON-STRUCTURAL 3. ALL REAR AND SIDE YARD SLOPES ARE AT LAST UPDATED:9/29/2020 CM L FILL AREA 2:1 UNLESS OTHERWISE NOTED. N T 4. GRADING CONTRACTOR TO FOLLOW SHEET NUMBER: o f ROADWAY FLOW DIRECTION GEOTECHNICAL REPORT RECOMMENDATIONS FOR OVER EXCAVATION AND PLACEMENT OF YM FILL. C-201 oM d 0 I III i 29 3 \ s97.12 14/ \ J-U-B ENGINEERS Block 1 / \ 696.65 - _ - , INC. - - 23 IIII11 � �I - - 144 // \� \ \ 697.67 697.66 � 697.60 0 - � � A V � � � 698.38Aar,. 1/ 20696 -201 O . (� (fl co Ico 43 _ v \ sss.s3 v - - \ _ y - SHEET C-202 O os9 w �7.99� 8.0s 28 24 0PAD:711.4f 4 697.12 1 I I W � C) M -6 \ PAD:696.6f o6 � 712.88 699.14 PAD:697.Ot \ \ �697.99 698.06 I LLI � p g _ _ I .� ( I 712.32 713.01 �. v Block 1 - v I z j � c � �709.05 697.12' S �I w - PAD:696.1 f - - 25 697.10 - - - - v / w 42 / i \ \ 269) PAD:697.1 t 98� 28 m p 0- to 699.00 � " - v 697.60 Z - - � \ \ � 26 7 � � �- / \ \ \697.41 �\ \ 721.98-723.44 \ 723.68 �� A � � \ � PAD:696.4t J 70.97 713.18 ' 713.74 - - - v v v 698.30- - - 1 - yvA V 723.98 A 698.05 27 - - - I L - J 41i - \ , 8 697.69 / �� _ - - � S 698.00 i a � � PAD:696.7t � A � 698.00 � 698.38 �6�3 - - 701.98 702.00 I 1 \ 697.98 8 I s� pro 698.60 9 29 !y F OF I 714.02 ' 716.23 PAD:722.9t _ PAD:723.2f �25\� \724.20 \ � \ 698.70 k� 698.31_ i 40✓ / i - -y - - - - _-- - - � �� \�� v�24VVA� v � � ��,I, � V 3 Block 3 i �. \ p9 10 \ 30 � - - _ 723.68v vv � v � v � � i PAD:716.7t -- -- - - - �� PAD:723.7t �� \ 2j�� PAD:697.3t \ I Y) �\ 698.63 \ PAD:701.Ot I oLu 700.65 z z ¢ 724.50 698.80 OS w w vv � � A 11 703.50 z2U) �'1. ��- v \� �Block3�, v v v v v \ I i u ¢ z 699.05 IL 10 ¢ 719.22 / i i i _ v v A \ V A PAD:697.6t >- u> o w p oC 719.26 - - A\Vv v V\ \ v PAD:724.0t \ A A \ \ 12 �z � mU) m 702.16 I p � a 724.82 V I c9 w w 699.30 \ v �J 7 V I v� � zo � � I ¢ omw - \ � V A �'��V A22 �V " 14 13 PAD:7o2.5t � �� EDzw Lu o 719.70 / \ 724.50 699.50 \ PAD:698.Ot oaU-) 0 U) 719.79 / , _ - � A \ \ \ PAD:724.3t � V Al 723.55 / \ \VA V A VA� \ A v o oz i ov � w O � r 706.8C w 11 0 � 705.34 � gwowm m viiv / V v vvems v \ vv vv � v � v v �° s9.07 1 32 �II I Q ; o o w 724.49 I � � sz o z � 724.8\ \ \ w' o o - N I \ \ \ `y PAD:705.8t I I I ¢ w w = PAD:724.5t \ \ \ \ w > L o `K �� \ �� \ \ \� A 724.16 � wm � Q QU Ow w nY I \ �`L°�°\ \ VV �\ \ \\V A\ v \V V \\ \\ V 723.83 708.72 709.50 I �� O m w ILu r w 2 ¢ >- J \\ \ \ V A V A \ \\ 20 V A A \ V 708.75 o n a o O �� Ld 33 � �. � � I C9 I \ \ v v v \v v �725.00\�\ � � \ \ \ � A v ,v v v �\v v 19� � l / • � I�� 11 J l� l/ � , PAD:7o8.5f � v ��I I . I v v v v v vvvvv a \ Un \ \ \ \ \ \\ \ PAD:724.0± �8 � � 710.64 � 711.40 III 2 Bock 1 \ y.\ \ �\ - \ - \ \ �� --721.95 \ II 724.48 - PAD:723.7t � 5 34 � � N i i i i \ - , , A ,, V ,� VA A , A ,A A , 1 -- I� O PAD:710.4t I z a� v vv �� y v 16, N \ v y y v PAD:723.0± V I Z b \ \ y v�� v �723.83-' �y � �� v � �wA� �� SPA :75 .7f 712.65 � � � 713.40 I 0_ �� t D 22 III U \ \ \ \ I - 0 Z \ \ \ �\ \ \ \ \ \ \ \ \` i \ \ \ CD � \v \ _ _ y � y A'V � y � � � \ \ J o �- - y Av y v \ v A PAD:713.2f i I m Z I v \ \ \ /I I Q m _ U, v - v \ ��\ - �_ I I (f o �� _ - -�� \ �� A � � �A� � vv \ vi v 716.80 /II Q I 1 \ �\ ^o \ \ \ \� '717.49� \� 36\ Y \ M°j PAD:715.8f \ \ \�\� -� I J UL �� ROADWAY NOTES I i i y y y y v - I z \ � w 5' WIDE GRAVEL PEDESTRIAN PATH ��\�\ \ �17ao _ �2 TOP OF RETAINING WALL = 2715.00, TOE OF WALL (FG) = 2715.00 I �� vABlock 1 A - C� \ \\ w �3 TOP OF RETAINING WALL = 2715.00, TOE OF WALL (FG) = 2710.50Cn I y v V vV� Av V�37 V \\ \I w \ \ PAD:716.3t \ 1 G o ® TOP OF RETAINING WALL = 2715.00, TOE OF WALL (FG) = 2713.00 \ \ \ \ \ \ \ 1 49.41qrr z 0 50 100 90 LF RETAINING WALL BY OTHERS \ \ \\ \\\\\ \\\\ \ \ \ \ \I w g ROADSIDE BERM, HEIGHT VARIES, SEE CROSS SECTION D ON SHEET I 7i7 30 \ �X \\ \\\ \ \\\ \ I -- O C-501 I \ \ \ 717.30 m o SCALE IN FEET O PRIVATE ACCESS FOR EXISTING HOME OWNERS I 00 I N ® 12' WIDE GRAVEL DRIVE FOR PRIVATE ACCESS TO OUT PARCEL z ow U I 1 FILE: 10-20-082_C-202 O J z J / I DRAWN BY: EE,GRB w JUB PROJ.#:10 20 082 m U I \ DESIGN BY: GRB o \ CHECKED BY: WSW FL m ONE INCH - \ AT FULL SIZE, IF NOT ONE rn W \ INCH SCALE ACCORDINGLY JUB - - - - - - - - - - - - - - _ o� No LAST UPDATED:10/1/2020 O N_ O � E. LAKE HAZEL ROAD SHEET NUMBER: o -0 C-202 ,o. .N Uc�n-C-300 �J•V-B � E. MARDIA STREET J-U-B ENGINEERS, INC. U a� E. MARDIA STREET Z SEE THIS SHEET RIGHT S. PIONEER TRAIL WAY J tt o E. BRACE STREET E. BRACE COURT SEE THIS SHEET LEFT - - - 1 co co \ I I 1 \ I �/� C - - -C-307 co �? 0C o 0 0�0 E •- V \?689- � BIOCk 4 �\V P `�' I _ w 00 U LU LU i O r- �U 2691 ■ I I O ' \ /ZbVU8 N \�� - N N I O d `') ` Z U Q� O 2691 o 0 9x�.o 53 \�F / - -� I w w ' x +-' C= CV \ SDMH H3 �j9 '11,9 / z i m U 0 Cz N _/ 11 \ 2 s \(All LO I o o C5� s o Z LLI \ i 2 o Block 2 `rFy�/� ( �I I� ��°� II \\ N N Q7 z I N a - �e0� � w i \ / �z \ / C-505 / 13 2 % syF \ / _ v I \ \ + w N �' w CO n qy _j I � � Block 4 �I I I I I Tvc '�o ,Qx s�,c' / a / �G - N CA U) $ / MW ��I I �s�o I I 4 �/696.20 , '� / + o / To/�_ - ai �� _ � ��QO i - ��OL- O O N � z - v I I o c� Q� QQ 3 O / 2 ZEE co TO1�m G 6 NC \ F Uci 10 f _ f - _N �Q` '� 9�Of � R� I I Coo i / ■ r r� �� 13 + 3 G°' 3 `� 5 / ITVC III I Block 1 S, fC/ z � I RF ` - I v 52 P - F o � - c, 2 °- s T s l s T s l G 1 m rn N �'� o 0 9 � 2 9 �� ti� 6 �� 10683 w 1 d" \ ,Yell0 - w �� 9 W 1 +00 � o Q s A 1 o I I1 9y p 1 CZ 0 694.49 s ss S l p 7 ?6+ G� \�\ �� rno I� � , I I �I � ,p SDMH H3� �� 8 � 0� o ,Q� - �� 7VC 2 - / r �• G p. G '< 0, 6 p G �' 9 !y f O F yW T- - W��pN�'h W \ \ �� o°j/ o V. �,II 1II\ \ 2692 ' / 6 0 __ 6�0' o S��TT WONT r D 1 0 I V `� I / o. - 6 +00 6 \ 8+9 _ S ` I I ��' - D1 / D1 / INDEX MAP !f � s9 x c � - -- - _ _ _ SS - - SS `S 6+' Ss s9� I TRC 4� A �0 G� II = u% �sg A TOE - - C-309 01 I or r TO - �_ _ C' A I - I - / _ -- T - - m� M D1 I �� 2 -oNi ��\� E. LAKE HAZEL ROAD z z Q 5 - II I A 6�C' a+o � a+I- + m < z � co 0 6p `L N c5`O I I I I , \ 2 RS o , c� o ao c9 I � � / ' I f J \� / �N/Y cnzQ0 \ ` 2 - �i d co - c0 , , I \ �� , 10 ROADWAY NOTES o J I CDn C7 2691 _ �2 .+ �� `ODD - - - I \ \ -T9P- I / }'c � QU m I rn EP 00 L) � � TOE - +o I 50 0l I I I \ \� TOP =__-Block 2 - I 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO o j w \ / `° I I I / / III \ X- T 13 ISPWC SD-702 z oLL N Z Q m 269 t / - C2 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC a o_ w / Block 1 / I I - \\ _ _ � SD-709. 2.0% MAX. CROSS SLOPE. a o m w J o I � � 53 / 52 I / T0E-/-- S=�T° I / 695 / \ s �`O,�_ _ 12 0 „ » o Q Z O �n _ J - I s4s44 Q 03 PEDESTRIAN RAMP TYPE A PER ISPWC SD-712A WITH \9 �X�G� / FTOE- DETECTABLE WARNINGS PER ACHD SUPPLEMENT TO ISPWC y o o d0 � \ SD-712 o 0M: < i _ S. PIONEER TRAIL WAY ® 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO � -- - - - - obi' ill w = o cn HORZ 0 30 60 SEE THIS SHEET LEFT ISPWC SD-701 z ? 0 0 •� 5" TRANSITION FROM ROLLED CURB AND GUTTER TO ROLLED w : o VERTICAL AND GUTTER PER ISPWC SD-707 w W W. Z S. PIONEER TRAIL WAY VERT 0 5 10 E. MARDIA STREET © SAWCUT PAVEMENT (2' INSIDE EXISTING EDGE) PER ACHD Q W o u Y ROADWAY NOTE 5 ON SHEET C-002. ALSO PER ACHD o Z W PUBLIC ROADWAY SCALE IN FEET PUBLIC ROADWAY SUPPLEMENT TO ISPWC SD-303. MATCH EXISTING. m = Q } � H 2 z O MATCH EXISTING CURB, GUTTER, AND SIDEWALK 0 co a co 0z 2705 2705 2705 2705 DRAINAGE NOTES 84.00' VC 30.00' VC PVI:8+88.03 (269 .55) PVI:9 59.94 (2695.65) D1 STORM DRAIN H. SEE DETAIL 6, SHEET C-503 LP:8+46.03 2692 07FG HP:9+ 4.94 2696.00FG 30.0 ' VC K:26.56 AD:3. % K:1 .77 AD:-2.0% 50.00' VC 0 PVI:10+50.0 (2691.22) r L o N Q 0 HP:10+35.0 2691.37FG PVI:1 1+34.00 (2689.23) o W LO M r M co rn o rn 00 � o � K:22.00 AD:-1.4% LP:1 1+59.00 2689.1 1 FG � 2700 0 � + 01 m c0 2700 2700 + - 2700 O W "' 0 O Q 00 N �� M� �t00 I-O � o COc0 W c0 N O I- O 00 + c0 �N + 0)j N 0)j 04 ~ 0 PO 000 0 PO O- 0) o c0 N Q W 6� 66 O00 07 06 O Nj O Z N w M� co 0) OO 60) I- .CEO M O 7 w r 00 _ / 2 2BT o o N o N +co `n C14 00 ± N ± 04 O Cn - �� \ +N + w d `-- r/) W 0 2695 / \ - 4.3�% 2695 2695 2695 v-J J_ -� J FINISH GRADE - -- O Q ® � OF ROAD 0 = 0- ---1.00%- EXISTING GROUND � EXISTING GROUND ® � OF ROAD --- uJ m _ ® � OF ROAD --2.36q_ = 2690 - 2690 2690 2690 U) 0 z Q o ---- -0.50% 0.50% FINISH GRADE Q z a ® � OF ROAD Z Q 0 Q z O 68.5 LF 12" PVC CAD 0.53% 0 Plans Are Accepted For Public Q p _j � 2685 2685 2685 2685 = J Y treet onstruction N By stamping and signing the improvement plans, the Registered W w < o SDMH H4 Engineer ensures the District that the plans conform to all District o SDMH H3 STA: 9+10.19, 175.76' L policies and standards. Variances or waivers must be specifically STA: 8+38.91, 105.27' L RIM: 2688.79 and previously approved by the District in writing. Acceptance of the Cl) c RIM: 2689.68 w 2680 2680 2680 12 IN: 2685.08 (E) 12" IN: 2685.54 (N) 2680 improvement plans by the District does not relieve the Registered Q W 12" IN: 2685.54 (S) Engineer of these responsibilities. LU 12" OUT: 2685.08 (S) 12" OUT: 2685.44 (W) w z d O n N N N I- I C O Cl) r� rn rn cn o 7 rn N o N 7 N N o � BY DATE c o o o o N 0i n 0) Sri N N o o M °' ADA COUNTY HIGHWAY DISTRICT O M 0) O 0) M rn M 0) M 0) M rn 0) M rn ; rn 0) 0) 00 co a a = co c0 co c0 co c0 co c0 co c0 co c0 co c0 co c0 co c0 �o (0 co co m N N N N N N N N N N N N N N N N N N N N N N N LU 2675 2675 2675 2675 z 6+75 7+00 7+50 8+00 8+50 9+00 9+50 10+00 9+75 10+00 10+50 11+00 11+50 12+00 12+25 U) w U) O m_ • U) z = z o w • m U FILE: 10-20-082_C-300 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 o � 0 z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB Uj ELEVATION. CURVE TABLE Krrowwha s MOW. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE ^^ww DESIGN BY: GRB o TO INSIDE FACE OF STRUCTURES. Call before you dig. CHECKED BY: WSW CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO C 1 43.98' 28.00' 28.00' 90°00'00" S44'46'25"E 39.60' AT FULL SIZE, IF NOT ONE o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED: 10/7/2020 o c\j INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. C2 52.1 1 28.00 37.59 106°38 23 S36°54 23 W 44.91 o 7 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: C\jPRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MARKING OF UNDERGROUND ENGINEER ANY DISCREPANCY. ^ O 0 � 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 (`J_o M2 FROM THE ENGINEER. M 01 E. BRACE STREET U SEE SHEET C-306 I I I I I I I I 11'} � / I \ \ I CJ-U-B / I I / Block 3 ; i / I \ I I I I I II� i ( I � - / 28 , I I III N 31 N N 0) 0 � r � 29 0 �� o r \ \ \� I E. BRACE STREET E. BRACE COURT I I II III 1 J-U-B ENGINEERS, INC. N N N N N N a N \ 1 II / O ,n I I \\ �\ ` Q - - 7 (� i�N I� �I N II I I \ �I \ 3 C 306 C 30 U c I N N N I I \ \ \ \ \ Q U 00 O U Z Cz cV w \ I \ I r- I c� U 2700 I \ \ � ` , .. J �F I� III III m o I III n _ w O a C'? W Cl) s= co c� 703.34 U U w C'7 wco 703.45 TVC ® 2 N "? o 0 2 N co 2 0 wo U Cr S O pp (D O 11 I I I Block 2 TVC D2 IN M o M + N + N � U a e o w •� C) 1 271 �n � 1 vi p � I N � ��r LLj� Z x No Cz o o �� p z 0 o 2 O N > O + M N LU O w w U � w \ �o � VV 0� w w c, o� w I 0� •� N vi \ ^� \ 1 I I U N 12+ 0 ^0 1 +Do \ o o \ 14+00 �'` \ 15+00 \ \ ^` \ s o0 \ ` �? m / 1 / I IIIII IIIIII I of N �� _ - - - - - - - - - � �- \ U IA ' ( I � / o � ss � o M I- -; ss � \\ � � x�, \ ss�H -�� ss - � ss\ I w � Ld C\j �o \ \ >L \ I z N qR a A \ � �ZOUj 3 �� I\ \ \ \ \ n R�t,F m / �pX� IIII III D1 1x7, A / I o sR II II II I I I � o.o0 12+17.22 •� 1 III Ie co c� / c� U o c� o U \ c� o n \�'- CL PT/GB - / o / o \ o C-4 C6 -'t cb \� \ -0 `ryCj / \ N rn ao + � / + c0 /+ O O N I� M \ r O O N O / + + � + ". + N \ + N + ,,. + M 2 \ Q � - 698.41 ° °N° ■ . / i V A A •� A \ \ \ \ �n o �� 10683 I, ,VC + o _ \ \ \ \ INDEX MAP «; �6gg, / / /2b ��oo� o1� 2� / \��> > I \` \ \� \ \ \ ' LC-309 9 of P o lF \� Ns I- r, \ \ I •,5�, �� -> ITT WON + scy III / I\ \ \ \ \ \ ` ROADWAY NOTES FF��'� I o a / 48 // 47 46� _ - - - Block 1 V A \ \ A \\ \ \ \ \ S,S,F� III I - 45 44 I 43 V A \ 42 I 41 �i 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO o w ISPWC SD-701 <Z Z W m o p0 / J , � , �� \ \ I II II II II I C2 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC LD Q z 00•p0 D1 SD-709. 2.0% >- = z m W a MAX. CROSS SLOPE. W W 0 W o 49 ' 0 PEDESTRIAN RAMP TYPE "A" PER ISPWC SD-712A WITH o � W DETECTABLE WARNINGS PER ACHD SUPPLEMENT TO ISPWC Q m o m SD-712 ovi�cl� � X HORZ 0 30 60 DRAINAGE NOTES _' � Q ° M w za o' m � U � cnz - z I D1 of 0 STORM DRAIN A. SEE DETAIL 1 , SHEET C-503 � C° 0 I oaW � Z0 cn S. PIONEER TRAIL WAY LLZw � O � > z VERT 0 5 10 ° o1 � " � W g D2 STORM DRAIN B. SEE DETAIL 2, SHEET C-503 WO 2 11 o W m m PUBLIC ROADWAY SCALE IN FEET w o o � �_ J z � � = � o 2725 2725 w > � o 142. ' VC � , , WQ 42.0 ' VC PVI:16+50.0 (2713.50) _ � z � PVI:14+00.0 271 1.50 LP:15+79.0 2712.93FG o J W HP:14+21.0 271 1.67FG K:25.98 AD:5.5% m = Q } -i K:12.10 AD:-3.5% j ~ = Z o 0 � o �na �n z 2720 o rn 2720 O 1p O O N pry N N / 50.0 ' VC PVI:1 1+00.0 (2698.85) 0 2715 / 2715 T o K:27.00 AD:1.9% / / / O M N o FINISH GRADE 0.80% / UI o N o a00o `r ri OF ROAD i z N� UjNN z +(0 +(0 0 2710 O`� `� 2710 O m W W - O z = >a w2705 / / 2705 m 0 o �� Q J � �� - Q 0 4.13% i z z a // i Q � 2700 _ 0 Q z oC ,- z - aw 22aq --- Plans Are Accepted For Public Q p z Street Construction N ------------- By stamping and signing the improvement plans, the Registered w w 0 2695 -- - EXISTING GROUND 2695 Engineer ensures the District that the plans conform to all District - N \ r ® � OF ROAD policies and standards. Variances or waivers must be specifically = 12" C900 and previously approved by the District in writing. Acceptance of the STORM DRAIN improvement plans by the District does not relieve the Registered Q W Engineer of these responsibilities. 0 15" GRAVITY Cw w 2690 IRRIGATION PIPE 2690 BY DATE c o ADA COUNTY HIGHWAY DISTRICT LU I N 00 O M I- N O O O 00 z I� co O) � O) O of C0 r- N N rM co to I- of rM Ln n r n 00 (0 O I- cV r Wi 00 � O C)i N co CV CV � Mi _ CA 0) O) 0) O 0) O M O M O O O O O O W C0 CO C0 0 C0 r. C0 I� CO � CO � r- r- r � r � � N N N N N N N N N N N N N N N N N N N N N N N N 0 2685 2685 co 6 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+50 6 y ~ • z p W • Co U FILE: 10-20-082_C-301 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 o z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB W ELEVATION. CURVE TABLE KrKwwha s below. � 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE DESIGN BY: GRB o TO INSIDE FACE OF STRUCTURES. II before you dig. CHECKED BY: WSW CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH d m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH < THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE,IF NOT ONE a COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY C1 39.33 28.00 23.69 80°28 37 S49°34 04 E 36.17 CALL 2 BUSINESS DAYS IN INCH.SCALEACCORDINGLY o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED:10/7/2020 o a INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. C2 43.97 28.00 27.99 89°58 30 S45°12 23 W 39.59 N o 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: i. 7PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY C-301 o -1 PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING MEMBER UTILITIES 6 FROM THE ENGINEER. FL o U (JUS =—x _ — \ 2713— 271 4— — - - _ ��= IRR \ E. STREET B � M \ _ — — — BRACE E. RACE— ' ' 'COURT J-U-B ENGINEERS, INC. / —_- - _ _ _ -23 - -2�1 C-306 - - -C-307 ' 000 / /26 / — _ — _ — _`� 7 — _ �- J tt o \ 1 U co z m Cr E 2 \,22 O S O O LU O� O_ LU^) -6 Cl- 00 i �ry N � � �j� �2>23\ \ � \ � \>/ /� \dNo — \ \ \ \ \ N N �qy � Z x / / 0� S``` G R/ v'Jo1 /� L�•j/ // / /� �� / � / / / i - - - - - �2 \ \ \\ \ \ S \ � \ \\ \ � \� \ \ \ � `rokb �0 C L.I.J vi 'L vJ C? n C. CO C / /� �1L� // j / // �A�C' r s �.p�6'" �- \ \ �� \ \�,► � \ \ N^N, \ \ \ \ / / \ \ \ 21\ � \ \ \I �� F U [\ 3` 7 (02> \ \ \ \ \T \ \ \\\ \� — _\ � � \ � — I U 723T14, �QATRCtic �� ' \\ / G �IN ti / / r'� cP fix' 723. s o O- \^. \ \ \ \ \ \ \ \ ry N� \ \ \ 06 �23 2730- c�,� \/ \ \ \ \ \ \ (/ vi 16k �8�0 � ..v o� ,�0 / 2 s�� 4 `✓iTRC 14 � 6� \; \ �,�g. ^• �'\'z / �e' / � � / cro — — — � ��`V Vv � \ � \ \ \ x \ \ \ \ o�\ \ \ � � �� 1 f f eft! '��^ - .66 / \�� \ INDEX MAP 10683 A N �x �l 2740 — — \ \ \ \ \ \ \ `v ^ \ \ \ Nc� n �x Sr, .o � \ \ \ ss \ \ \ \ \� \\ \ LC-309 9rF P �R 'GV J`.' / ;' / / / �/^ / -'�� 1�/ �2 °° / 1 `9�m �' � � 274�` —\ \ \ ` \\ \ \ \\ \ � \N�� \\ \ \ � \ \\\ �\\ •SCO N�� t R � ROADWAY NOTES m 3 / / � �8• G / � .p, � / _ — — \ � � \ � � \ \ mac? � \ \ \ r (Az �1 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO p W Irri rnISPWC SD-702 Q z W m o 6 VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO o Q z nN � cn0a0 w ISPWC SD-701 } W U W v v I + IL Z 10 R Q / \ \ \ C)0 3 5 CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC o W \ \ \ \1 (Ao SD-709. 2.0% MAX. CROSS SLOPE. >Q � m o m 5 LF TRANSITION FROM 6" VERTICAL CURB & GUTTER TO 3" N j o � w ROLLED CURB GUTTER 10 LF TRANSITION FROM 6" VERTICAL CURB & GUTTER TO 3" a 'o m w o ROLLED CURB GUTTER o z W � 0 w z HORZ 0 30 60 W o o 0M: < E. PARU LO DRIVE W o PUBLIC ROADWAY VERT 0 5 10 z LD o ? o 0 SCALE IN FEET wwo3: a, � W ~ Z 2745 2745 U') w Q QOU) _ Z Z) (n (n � JWof W H 2 Z O O cn Q cn O 70.0 ' VC Z PVI:18+00.0 2722.90 2740 HP:18+35.0 2723.07FG 2740 K:12.14 AD:-5.8% o^ o0 C7 LO(0 04 �� r�N T 2735 N +N / — O 2735 M a O N� / — + N 9 OLn , N N N O O o n / EXISTING GROUND O N r- + ® � OF ROAD �� W 2730 / 2730 / — U) LU a / FINISH GRADE > O L.L z // ® � OF ROAD Q O _ 0 Lu W / mQ 0 > 2725 -0.50% 2725 0 // 0.50% C/) _ Q Q z Cn z a o a / 0 Q Q � 2720 62�go 272o Plans Are Accepted For Public Q p < Street Construction J — Y = � Cn Ni By stamping and signing the improvement plans, the Registered uJ W LU CD Engineer ensures the District that the plans conform to all District N policies and standards. Variances or waivers must be specifically = 2715 2715 and previously approved by the District in writing. Acceptance of the j improvement plans by the District does not relieve the Registered Q oEngineer of these responsibilities. C/) LLJ w BY DATE 0 2710 2710 ADA COUNTY HIGHWAY DISTRICT L W z C/) w N r- O to LO O to O LO O LO W r n O r O co O r� r� N to d) 0) (0 co r7 t0 O 01 Sri N Ln M � rM � rM rn M rn 4 - 0 N r7 N rl� N r0 N I.,) N I.,) N rO N rO N rO N I.,) N I.,) N co r` r r` n r` � r` r- r` r- r` � r` n r` n r` r, r` r, r` r, • p N N N N CV N N N N N N N N N N N N N N N N N N N y 6 2705 2705 a w 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 0 FILE: 10-20-082_C-302 a NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 cc c7 z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m v ELEVATION. � 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE CURVE TABLE fr(r�ow�lYs DESIGN BY: GRB Call before you dig. CHECKED BY: WSW o TO INSIDE FACE OF STRUCTURES. a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TOSIZE,IF NOT M o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY C1 70.53' 38.70' 49.91 ' 104°24'56" S51°59'20"E 61 .17' CALL 2 BUSINESS DAYS IN NTH SCALE ACCORDINGLY E o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED:10/1/2020 o N INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. C2 121 .92' 66.90' 86.27' 104°24'56" S51°59'20"E 105.73' o 77 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND aj � 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY C-302 60 PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING MEMBER UTILITIES ocoll FROM THE ENGINEER. a 0 i i � U 00•oo � _ 29+ �J V B MATOHt"ISHEET 0-304 - — - SEE E. BRACE STREET E. BRACE COURT $� J-U-B ENGINEERS, INC. - - 2 - —2705 Block 1 3 C-306 -C-307, c? v �, - - - - - 2 33 ,34 q �. O U Z Cz N g J tt o W C M RR 6 6°• 0 W (K') m / \ r� CY) I� (� LLI- - _ - - - — � • - - .� \ > 3 • co v= o Q LL Q c'?a o � aHo N cr z 003 X = O ��n_ 1.76 J Lij - N �19 °° ,� 2 Z Block 3 _ 101 o f — _ _ _ 17- - - — �� 2710- - CY) m Cfl 2 16 \ 7V U -d -_-_- - - - - -0� - - = Z1321 2 � \\T _35� - F ,oq �o 3 � N ' - - - - - - 0 IM O \ 1 + 3 �� - - - - - - - - - - - == - _ - - - - -= C1Rg322� �c - _ _� vi 715ON 2 � - - — — — —�► M — — - - — n fV — — — — — -- _ CA- to _ _ 2 - - - 1`0I S6f' 8f R3� INDEX MAPM S " - - - - - - bpo2720= -� � oF Pk LC-309 ly9OFWW - - - - - - 0�C1q ` p - 2 W 6 ' s N = 5+�cL _ _ _� W _ _ __ _25_ _ — — _ ROADWAY NOTES _ — _ — — _26+OG`L�9 \ \\ - _ - - - - - - - - - - — 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO o z W - - - 1 - - - - _ _ - - - _ -_ _ - _ - - - - - _ _ _�273o�—g-� _ _�1 - -�' � ? '`3� op'_ �X- ISPWC SD-702 a � Wm Q 272 2725 - - - - - - - - - _ - ��`L� _ _ 5 �� o _ _ _ - - - - � - w �G a � W J o - - - - - C2 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ¢ z - - a — >- LUZWOH 6) - - - 2�3 - - - - - - - _ ) - _ - - - - - > 5PC IL 10 Q 0 - - - — - - - - - - - SUPPLEMENT TO ISPWC o (� - - - -- - - - - - - - - - - - o _ 26�s8o 0 ONCRETE SIDEWALK PER ACHD � o � J � } - - - - _ _ _ _ a - - - - xss - _ - � \ � �� \ � ` _ SD-709. 2.0% MAX. CROSS SLOPE. �Q � mo m - - - 2735 _ _ _ - - - _ - m - - - - 1 -5 M a 2 8��j - - __ - _ _ - _ \ \ \ ® 5 LF TRANSITION FROM 6" VERTICAL CURB & GUTTER TO 3" - - - - - - - _ _ _ _ �m- - - _ -xo� _ - - _ _ ROLLED CURB GUTTER ? O } � N _- _ o�� - - \ \ _ \\ _ \ CL 10 LF TRANSITION FROM 6" VERTICAL CURB & GUTTER TO 3" U 2 0 w o_ \\ 0 30 60 ROLLED CURB GUTTER o a W __' W - co HORZ © RETAINING WALL BY OTHERS. SEE C-202 FOR ELEVATIONS W oLu ° J o (0 � U_ oWm n 2 0 < W OU) HH pC � UH � � � U E. PARULO DRIVE AND S. CUBOLA WAY VERT 0 SCALE IN FEET 10 ZCn � � � ° PUBLIC ROADWAY w > of L: 0 W � z _j W CD Q Q W ~O Y = OfZ � (n H 2 Z O 2735 2735 O U) a U) Z 91.00' VC PVI:26 60.00 (2722.60) HP:26 14.50 2722.83FG K:1 .09 AD:-7.5% EXISTING GROUND 2730 ® � OF ROAD O M o Ln 2730 --- 132.00' VC � ��\� ---- -'� ��___ ----- -------------- +� ---- --�\ +°� PVI:27+73.99 (2713.45) ° r --- N N N N LP:28+39.99 271 1.50FG Cl)ce) FINISH GRADE \\ K:26.00 AD:5.1% O do 2-7® � OF ROAD \ o LO N 2725 \ 0)7 2725 2-7Q 0 -0.50% +oo N O W \ N C/) W Q a \ \ > LL z 2720 \ 2720 0 O O w 39 \ m Q () 66 \\ 0 p (n U) z az = 2715 2715 Q za z — aw \\\ Plans Are Accepted For Public Q p > } • Street Construction oC Cl)00 By stamping and signing the improvement plans, the Registered = L U W 2710 \ 2710 Engineer ensures the District that the plans conform to all District LL] O CD - \\ policies and standards. Variances or waivers must be specifically = J \ and previously approved by the District in writing. Acceptance of the _j improvement plans by the District does not relieve the RegisteredUj Q Q O Engineer of these responsibilities. W 2705 \ _ 2705 BY DATE LLJ W o ADA COUNTY HIGHWAY DISTRICT In O LO O LO o V) 00 N M W N 't O) O (0 r O 0) O O rM ro I*1 O 0) N /'� z M M r5 cc r5 cc r5 M r5 0) N 6 N Ln 0) r Ui N r V J D N N N N N N N N N N N N N N N O = r n r r- r r- r r- r r- r r r I" r r W N N N N N N N N N N N N N N N N N N N N N N 2700 1.2700 O m 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 • y ~ • Z 0 W 0 FILE: 10-20-082_C-303 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB W ELEVATION. CURVE TABLE KnowwhaYs mow. DESIGN BY: GRB 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE CaII before you dig. CHECKED BY: WSW o co TO INSIDE FACE OF STRUCTURES. CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH d m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH 2E D THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO ' ' ' " ' °' AT FULL SIZE,IF NOT ONE < COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY C1 107.16 55.36 80.41 1 10°54 30 N55°40 52 E 91 .20 CALL 2 BUSINESS DAYS IN INCH. ALE ACCORDINGLY o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, C2 167.99' 86.78' 126.05' 1 10°54'30" N55°40'52"E 142.96' ADVANCE BEFORE YOU DIG, LAST UPDATED:10/1/2020 o c� INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND 2? 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANY C-303 60 PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING MEMBER UTILITIES 6 FROM THE ENGINEER. a o --- - I U B- -2704� BRACE STREET E. BRACE COURT J-U-B ENGINEERS, INC. 10 .�O --- --- + -- -- -- --- -- _ - J9 ,/ Z C 2 - 11 /+ - --- --- --- --- 171- 0 J o C) o- O a 1 (/) CO C) - 3 � ' � � w Cy w U .0 CY �Cr� I9 N + - - N - + r ZO w S, O 00 Cfl O -- o �\ 2086�� Block 3 _- - - - - - _2702- - - - - / ' ��+ CD 1 U a ��,eo o w " "t C) co S -12- -- +/ �, ! r� O 6 vi �<q w Z U N - o 6 / 4 O q� (D LU �, J to O \ 1. � C h O `3f� O N - o 708.18 13 ss CY) CD N 0- 2 c� oo ° s �o � E TR 34+ s - �- - - W�� l.' 9) C LU= �� U o �O 0 - ' E9 _ �1-� z F CV r / � ,2-7 0 L60$ ss / W - J 0 pq Q y - =LU RU�o 3 caw � �- ocn /- SDMH D4 p o /-ti�� ` - M x n 0) �-• O .3o �o, 33 / G 3 N c� - xs A LA o �, 9 as M r M cn � O r � Ss� b 4 1 �� + 3 ��' ' � I S' f FI 2 TR SDMH D3/ p0 D1 a f R i - + 69858 I N -2gg8 10683 INDEX MAP �.�o° Ss ,� ss/ C 1 k89 39 5 �, v 9rF D1 OF x 6 0 N 3 - _ -,� LC-309 s8s �.1. ' �S�Ln �TT BI32 1 31�� co ry�o� � _ _ _ � M ROADWAY NOTES co - i 24 Di 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO o w a z J m Block 1 ' ISPWC SD-702 z W Q �4.00 0 25 - ' �2 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO LD Q Z 2 4 6 26 ISPWC SD-701 >- z o m Q 0�. - �3 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC ° w J 0 SD-709. 2.0% MAX. CROSS SLOPE. > z � 3: o m 0 0 U 0 H J o ,o 27 ® 5 LF TRANSITION FROM 6" VERTICAL CURB & GUTTER TO 3" ° � � w 31 29 ROLLED CURB GUTTER �2' z ° } Q S� zQ � � m 30 �26g 0 14' WIDE CONCRETE DRIVEWAY APPROACH PER ACHD a ? 0 z w z D 1 "c3 SUPPLEMENT TO ISPWC SD-710 o a o - © INSTALL HS-25 RATED GRASS-PAVE SYSTEM PER 0 Z = � ° w o MANUFACTURERS SPECIFICATIONS (INVISIBLE STRUCTURES, INC. n o W m m OR APPROVED EQUAL) AND ACHD SECTION 8200, DETAIL 3, W 0 ° HORZ 0 30 60 TYPE 2 � J = v S. CUBOLA WAY DRAINAGE NOTES Z � � ? o PUBLIC ROADWAY w of 02 in VERT 0 5 10 in 11 STORM DRAIN D. SEE DETAIL 4, SHEET C-503 W m 3: Q SCALE IN FEET Q w Y _ OfZ :) (n In J W of 2 Z H O 2720 2720 O U) a U) z 40.00' VC PVI:29+76.99 (2707.46) HP:29+56.99 2708.05FG 170.00' VC K:9.78 AD:-4.1% PVI:30+95.99 (2699.09) 2715 LP:31+80.99 698.66FG 2715 rn LO rn K:25.99 D:6.5% 0 0 0 qT 00 vLO O o) N N N 00 0 00 0 0 O 7 +^ +(0� N N 0 2710 2710 Z Co -2.959 O H w LU U) LU ,,° ADE z 2705 0 CE OF BROAD 2705 0 = O Q Q o �� co EXISTING GROUND 0 D C ® q OF ROAD o - z ----- _ _ � z Q J 2700 -- - ----- --- ------------------------- -- ----- -- -------- 2700 0 Q Z O Z _ am -0.50% Plans Are Accepted For Public Q p U Street Construction = w Ni By stamping and signing the improvement plans, the Registered r� w Lu 0 2695 73.4 LF 12" PVC ® 0.50% 2695 Engineer ensures the District that the plans conform to all District rS N policies and standards. Variances or waivers must be specifically = and previously approved by the District in writing. Acceptance of the Cn improvement plans by the District does not relieve the Registered Q Uj SDMH D4 Engineer of these responsibilities. U) p SDMH D3 m STA: 32+86.47, 9.01' L w a STA: 32+09.05, 9.97' L 2690 RIM: 2697.95 2690 � RIM: 2698.32 12" IN: 2694.21 (NW) 12" IN: 2694.67 (SW) BY DATE 0 12" IN: 2694.67 (NE) ADA COUNTY HIGHWAY DISTRICT 12" OUT: 2694.11 (NE) w c0 N r� o r- N 12" OUT: 2694.57 (SE) N i. N I� N r7 a0 � c0 0- M 0-) O N M IN N a0 - 00 r7 z N 00 In O N M O 0-) 0) O 00 O 00 O 00 O I, O r, M r O O O O O O 0-) O 0-) 0) O 0) O CY) O CY) O CY) O CY) 0-) C) c0 r, c0 0 r 0 r CO r CO r 0 r (0 c0 (0 LU N N N N N N N N N N N N N N N N N N N N N N 0 2685 2685 00 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 • U) z z o LU • m U FILE: 10-20-082_C-304 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 o � 0 z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m ELEVATION. Know V has below. 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE Ca DESIGN BY: GRB Call before you dig. CHECKED BY: WSW 0 v TO INSIDE FACE OF STRUCTURES. a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE L COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED: 10/7/2020 '2) c\j INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o 7 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MARKING OF UNDERGROUND o ENGINEER ANY DISCREPANCY. C-304 5. THIS DRAA WING, 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. BRACE STREET U SEE SHEET C-306 J-U-Bh I I I ,Iii 11 ll� j' IIII III E. BRACE STREET E. BRACE COURT IIII I III ' ' ' J-U-B ENGINEERS, INC. x Block 3 III I I II +ll I I I I I II 074 2 } C-306 - C_33 M U (3)Block 2 O UZ CzI � NI c3o� / 02 I + IIIII III Uj U W W Cn � co co co o o Z m O o 00 E �' �I o Cr s o W 'U) � co O A C = Q r` C) GB o W c� m 0 37+82.00 6 Zv o w x Cn art PIRR ��?RI �G00 - PIRR PIRR 1 w I \ W !^ 3 C:) N LU V J 0 > I o POND I 0 LJ L o2 o I I I I IIIII I D3 CY) m to / III I I SS/ S R A��' ?�� R SS 9+0 ARK ss ^� I N � gRU40 3 / 6 + 3 - - 3IJ f F I �� M 4 IF Vi 2 / A 3 G �e`'�� o 11 1 o I a - / G ��, .a / o �� ,� 1 �z D, 11 I 10683 7 / , �bk-0 ' o. o / m �� I INDEX MAP corn 0 C+ k 9l F 309 - OF o �+ 000 � n + � r� x o M A Block 1 i` I' �� ROADWAY NOTES / 2 11III I 21 I / III I I �i 3 ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO z z W z w eo p .I ISPWC SD-702 a W W J 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC LD= Q z I� SD-709. 2.0% MAX. CROSS SLOPE. R w ° w 0 S F` 1 2 / 22 � � � �MI L I = zmW IL a 'yF 0 PEDESTRIAN RAMP TYPE H2 PER ACHD SUPPLEMENT TO o W J E. BRACE COURT ISPWC SD-712H WITH DETECTABLE WARNINGS PER ACHD }Q R o m C' `sx x0(:'\ / SEE SHEET C-307 SUPPLEMENT TO ISPWC SD-712 0 U 00 0- � c� O = w 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-708 z Q z ° m ` Xf a � omwJ O Block 1 DRAINAGE NOTES = � oo w z 23 oZ HORZ 0 30 60 D1 STORM DRAIN C. SEE SHEET C-503 W o 11 :0:) >t g �n2LLoWm m � tea � D2 STORM DRAIN E. SEE SHEET C-503 �n a� o= = �► S. CUBOLAWAY 4 J (, o3: o Cn W VERT 0 5 10 a - W � 0 D3 I TEMPORARY STORMWATER PONDS I AND J � � PUBLIC ROADWAY O C-502 Zap � OH ` SCALE IN FEET W W = � W Of ~ Z J � � Wa a W O � Y = C ZzZ) CO W � 2715 2715 H 2 Z O Ocnacn � Z 2710 2710 O T In O 0 ch U Z 00 C? 2705 o co z 2705 oN N CC! O x O o + 0)00 LO rn c(0 O p � U M O r O N -t V + 0) 00 LU � N 00 (00 W' ° N M oo C/) W 2 h7 N Q + 0 pa m It N > L.L 9 2700 w 2700 — O cz.� ——————__ EXISTING GROUND 0 = LU —————— ___ ® � OF ROAD m Q Q Cf)m Da -0.50% —— — . — _ -----_ _ U) 0 _ z Qo 9z 2695 09-- _2.00% -0.659 ( ) Q J 0 Q z O _ — ————— � FINISH GRADE � \y�� z Q V W ® � OF ROAD Plans Are Accepted For Public Q Q �� Street Construction = N By stamping and signing the improvement plans, the Registered �rr�� W W LLI 0 2690 15" GRAVITY 2690 Engineer ensures the District that the plans conform to all District v N IRRIGATION policies and standards. Variances or waivers must be specifically = and previously approved by the District in writing. Acceptance of the Cl) improvement plans by the District does not relieve the Registered Q oEngineer of these responsibilities. C/) Ir 2685 2685 W w BY DATE o ADA COUNTY HIGHWAY DISTRICT rn 00 c0 i co rV o o co co r%) o o LO r o 't o co 00 co 00 co h co F 6 co Sri u-i Sri 0 U i -t 4 4 rri 4 z rn rn rn rn rn rn rn rn 0-) rn rn rn rn rn 0) rn 0) rn 0) rn rn v J c0 c0 c0 to co c0 co c0 co co c0 c0 c0 c0 c0 c0 c0 c0 co co c0 = N N N N N N N N N N N N N N N N N N N N N � 2680 2680 m 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 40+80 -0 o U) z 0 N Z 0 LLI Q FILE: 10-20-082_C-305 NOTES TO CONTRACTOR = CURVE TABLE JUB PROJ.#:10 20 082 z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m 0 ELEVATION. CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH Kr10WVV�1� S DESIGN BY: GRB 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE Call before you dig. CHECKED BY: WSW o v TO INSIDE FACE OF STRUCTURES. C1 44.00' 28.00' 28.02' 90°02'06" N44°47'19"W 39.61 ' ONE INCH a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY C2 43.97' 28.00' 27.98' 89°57'54" N45°12'41 "E 39.59' CALL 2 BUSINESS DAYS IN IN FULL SIZE, CNOTONE INCH SCALE ACCORDINGLY ,Ito RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED:9/29/2020 0 o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. C3 44.00' 28.00' 28.02' 90°02'06" S44°47'19"E 39.61 ' o � 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: �? PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY _ C4 43.97' 28.00' 27.98' 89°57'54" S45°12'41 "W 39.59' MARKING OF UNDERGROUND ENGINEER A ANY DISCREPANCY. C-305 � 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 o M2 FROM THE ENGINEER. M 01 S. CUBOLA WAY U - SEE SHEET C-305 CJ-U-B \ - -2694- - E. BRACE STREET E. BRACE COURT u -- -- I J-U-B ENGINEERS, INC. - - - Block 2 } C-306 - - -C-307 Block 1 I 3 c 2 3 4 5 6 2 w DD (� Z cr_ O a I Cl) (D CID D 1 I z m U O .0 O 0000 E s_ 2 I o U W s o p o R 3 �, a FL xLeo 0 W "t C) co C-501 ' �� W - C-501 s v Oo m z m � � C-501 N Y x CV 7m (0 o m T m I (� W Cz C o 0) RC \� La 0p O U O U O U + O0 U O � 69g rn �o �2 I 0 • 3 � 3 � � � 69A � o �; w � � � I n � o � � �n � � O 48 ------ ?02 2 + ,� �, 8 o0 1 + � 7 2 O � M C + co + L'i + ui rj '�2 + 3 (� (D N 5 t.! N c,� U, F, p } N u G �'� g gRU�0 3 o \ p h 9 0, o r RrtrF o G w w V cy G O w w w V cy m - o,`0 O�' ,��- 4j• � ,�� Oc' + M � :' .... ' '� 1+00 0 O, 12+00 �0 13 0 O°' 14+ 0�' 1 00 V I - - - -I - QI - - f - - - - - - - I- 5 - - 5- - - - - '30 `;. s ss ss PG s 6 ss .�°�G ss ss s`lot 6 ss zal V� Ss ^off � w = ZU) 10683 Block i �\ `'� �s = Ld INDEX MAP 47 \ � F 5 L m 1 32 m m 0 z \ C-309 )VC o TRC o _ - �►� - 6TRC °,n° Pi 2 \ \ 0S 72 ' ,3 7 2 ` 0) 696 8 9621 a`6o Cn a Oq 6g 4 7 00 + 3 Its �I + + 2 + + S.3 \ ` \ ROADWAY NOTES O C7 �C04 o r? T��, L1 \ ■ a CD 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO z z W \ \ Block 3 Block 1 I ISPWC SD-701 a Z W m o J \\ \ moo 31 1 R 21 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO Q z -- - - -- -- I ISPWC SD-702 R w ° w ° o � \ \ \ \ 0 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC o �T-- w mWW I I I 1< 46 �o \ I I SD-709. 2.0% MAX. CROSS SLOPE. }Q � o m m PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO ° � � X , w 5 ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD 0) � z g } Q 41 SUPPLEMENT TO ISPWC SD-712 3 am z w z S. PIONEER TRAIL WAY S. PHOEBE PLACE S. CUBOLA WAY PEDESTRIAN RAMP TYPE "H2" PER ACHD SUPPLEMENT TO � C° w W O SEE SHEET C-301 SEE SHEET C-308 SEE SHEET C-305 '1 ISPWC SD-712H WITH DETECTABLE WARNINGS PER ACHD o Z = � o o w z SUPPLEMENT TO ISPWC SD-712 o ° y � z J m g (n � wOwm ►- © 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC w o ° �M-: �_ SD-708. � � _ � � � � HORZ 0 30 60 �j 5 LF CURB TRANSITION FROM 6" VERTICAL CURB & GUTTER z E � o 0 TO 3" ROLLED CURB & GUTTER w w z § E. BRACE STREET W � � w z VERT 0 5 10 DRAINAGE NOTES J w m � Q PUBLIC ROADWAY = C z Z SCALE IN FEET D1 STORM DRAIN B. SEE DETAIL 2, SHEET C-503 m W J of w H 2 z O D2 STORM DRAIN E. SEE DETAIL 5, SHEET C-503 ° U) a U) °z 2715 50.0 VC 2715 D3 STORM DRAIN G. SEE DETAIL 3, SHEET C-504 PVI:10+50.0 (2703.45) a o o HP:10+25.0 2703.58FG Oo K:7.03 D:-7.1% o N 122.00' V 000 o Ln PVI:11+40.00 (2 96.60) 2710 Uj Uj m M m 2710 T q w +o^ +o^ K:17.14 AD: .1% m O O N O N O CI N O N N z o o ej r- C 0) - Z N +^ 4 (0 ) 0I 2705 NC, N r r-ao 2705 O w -0.50% m - 3 0 0 W ILL! W - N g + LO 0) J O O -* (O U \ a W m N > O z 12" C900 9, vi c) 0 Q = O � 0 STORM DRAIN� :5vi � 0 2700 c�a FINISH GRADE �, 2700 Q 0- Lw co ® q OF ROAD Q Q Z ~ o ---------- -0.50% --- --- 0 Z W z ---------- -0.50% Q V -------_ -----_-_ -------- -- -------- ------- Q= 2695 - -0.50% 2695 z EXISTING GROUND Plans Are Accepted For PublicLU Q Q Y cc ® � OF ROAD Street Construction = m N By stamping and signing the improvement plans, the Registered W w W Engineer ensures the District that the plans conform to all District N policies and standards. Variances or waivers must be specifically 2690 2690 p p y = � and previously approved by the District in writing. Acceptance of the Cl) improvement plans by the District does not relieve the Registered Q w o o o Ln o m o Ln o Engineer of these responsibilities. 0 r O � r M O M O Ln a0 M N M O O 00 a0 r K) � M (0 0) c0 r, (0 (0 Ln co Ln Lo Ln Lo Ln Lo Ln w d 0) O 0) O M a) M 0) M 0) M O M O 0) Q) 0) 0) 0) 0) 0) 0) co c0 I, c0 r� c0 (0 c0 (0 c0 (0 c0 (0 c0 (0 c0 (0 c0 (0 c0 (0 c0 (0 W N 1 N N I N N I N N 1 N N I N N 1 N N I N N 1 N N 1 N N I N N 1 N BY DATE a 2685 2685 ADA COUNTY HIGHWAY DISTRICT 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 w z z VJ^ w o CURVE TABLE m • -0 (z U) CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH • U) z w C1 39.33' 28.00' 23.69' 80°28'37" S49°34'04"E 36.17' •m U FILE: 10-20-082_C-306 o NOTES TO CONTRACTOR C2 43.97' 28.00' 27.99' 89°58'30" S45°12'23"W 39.59' JUB PROJ.#:10 20 082 z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m C) ELEVATION. Kr10W m&mrS �W. 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE C3 43.98 28.00 28.00 90°00 00 N44°48 22 W 39.60 DESIGN BY: GRB � Call before you dig. CHECKED BY: WSW o v TO INSIDE FACE OFT STRUCTURES. C4 43.98' 28.00' 28.00' 90°00'00" S45°11 '38"W 39.60' ONE INCH a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE a COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY C5 44.00' 28.00' 28.02' 90°02'06" N44°47'19"W 39.61 ' CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY v N RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED:9/9/2020 0 o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. > > > > » > » ' � N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS C6 43.97 28.00 27.98 89°57 54 S45°12 41 W 39.59 GRADE, OR EXCAVATE FOR THE SHEET NUMBER: o PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY , _ C7 44.00 28.00 28.02 90°02 06 S44'47 19 E 39.61 MARKING OF UNDERGROUND C-306 ENGINEER OF ANY DISCREPANCY. Q) 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 C8 43.97' 28.00' 27.98' 89°57'54" N45°12'41 "E 39.59' MEMBER UTILITIES o M2 FROM THE ENGINEER. M 0 S. EAGLE ROAD U SEE SHEET C-311 CJ-U-Bh -- g E. BRACE STREET E. IBRACE COURT J-U-B ENGINEERS, INC. Block 1 C-306 � - C-307, �? (j a q o U Z Cz N 3 4 5 6 7 g � J � o (� Cp M w W M II z m U 0 Q o�p E / I O U O (r S p Uj '(n Q O ICL tea, i / oll a �e0 O LU �_ cy? � N N <q c6 + N 8 10 • I I 0 ('� LLJ � N Ln 00 Ln � � Q o � 0) Ypq c> R a >m UP U 3 (o LI ° Co o +M W w � � W W �� W � � �Q� � °' ° I O /06 I m d G r�i + I+ U 16 00 D2 -o 17+ Cco�'� `�XF Y ° i N I 3 ( N J4 Arc 30 'L S SS SS SS — c9 S Ld ZN 5�oII a �° 11 .� W - SS \� D1 6�� I �\6(19 I� 3 INDEX MAP 10683 I 00 0 M ) 2..08%I g � 2.74% LC-309 OF � 0 ss 20+00 � 6 2437 4 o Co. OTT W OCD co p O R20 � �� 2 rn �+ o 2.00%� � I°tN PO��o �+ ' cn r o 693.06TC 00 o � ■ K1+69.98 �� °�° 04 ROADWAY NOTES I OO� 3 60 x I I I \ Y Y �00 I I = 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO o W I ICE I II I ISPWC SD-702 a Z w m o II I C2 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC Q z I Block 1 / I i00 I I 3 I \ M I I I 0 eC501 R � o� aJ o 12 1 SD-709. 2.0% MAX. CROSS SLOPE. � m � U 20 WIDE ASPHALT EMERGENCY ACCESS. PAVEMENT SECTION o =� ZWJwW� Q rn � UpN C6 00 (00 1 SAME AS >z l= 3: cn m n x 42.00 + OOQW� ma X Y cfl 2 KLD DRAINAGE NOTES = `� � � zW z H W I allCS) I 0 ED I I I II I D1 STORM DRAIN F. SEE DETAIL 2, SHEET C-504 o a Z o �_ P I OzW � OH > ZO 1 g Block 1 / I L D2 STORM DRAIN G. SEE DETAIL 3, SHEET C-504 W o Z J o — W rn2 " OWm I \ \ 18 17 / W0 ° � tz � o I III Qowo � E. BRACE COURT w ' W � � W � z J W m Q PUBLIC ROADWAY = W Z Z (n of J W H 2 z O O cn Q cn O z 2710 2710 O T 2705 2705CD L0 0 o? O co co Ni a M "' o HORZ 0 30 60 Z o + (0 N + 0 7 o (p N 00 (0 O o N 2700 V E RT 0 5 10 U) W W 270o Z SCALE IN FEET — J o FINISH GRADE o O — 0 � OF ROAD � () p = p W 2695 0.50% m -0.50% -0.50% 2695 Q Q O Q -------------- -------- -------- ------- — ---- --- U) ZU z U) z QW Q Z Q Q z ! , _ EXISTING GROUND a. `J < 2690 R RAIN OF ROAD a 2690 Plans Are Accepted For Public Q p a STORM DRAIN to Z Q Q } Street Construction = 01: 1-- m N By stamping and signing the improvement plans, the Registered uJ LW W Engineer ensures the District that the plans conform to all District N policies and standards. Variances or waivers must be specifically = and previously approved b the District in writing. Acceptance of the ~ in 2685 2685 P Y PP Y 9 P Cl) improvement plans by the District does not relieve the Registered Q oEngineer of these responsibilities. C/) m O LO O 00 M 00 LU O In 00 00 00 (R 0) N co W M o) M rn M rn 0) rn M rn 0) o) 0) BY DATE co 0 co co co (0 co (0 co (0 co c0 co o N N N N N N N N N N N N N ADA COUNTY HIGHWAY DISTRICT /1 If 2680 2680 z 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+25 _ W Cn O m_ • U) z z 0 W • m U FILE: 10-20-082_C-307 Q NOTES TO CONTRACTOR CURVE TABLE JUB PROJ.#:10-20-082 o = z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m ELEVATION. CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH Knowwhars below. DESIGN BY: GRB 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE Call before you dig. CHECKED BY: WSW O r r e e n n s TO INSIDE FACE OF STRUCTURES. C1 215.24 48.00 60.43 256°55 06 N38°36 53 E 75.17v a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO a COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY C2 44.95' 33.50' 26.59' 76°52'47" N51°21 '58"W 41 .65' CALL 2 BUSINESS DAYS I N AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED:9/9/2020 0 o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. C3 15.71 10.00 10.00 90°00 07 N45°13 46 E 14.14 C\Jo rn 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ' C4 15.71 10.00 10.00 89°59 53 N44°46 14 W 14.14 MARKING OF UNDERGROUND ENGINEER A ANY DISCREPANCY. C-307 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANYMEMBER UTILITIES o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING o M2 FROM THE ENGINEER. M 01 E. BRACE STREET U SEE SHEET C-306 CJ-U-B / I Block 3co / 2 3 / j / E. BRACE STREET E. BRACE COURT �� ' ' ' J-U-B ENGINEERS, INC. C-306 �- -C-307 4 �� J Uj o U Z N x wCz O a Cr) J o � / W CMJ /� M / / z m L.L � 00 2 l l + i C (� o C3� o W p r- o C-501 / / CO / vi a �e� LU C) M 5 / / z U — a0 i oom // mo // /� / / v' �qY � !—� X m 0 0 0 0' N 0� xCZ + z _ CD c� o o� 0 0 � �� + o Sri 2 L i Y X"� LU ' FJ O Lq + 0 'J N �G o ± -) C) 1 o 1 m Cfl ,u IZ u I F. AqR Q N / I / 4 C O? / / C� os / / 2 / �� w w G �� w / d / O C> / U m v Block 2 / I 1 3 �� e�� 1 0 11+ 0 0 / ��0`p / 2 00 � _ . - - - - - - - - K1+49.00 \�i �� 4 1��6' Arc ss >a — ss Ss / / " 697.79TC � �� ,• Sf E� �/ K1+60.75 / I � INDEX MAP 10683 / 697.73TC / LC-309 /r m l 1 0 / // / / F of ,o l o Ln Cr / 624 /� ± 0) 2 cop r- C �"6� + + + ROADWAY NOTES 3 °°�� / Lr, / o, .. o o m 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT TO z z W / / ISPWC SD-702 a W a � Cl) ��O �/ / N N N H W W m �° + / N N / / C2 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC 0 Q z � ° W oQ) y . . MAX. . >- W° °A� / / / 0 PEDESTRIAN RAMP TYPE "H2" PER ACHD SUPPLEMENT TO o o Z m } ISPWC SD-712H WITH DETECTABLE WARNINGS PER ACHD }' � m SUPPLEMENT TO ISPWC SD-712 0 3 00 ry i/ ® 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO ISPWC 0 P- z 2 } Q /� i / SD-708. � � aa1w / I < �� mwof 0 / 32 // 31 / //30 / / // / za/ // / I/ DRAINAGE NOTES a Q o � z 0 cn 29 / / 5 ogH :0:) ° >t w 0 D1 STORM DRAIN E. SEE SHEET C-502 c-sos WW 0 211 o E. BRACE STREET w o g �x SEE SHEET C-306 Q � w o 0 S. PHOEBE PLACE HORz 0 30 60 Z PUBLIC ROADWAY W w m 3: z = � ZZ) - VERT 0 5 10 mIJow 2715 2715 SCALE IN FEET 0 = z o � ocnacn o z 2710 2710 T O CD W ch U Q r O 00 z Z NI a' O 't N U) p— o m� O O O O � cp + pC14rj a 2705 w oo coo LO co + too N N 2705 z (�N + 0) LJO0 + O) O co N N O w N O � W Lu w - N EXISTING GROUND i J Q0 OF ROAD > O LL L 2700 2700Cn 0 = W w _ mQ 0- U m DCf) 1.00% 0 IZ � ---- —0.50% 0 -2.00� 1.9o%-— C/) a z w co 2695 — 2695 x Q Z z aw in FINISH GRADE Plans Are Accepted For Public Q p J > ® q OF ROAD Street Construction J 0- N By stamping and signing the improvement plans, the Registered w W Cn 2690 2690 Engineer ensures the District that the plans conform to all District N policies and standards. Variances or waivers must be specifically = and previously approved by the District in writing. Acceptance of the j rn O to o cp improvement plans by the District does not relieve the Registered Q U r O o cp co LLJ Ln 6 � (6 r, c6 oo c6 0 r-� N Engineer of these responsibilities. C/) O M rn � rn M rn M rn o rn o w CC co cp c0 cp co (p co (0 Il- (p I� d N N N N N I N N N N I N N w 2685 2685 9+50 10+00 10+50 11+00 11+50 12+00 12+50 12+72 BY DATE o ADA COUNTY HIGHWAY DISTRICT x w z z x w 0 0 m • (z co • w CURVE TABLE NOTES TO CONTRACTOR FILE: 10 20 082_C 308 _0it CURVE# LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH JUB PROJ.#:10 20 082 O z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m ELEVATION. Kr10W wharS �W. � 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE C1 43.98 28.00 28.00 90'00 00 N44°48 22 W 39.60 DESIGN BY: GRB Call before you dig. CHECKED BY: WSW o v TO INSIDE FACE OF STRUCTURES. C2 43.98' 28.00' 28.00' 90°00'00" S45°11 '38"W 39.60' ONEINCH a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO c COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY C3 30.44' 33.50' 16.36' 52°03'39" S25°50'11 "E 29.40' CALL 2 BUSINESS DAYS IN IN FULL SIZE, CNOTONE INCH SCALE ACCORDINGLY v N RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG rn o LAST UPDATED: 10/1/2020 o c\j INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. C4 238.19' 48.00' 37.29' 284°18'51 " S89°42'35"E 58.90' SHEET NUMBER: oC\j 7 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY _ C5 30.55' 33.50' 16.43' 52°15'13" N26°19'14"E 29.50' MARKING OF UNDERGROUND ENGINEER A ANY DISCREPANCY. C-308 5. THIS DRAWING, OR ANY PORTION OF IT, SHALL NOT BE USED ON ANYMEMBER UTILITIES o PROJECT OR EXTENSION OF PROJECT(S) EXCEPT BY AGREEMENT IN WRITING o M2 FROM THE ENGINEER. M o U MATCHLINE — 13+50.00 SEE J-U-B THIS SHEET LOWER RIGHT Ch rl�1111111 BRACE STREET E. IBRACE COURT2 I4 J-U-B ENGINEERS, INC. 14% o � / / / xa C-306 - -C-307 72 �� Rr37 / / / // 36 % / I/ J � O U z C J � � � N 20 �� Q Fc`�w / � g — \ �N J PIRR PIR RR P W 0 0_ � 2725 1 I Q z w C� w W p Co 5 t o / z m O — 0 00 E U o o ,�273p siyS97 9 iuj 2 ,�' >> , 27 ��/, / 2 I a - S �e0 ao L1J •� C) C) 2735 26- T I s'!y o>� i S� S� a cn Cq Z U — 00 2 274p— 3 O W 2� — `�� — — — -� O vi �qYLLj — x O S �9 27 �6, W N 10 �� z 4 w T ?� + 1 N 3 �� 5 3 <� 1 + M �� LJJ O , `L i > FA o F FA sr i 5 6 7 \ �9 I ° ^"� 3 N \ *� Fp •AD _ g _ W= 3 o o -- �- W = 0 }a L CV '1 N ;o N N �� u �' 2� 1 2� ). �,'� I Z N r� - - - --- Z V) C/ 3 stj / _ g 0 �� 3S Q �j - - J �O FA O, FA 3 FA F,o i' *— --ss— ss — ss — ss — 0 EP s 8 c�,o S .� p g \ o, w 9+50 7 10 st 7 6 6 O U N �G O' �•�' 1� F.�' �� \ = W o b� b� ,�" - - ,�� - - i� U t0 O N LO ----d3 — -- N =d3 -- d3 -- c�i 3 -- d d rj - 3 -- d3 -- ►,j - - --d --- _ _w -- w-L- - W I - - 4 S. EAGLE ROAD I ----- — ---- w— — --- —w — -- w-- — w --- e0 — — --- ---- w—\ O — \ N — — w --- w ----w--- -- -- --- ---- ----- w— — �3 c U — — — �^�o•—\ —<v^�'� — �.,��"�' � �,^�o•� — — — �^�� — ��`�,�^� — � I I '1 �Quo ��I f.f�Fct '�� - 4 E. LAKE HAZEL ROAD � � � � � ► INDEX MAP � 10683 0 CDm I HORZ 0 30 60 0 C) C-309 9rF OF E. LAKE HAZEL ROAD SCOTT W13 t VERT 0 5 10 SCALE IN FEET ROADWAY NOTES OFFSITE IMPROVEMENTS a z W m PUBLIC ROADWAY O EDGE OF PAVEMENT L3 Q z � Runoa0 0= d = 0 m w Q 2755 2755 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC 0 w 1 O SD-709. 2.0% MAX. CROSS SLOPE. }Zt= 3: Q m � QOfmo 0o rn O 3' WIDE GRAVEL SHOULDER 0 vi 3 x 0 00 � � z0 } -< o N\ 0 ® SAWCUT PAVEMENT PER ACHD ROADWAY NOTE 5 ON SHEET z � � a m 0 0o C-002. ALSO PER ACHD SUPPLEMENT TO ISPWC SD-303. U <01� 0 z - z 2750 \ + 2750 MATCH EXISTING o a ED W o 0 \\ N 05 EXISTING TELEPHONE PEDESTAL TO BE RELOCATED. FINAL o z = o w z \ LOCATION SHALL BE COORDINATED WITH ACHD AND SHALL BE y 2 U- o W m °C \\ IN ACCORDANCE WITH AASHTO CLEARANCE GUIDELINES w a o � J EXISTING ROAD SIGN TO BE RELOCATED. FINAL LOCATION _ Cnn 0Sg SHALL BE COORDINATED WITH ACHD AND SHALL BE IN z E o I ° o 2745 \\\ 2745 ACCORDANCE WITH AASHTO CLEARANCE GUIDELINES < w = 0 \\ 0 Ln 07 EXISTING FIRE HYDRANT TO BE RELOCATED. FINAL LOCATION w o w z \ FI ISH GRADE o uwi w Q SHALL BE COORDINATED WITH ACHD AND SHALL BE IN ® EDGE OF PAVEMENT o M Q w 0 L Y N ACCORDANCE WITH AASHTO CLEARANCE GUIDELINES = � z w N 2 2740 2740 ® 4' WIDE ASPHALT RAMP FROM SIDEWALK TO STREET ASPHALT = z o 0 � OLnaco z \ 0 0 0 EXISTING POWER POLE TO BE RELOCATED. FINAL LOCATION \�so9 6 (q SHALL BE COORDINATED WITH ACHD AND RELEVANT UTILITIES LO + N AND SHALL BE IN ACCORDANCE WITH AASHTO CLEARANCE \\ N N GUILDELINES. 2735 \ 0 co 2735 10 EXISTING ASPHALT APPROACH TO BE REMOVED \\ o � \ + N T "' EXISTING GROUND \\ 9° 0 Ni ® EDGE OF PAVEMENT \ \ 00 a Z 0 2730 \ \ + N 2730 z N M r \\�e � N 0 � DRAINAGE NOTES w ?89 0 Cq ,� D1 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC J (/) Q N 0 SD-604A _ O [ z 2725 o Lo 2725 D2 STORM DRAIN A. SEE SHEET C-502 0 = O LLI �'2og +LO `� m Q 0 p N o D3 STORM DRAIN C. SEE SHEET C-504 a- m p 0 Q LLJ Cn D C� > o z 0 Ln z M \� N a 2720 6.029 2720 0 z z � z Q a � U) -S. Plans Are Accepted For Public Q p w Street Construction = w By stamping and signing the improvement plans, the Registered w LLJ � Ni 2715 529 2715 Engineer ensures the District that the plans conform to all District NLL \ policies and standards. Variances or waivers must be specifically = Cr 0 �4 78q and previously approved by the District in writing. Acceptance of the ) \ improvement plans by the District does not relieve the Registered Q o Engineer of these responsibilities. U) Ir 2710 2710 w w BY DATE o ADA COUNTY HIGHWAY DISTRICT O 00 In O Ln O c0 (0 Ln N (0 O 0) 0) r) 00 OD 0) Q1 � C0 LO M 00 cc 00 Q1 00 H N 00 Ln In N r r to ri 6 Ln Ln oo 00 CO Ln N h7 z Ln LM r) M N N N N N N 2 N N N N N N N N N N N N N N N N N N N N N N C 2705 2705 o 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+25 m • (z U • U) z z o w • m U FILE: 10-20-082_C-309 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 oIr 0 z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m � ELEVATION. ��rS �W. 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE CURVE TABLE Ca DESIGN BY: GRB Call before you dig. CHECKED BY: WSW a O TO INSIDE FACE OF STRUCTURES. CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH ONE INCH m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. < THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY C1 54.87' 35.00' 34.89' 89°49'32" N45°08'29"E 49.42' INCH SCALE ACCORDINGLY o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED:9/9/2020 o a INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-309 Q) 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 o M2 FROM THE ENGINEER. a 0 U (JUS E. BRACE STREET E. BRACE COURT J-U-B ENGINEERS, INC. / o 3 C-306 � — C-307, �? v Block N 1 7 © C� . 0 34/ 33 \ w � O32 28 14 35 CU z m O E oti Qo � W i O V co 0 o CD � a O W � C) c7 I X z COU=PIRR PIRR - o •,1 - > of >> \2 z cn -0 — - - N ._ 2 O - - - — _- - - - -� - - —� — - - - s - - - - - — - - - — \ _ QQ W UK - --- > > - — O - --- � \ s� s 00 - - SO, S0 SoRu-, - so�2 s02� — — sO� SOO 10 s9q S `99 8 Z 9� 7 Gay — �• `� -- `� x �' �� 7 '�6+ '�6+ 'Rcp — — — — M i Cfl G C� U Sri cc —- F + C N N N N N N N r 6 _ M / 1 3 / / / r. ^ ^ � � 69 3 0> + o o o o o� o �` �� S \ 1 I 0 p _ 47341 _ -- — A A A A A A �ri R- = X b� - - - >, --�-- 10 _ X 6'� o O '0 )6, _ _ '0 •t� - - — I O FA�s — ao- �� F O� F` F — — - 9 9 oHP 9 9 X o P m ! • F W — - - _ °- - - - - - ° b�- S Koftz — W v f LLI _ 00 O� _ - O N I-- O W 2 }} Z N -- n_-�3 �3 - — d3 - -d3 ��---d3 - --- - �-d3 ---� 3 -- -- -d3 - - -d3 - Imo- -d3 - ---d3 --- CO_ 3 -----d3 -- - - --- --- - ---- In --- - �� + ---d --- -- - - - 00--d3 -- - --- 3 --- d3 -- d3 --- d N - VV , I d 3 d3 �.a d - - - ---d3 d3 Z � (n - N _ J O�` ---SS --SS ---- ss — s-- s — -- -- 03 Y . nn --- SS - S SS -- SS�-- SS SS -LLIS -- SS - - o SS-M) - -SS — SS - SS - SS --SS SS W � U Ld FC oy G G Q G `1• G 0 G G "� G ti G h G '� G "� N N G °� G I W Q NO`L' F. 01 00 9 5 F' 00 �' g°�' �i F. 0 - - 0 9 U N a l - 60 _ H 4 S. EAGLE ROAD N N 4 I �, o INDEX MAP 10683 - w----- w--- -w ----w---- w--- -w-----w- w-----w----- w- --- w----- w -- ---M } } I J+ �o -- w-- --w - -- w---- w-----w w ---- w ---- w----- w-- -- 00 + > > + C-309 of -PP o x W o s�orrwoN° r n 6 N 0 o N E. LAKE HAZEL ROAD I F{{ 0 If�I JLA4� ROADWAY NOTES a W a W z z zJm p O EDGE OF PAVEMENT Q z u, 0 a HORZ 0 ✓30 60 0 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC >- W 0 m Q OFFSITE IMPROVEMENTS SD-709. 2.0% MAX. CROSS SLOPE. ° z � J Q } PUBLIC ROADWAY ® 3' WIDE GRAVEL SHOULDER o Ui 3 ax VERT 0 5 10 ® SAWCUT PAVEMENT PER ACHD ROADWAY NOTE 5 ON SHEET L <' � ° Q C-002. ALSO PER ACHD SUPPLEMENT TO ISPWC SD-303. Z a a � w SCALE IN FEET � � � � z J z MATCH EXISTING m W of 0 EXISTING TELEPHONE PEDESTAL TO BE RELOCATED. FINAL U Z W � o o CD LOCATION SHALL BE COORDINATED WITH ACHD AND SHALL BE °W ° T � W Z W 1 0 m IN ACCORDANCE WITH AASHTO CLEARANCE GUIDELINES = 2 ° _ a W O H H pC 2725 2725 © EXISTING ROAD SIGN TO BE RELOCATED. FINAL LOCATION 0� J = SHALL BE COORDINATED WITH ACHD AND SHALL BE IN Q E o ACCORDANCE WITH AASHTO CLEARANCE GUIDELINES Z n o EXISTING TREES AND SHRUBS TO BE REMOVED a, W m 3: z 0 UUj 8 EXISTING ASPHALT DRIVEWAY APPROACH TO BE REMOVED AND = ' z n 2720 0 2720 REPLACED AND EXTENDED TO SIDEWALK m W J O w + o EXISTING POWER POLE TO BE RELOCATED. FINAL LOCATION o � a o 0 N O SHALL BE COORDINATED WITH ACHD AND RELEVANT UTILITIES Z 0 00 AND SHALL BE IN ACCORDANCE WITH AASHTO CLEARANCE r- 0 GUILDELINES. N 0 O LO 2715 0 0 2715 10 EXISTING GRAVEL APPROACH TO BE REMOVED N O LO O + O O O (� ^ N � � O T o `4 ,8q r N O c14 O O 00 NI 27,0 _ �4'°°� N + 0 0 0 0 2710 DRAINAGE NOTES z \ -3.449, N rn o^ 0 0 0o N o D1 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC Z o FINISH GRADE `� rn O 0D rn o o 0 - 7 SD-604A 0 EDGE OF - N O00 000 o O N + (0 w PAVEMENT N N NN o STORM DRAIN A. SEE SHEET C-502 N N + — W 2.]° J '^ N2705 � 2705 D3 STORM DRAIN C. SEE SHEET C-504 > a O __ -2.607. O z z — L _ -2.42! m 2 � w o EXISTING GROUND — 1.969; 0 Q W m ® EDGE OF PAVEMENT —— D -1.22� — z �' 2700 -1.40% 2700 Z Q O 0 a -0.64% -0.29% cc _ _ -1.20� z U) Plans Are Accepted For Public Q p w Y 2695 2695 Street Construction = W NI By stamping and signing the improvement plans, the Registered W W LL Engineer ensures the District that the plans conform to all District N r� r� L rn rn 00 o rn rn 00 0 o policies and standards. Variances or waivers must be specifically = o Ln n n � o 0) Ln co Ln ao Ln CO �o r O o Ln r� 0 ao Ln n 0 7 O 0) 0 00 00 0 � LO n It N N 0 0 0 0 0 rn 0 00 Cd 00 Cd 00 and previously approved by the District in writing. Acceptance of the !n 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� CA o) 0 0 CA 0) CA � n � n r r- r r- � r- � r- � r r r- � P 0 m 0 m 0 (0 0 improvement plans b the District does not relieve the Registered Q w 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 N p p y g 2690 2690 Engineer of these responsibilities. U) a 15+25 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 21+75 W w BY DATE o ADA COUNTY HIGHWAY DISTRICT 0= w z z w 0 m • (zU • U) z z o w • m U FILE: 10-20-082_C-310 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 o � z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m ELEVATION. Kr10W V has below. 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE Ca DESIGN BY: GRB Call before you dig. CHECKED BY: WSW o v TO INSIDE FACE OF STRUCTURES. a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY Ln o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED:9/9/2020 o N INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-31 0 Q) 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 o M2 FROM THE ENGINEER. a 0 U (JOU-B E. BRACE STREET E. BRACE COURT J-U-B ENGINEERS, INC. 3 C-306 - -C-307, 00 U z O � J tt o ~ O a co z CI m U .� E FL U 0 S o LU i � � Q000 a _ Leo o LU Z3 't 0 cY cn <q �qY W — X — COvi _ SEE SHEET C-307 \ � W ) ai �` III ICI�I I II 30� � N W o •� o Block 1 00 Y I I , 1 C 13 12 �� N Q I III U I\ 11 10 o I III �� F. pq �� 3 N 20.00' \v N z II V 0 0 2694 2694 w IM P o U 2 2697 5 rn ` III I I 3p3 % 6 �+ 2698 6, N cfl 6' 6, 6, 2 I \ 1q � S9j 9 22gggg 9 9 9 9 I a Qc^ - O 6' 2699 ,S - - - - - - - .R - - - - - - - - - - ,��6-8- - - - °yA 10683 o L6,Sw�pg O O 6g'I SIN o - - O — 2697 M INDEX MAP �, o + I _ _ C-309 N 3 1 -26_9 UP rn 3 6 1 \ 1 !y 9rf O F U �— x — —x — —x — x x --- _� — —x — ---x --- —x -----x ----x — -- ---- x — ---x x � �� OTT W ONE r w F,o 6' FA 6' E. LAKE HAZEL ROAD _ . W -60 H� r� ss- nHP oHP �s nHP ^z tc,cr oHP G oHP — -C o - - �s-o — o P S Ham— oHP cog-- O� W O — Z N - m-- -- - ao J -- `-_—d3 ----d3 --- �d3 --- d3 -----d3 ----d —— — —--—d -- -- -- — M— — —d3 -----d3 ---- Z W 6 ss ss O —SS s '�- ss -- ss Q-- ss ---ss - �.-- 9ss -- -ss - ss ss - O- ss - -� '�- --ss�> -ss U 9) FC — _ G '� �G h r G O -G 6 V '� Q N •g� — �i.601• �601• � ¢ � 01• � �@ \�c, 06. � Off. T\J— kro• �GO00 � \ o � cd 6 6 6 0 ROADWAY NOTES Z - W - - - - - - - a 4 rn Z CD o S. EAGLE ROAD 4 0 EDGE OF PAVEMENT L Q z Iw --- w——— --- C) ----- w----- w——— M w --- w M Z-- w---- w l -- — w �� R � O a 0 ---- w----- '^,- (, N m N w 7 02 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC 0 = z °W° w Q SD-709. 2.0% MAX. CROSS SLOPE. o o J } zt= � �n m O 3' WIDE GRAVEL SHOULDER o Ui 3 ax ® SAWCUT PAVEMENT PER ACHD ROADWAY NOTE 5 ON SHEET z ~ � ° } Q za � m C-002. ALSO PER ACHD SUPPLEMENT TO ISPWC SD-303. 3 U � 0 z w Z MATCH EXISTING 3: 0 m W of o a < zo0 <n O ASPHALT EMERGENCY ACCESS ROAD o z = O � w Z HORZ 0 30 60 Wz ' 0EE m � WoWm © EXISTING POWER POLE TO BE RELOCATED. FINAL LOCATION M 2 o = a OFFSITE IMPROVEMENTS SHALL BE COORDINATED WITH ACHD AND RELEVANT UTILITIES � a � 3 � AND SHALL BE IN ACCORDANCE WITH AASHTO CLEARANCE Q T o o w PUBLIC ROADWAY VERT 0 5 10 GUILDELINES. Z n M m SCALE IN FEET w > o R1W � z J W m a Q W ~O Y _ Z :) (n (n � JWOf of W 2710 2710 H 2 Z O O (na (n O Z 0 0 r 0 CO O + 0 I� (O 0 2705 N N K) to M (0 + rn „� a 2705 N N N N N N + 0 LO LO N N In W T p N N 0 DRAINAGE NOTES O N z 00 2700 2700 D1 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC z o 0 EDGE 0 PAVEMENT SD-604A O -0.86% -0.40% -0.47% D2 STORM DRAIN A. SEE SHEET C-502 W LU __ -0.48! w ------ ---- --- -0.69% -0.42% D3 STORM DRAIN C. SEE SHEET C-504 J U) -- -------- — ————————— > p Liz 2695 2695 W Z ® EDGE OF PAVEMENT CO CO Q w W 0 o m z O = 2690 2690 z � Q � 0 Q z � z — a � N o o N (0Pr) L Plans Are Accepted For PublicLU Q p w } Q6 (6 Q0 (6 Ln (6 Ln L6 � Street Construction = w Y � (A M (A M Cn M Cn O-) CA O) CA O) (A O) 0 0 (n co (0 co to co to co CO co CO co to co (0 co CO co '^ N N N N N N N N N N N N N N N N N By stamping and signing the improvement plans, the Registered W CJJ of 2685 2685 Engineer ensures the District that the plans conform to all District r� 0 21+75 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+006+10 policies and standards. Variances or waivers must be specifically rS 2 Cc W r P P Y = 1- 0 and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Q oEngineer of these responsibilities. C/) W w BY DATE o ADA COUNTY HIGHWAY DISTRICT L W z z 55 Cn 0 -0 0 • N U) CURVE TABLE NZ • m J CURVE # LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH U FILE: 10-20-082_C-311 o NOTES TO CONTRACTOR C1 15.71 ' 10.00' 10.00' 89°59'53" N44°46'14"W 14.14' JUB PROJ.#:10 20 082 z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m ELEVATION. Know wharS �W. � 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE C2 15.71 10.00 10.00 90°00 07 N45°13 46 E 14.14 DESIGN BY: GRB Call before you dig. CHECKED BY: WSW o v TO INSIDE FACE OF STRUCTURES. a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY Ln o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED:9/9/2020 o a INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-311 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 o M2 FROM THE ENGINEER. M 01 Pi PI PIOR—'- P RRo R HIM — PiRR= = — PiRR �� R ■(ri ■ Block 4 = PIRR EX. SSCO 2 \ 8 7 `� / z� 53 J-U-B ENGINEERS INC. EX. SSMH SMC12 0- S 52 SSMH F1 Z Cz N W• FUTURE J o v FP ss - ss PHASE Cn O coSSMH Al O O oo E LU •u) O (D O Block 1 L U � 0 � -6 51 Z U � 07 =3_ Block 2 13 12 Z � '— c � SSMH A2 \ A 50 0 80 160 LJJ O SSMH B1 m SSMH A3 � — - - — - - - - - - - - - - - - - ° - - - 4 - - 1 -____-- I� SCALE IN FEET � - - - � —I I I SSMH E2 L 9 I I II � 49 Block 2 Block 1 I I o`� -ER 1. 2 3 4 5 6 2 3 4 5 6 7 I a SSMH B2 SSMH C3 10683 i SSMH A4 SSMH C1 g 10 48 1 19rE O F \�P � I II i •SCpT T I E. BRAC( STREET ss W - - ss - - - ��;E.ssBRA E 60U T s _ =SSMHC5 SSMH A5 I 11 47 32 20 3 o Y) w SSMH C2 LL z � z 31 1 21 Block 1 I = w w 46 SSMH C4 12 I W co Q O I � I d 5 � zw Q SSMH B3 O zH W mJ � eo � � � 1 30 2 19 18 17 I 13 � ¢ Rm ° °° 45 a 22 15 13 I �n � Z - � J \ 16 I c� � - - } Q NQ �I � N I a � � mWw z 29 3 SSMH E1 I j LLQU ? zo J 23 14 I oo = � 8 � w p I 44 IQ I x )LIL SSMH � I SSMH As \ I I Lu I w I � oo � o w z a 28 j SSMH 84 24 Z n �Z-:) o O Qwwo° � 43 4 Z) T D_ SSMH D1 w > o \ SSMH B5 11 LOU, m3: z N 25 QW0 � Y 26 28 � � zOf Block 1 6 o � � = zo 0 I 42 i \ Block 3 \ 27 I � � oc� ac� z � I 7 JI 41 27 ?� 25 �� 8 29 \ T / // 24 30 / g cm u 40 / Is z N / SSMH A7 � � W \ � 10 ss w o / SSMH A10 > > 12 Q i _ 22 SSMH Bs 31 O Z 0 / SSMH A9 SSMH A11 / / / 14 I I = Q Cn SSMH A8 \ /� 13LU I I m Q SSMH A1\ Block 3 I �I ' (�E IDIANt APPROVED FOR 0 38 ,/ ,� i I \\ \ � 32 I IDAHO U) — J z I \ \ I CONSTRUCTION Q - - - - - - - - - - - � / I I \ � z e\� 20 I These plans and/or specifications have been reviewed for a _ — — — — — — — — — — — I \ I ( compliance with Meridian City Standards and Specifications. \ \ �1 g I This review does not relieve the owner, engineer, of contractor Q J � I I I I \ 33 I I of the responsibility to design and/or construct those facilities in J — Q n I I I I \ SSMH A13 \ � 18 I II i compliance with all current applicable federal, state and local oI I I I \\ \ \ �� \ \17 I laws, rules, regulations, ordinances, development agreements, �r w ; b I I I I \ Block 1 I specifications, orders of approvals, all of which the City retains — O I I I I \ 16 34 I the right to enforce. Inconsistencies not noted by City staff shall = `SSMH A14 SS, �� not be construed as approved unless specifically addressed in \ \ 15 I writing by the City. Any proposed revision to these plans must be Q LU o \ I submitted for review and compliance with the Meridian City C� Cr \ \ VF \ \SSMH B7 I Standards and Specifications before said revision is constructed. w \ w \ I 11 w \ 35 o _ — _ s' ,� Name Date I I U) � I I �� \�� SSMH A15 \ 36 Nz SSMH B8 I I j • ow II I II • C0 U I IfhI I FILE: 10-20-082_C-400 o 1 JUB PROJ.#:10-20-082 Cr O � 37 I DRAWN BY: EE,GRB CIDcwj I I Kr1owmito r5 below. DESIGN BY: GRB o U I I I j Call before you dig. CHECKED BY: WSW a m I I f ONE INCH , I � I I AT FULL SIZE, IF NOT ONE I III CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY M o rn o LAST UPDATED:9/15/2020 o � - - - J — — — — — — — — — — — I ADVANCE BEFORE YOU DIG, SHEET NUMBER: GRADE, OR EXCAVATE FOR THE E. LAKE HAZEL ROAD MA UNDERGROUND MARKING OF --- W ---- W----- W----- W----- W-- - --- W----- W----- --- ----- ----- v�'i C 00 � " - - - - - - - - - - - - - - - - - - - - - MEMBER UTILITIES o � o= o �1 SEE SHEET C-408 ' - SEWEL LINE F LO (JUS W Cd ill I I C-412 Block 2 � �� ' J-U-B ENGINEERS, INC. II U lil COMMON 12.4 LF 8" W I �� Z HORZ 0 30 60 I AREA SEWER LINE C o 33.4 LF 8 W ''W1 O o J O ft W6 W2 *04 C-408 - C-409 z .o c� o w � - _ 0 00 VERT 0 5 10L �i I ws w o w �° w W LIJ i I o SCALE IN FEET I I I - s1 -�, - - - v W ' Z U 00 � _ SSMH A5 - 16+00 1 I ,, z_ i cn _ x }_, 0 1 I I 8 w / 15+ 0 y SS SS W = J U (D W � N dC 91 6 LF SSMH A4 SS 172' _j N Q N w SFIyF Z _0 12 I S1 �66 2 LU z 0 \ R W W7 o LLJ SS N w SEWER LINE F o �I �I 1� W U �Q6\ N SEE SHEET C-412 w W3 SSMH A3 y STA: 15+37 STA: 16+02 I o o S1 % STA: 14+63 W5 S2 LEN: 35' SZ LEN: 35' oL j / SZ LEN: 32' INV: 699.6 INV: 703.0 INV: 696.2M L v N a o o F W Y � LLJo � I II III o COMMON I � a 10683 AREA W o Block 2 (� 3 13 F Block 1 4 cn s� �o �4 Block 4 I o 0 0 0 48 47 46 I 9rf OF I OTT W ON��, + 01 INDEX MAP � TOP � o �° II I � -v0 �F , - - d� ��E 30.7 LF 8" W �I 49 o W 10.4 LF 8" W 3 W6 ~ 6 1W9 W7 �` x < zWm o O z2U) o W6 111 2.5 LF 6" W - - , SEWER KEYED NOTES R � 0 Q 0 I ¢ z � 172 W8 W3 W 147' 0zzmw Q a Q W1 1 +oo o - - -acrid - - - - - as d aa� ��,� - ��d ��d S1 48"� SEWER MANHOLE PER ISPWC SD-501 o z � m a 103.0 LF 8" W W - - W � y I s2 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC 0 U a � w w o, SS SSMH A2 I rn � O � � w n . S1 SD-51 1A. MARK PER COM SD-SW3 c0 5 z g - Q o zQ Rm 9+50 a 10+00- - - WZ - � � W4 �� i _ _ _ _ _ _ _ _ _ _ _ _ _ _ s3 FIELD LOCATE AND REMOVE EXISTING SEWER CLEAN-OUT. CONNECT a ; � � z w Z S - - �- - - - - - S SS N 1 - _ NEW PIPE TO EXISTING. CONTRACTOR TO VERIFY LOCATION AND Ix m w o EX. SSCO 2 a SSMH Al S1 ,y4/I - _ _ _ _ _ _ _ ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY a a 0 � z o `� STA: 12 II- S1 � LEN: 33' - - - - - - - - - - S3 I II - - - - - - - - - - - - - - - - - - - DISCREPANCIES. ° o = � C ~ o i v: 6r. I I s4 4" TRAFFIC RATED CLEAN-OUT PER ISPWC SD 506A o o Q X --- -X --- -X --- -X -----X --- X ----X -----X - ---X - ---X -- 2 : U) o � = WATER KEYED NOTES ZQ E " o w S 10+90 S1 LEN: 38' I r ------- o :W:) o - QwW = STA: 10+20 � � w1 8 GATE VALVE PER COM SD-W1 1 � W m � Z S1 LEN: 35' F' - W5 S1 LEN: 35 IN 687.2 TOE - TOE J , , w Q INV: 685.2 INV: 686.0 W2 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD-403 = � z n SEWER LINE A ca � JwLU LU w3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON 00 = a >_ S. PIONEER TRAIL WAY SHEET C-002 o co a o z w4 2710 2710 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON SHEET C-002 w5 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 ws 11 .25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 0 2705 2705 W7 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 T ws REMOVE EXISTING BLOW-OFF. BLOW-OFF CAN BE RE-USED AT O ANOTHER LOCATION. CONNECT TO EXISTING WATER MAIN. FIELD z 0I FINISH GRADE W VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION J o ® � OF SEWER Z - z_ W9 FIRE HYDRANT ASSEMBLY PER COM SD-W8 O IL 2700 2700 O w -� VJ Ir 276% > O LE EXISTING GROUND - 238.5 z -- 12" C900 __ m a a cU ® � OF SEWER - J� STORM DRAIN ® 4 00q� 2695 0 2695 _ -- C��fEPIDIANt co - --- __---- °° 5g.3 LF a" Pv� APPROVED FOR 0 Q W a 8" WATER \ 4p0q, SSMH A5 1DAeO CONSTRUCTION U) 0- z l -- VC ® STA: 15+12.64 0.00' z 15" GRAVITY ION 76,2 LF a" p RIM: 2703.81 These plans and/or specifications have been reviewed for 0 Q � Ir -_ 8" IN: 2695.54 S 2-7 - LLJ LIJ Q 2690 ----- ( ) compliance with Meridian City Standards and Specifications. 0 SSMH A4 8" OUT: 2695.44 (N) 2690 This review does not relieve the owner, engineer, of contractor Q LU STA: 14+49.33, 0.00' LLI LU gq, RIM: 2701.09 of the responsibility to design and/or construct those facilities in J v g' PVC ® Z g 8" IN: 2693.06 (S) compliance with all current applicable federal, state and local = U) 158.4 LF 6" PRESSURE SSMH A3 laws, rules, regulations, ordinances, development agreements, W c) of 8 OUT: 2692.96 (N) g p g o IRRIGATION STA: 13+69.1 1, 0.00' o RIM: 2698.25 specifications, orders of approvals, all of which the City retains - z 0 2685 8" IN: 2689.91 (S) 2685 the right to enforce. Inconsistencies not noted by City staff shall = Q 56q" 8" OUT: 2689.81 (NW) not be construed as approved unless specifically addressed in 01� c, PVC ® 4 writing by the City. Any proposed revision to these plans must be W 0 113.6 LF EXISTING LF S" submitted for review and compliance with the Meridian City 8" PVC ® 0.84% 92.8 SSMH A2 Standards and Specifications before said revision is constructed. W Q STA: 12+06.74, 0.00' C 107.2 LF 8" PVC @ 0.847 RIM: 2693.54 C o 2680 8" IN: 2685.08 (SE) 2680 Name Date If SSMH Al 8" OUT: 2684.98 (N) EX. SSCO 2 STA: 1 1+09.97, 0.00' z STA: 10+00.00, 0.00' RIM: 2691.68 w RIM: 2691.82 8" IN: 2680.75 (S) 0LO 8" IN: 2679.75 (S) 8" IN: 2680.75 (E) 99 8" OUT: 2679.75 (N) 8" OUT: 2680.65 (N) 2675 -a 2675 z 9+50 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+15 • o w m U FILE: 10-20-082_C-401 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 o � o z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m ELEVATION. Knowwhes below. 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE C�► DESIGN BY: GRB Call before you dig. CHECKED BY: WSW o v TO INSIDE FACE OF STRUCTURES. a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE N COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY Ln o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED:9/15/2020 o a INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o ' 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: �? PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-401 Q) 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 o M2 FROM THE ENGINEER. a 0 _F_1 SEWER LINE F I fimU-B C-412 O Nt U J-U-B ENGINEERS, INC. woos U a� I Block 3 \ (\ E - 2�+ 03 0 � \ \ O� SEWER LINE C Z (z N I 30 29 28 \\ \ MA SEE 15NE 4 \\ \ 1 Cl)Ir J (D o \\ \\ 27 \ C - - C-409 J o o 00 E I \ LU 'in cQ0o 0 \ � o \ \ \ COMMON \ w w W � 't Q c� I \ \ AREA \ Z N Z X - o \ \ 67.9 LF 8" W \ U (D W C: CV CZ . . 40 \ \ ws SSMH A8 S1 Q N � SFiyF W _0 o w iQ •� acid aaa aaa - \ �� acid aaa ►tom: a, \ z I U)\ 43.6 LF 8" W ,n \ � \ ��F O N IZ W1 7.3 LF 6" W \ \ W6 ` w �`� 6 mi Cfl \ \ W5 3 U I\ Ld n 6\ � N a \ w2 /� p 315.6 LF 8" W 209.3 LF 8" W W3 w w w w w w W w w U 179' - 8+98- - - - - - -� - - \\ _ \ - `v 20+00 , / y �O(j� S FR 4��y 0° r \OI_ LC ' I w SS ss y SS SS Uj ss SS ASS 1 SSMH A7 a F O J W = W3 SSMH A6 S1 W3 W3 \ \ ? N \ STA: 20+38 10683 = w \ \ S2 LEN: 32' � 0� U N ` INV: 713.6 N P \ rF OF w4 I \ \\ S�OTT WONT r STA: 16+67 STA: 17+32 STA: 17+96 STA: 18+64 STA: 19+36 \ \ \ STA: 20+08 INDEX MAP IW4 S2 LEN: 35' S2 LEN: 35' W4 S2 LEN: 36' S2 LEN: 37' W4 S2 LEN: 38' \ S2 LEN: 38' INV: 705.2 INV: 706.1 INV: 706.5 INV: 707.2 INV: 708.8 \ \ \INV: 711.7 I \ \ � o Y) Irmn I Block 1 \ \ a z W \\\\\\ 39 � 2z0 :45 44 43 42 41 \ 40'\ SEWER KEYED NOTES R W ° Ww = zmw48"0 SEWER MANHOLE PER ISPWC SD-501 o Z � J D \ \ s2 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC o U Lj x I \ \ SD-51 1A. MARK PER COM SD—SW3 'n � z o } \ ` z � � am (D WATER KEYED NOTES a �'o m w o SEWER LINE A HORZ 0 30 60 oQWEDWo 0 S. PIONEER TRAIL WAY w1 FIRE HYDRANT ASSEMBLY PER COM SD—W8 0 z = ° �_ w o W0H � z � cn2WOWm w2 Ir- POTABLE/NON—POTABLE MAIN CROSSING SEE WATER NOTE 2 ON W a o M J a_ VERT 0 5 10 SHEET C-002 � 3: Q� �- SCALE IN FEET w3 POTABLE/NON—POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON z E ? o 0 2730 273o SHEET C-002 w o / W4 3/4" DOUBLE SERVICE CONNECTION PER COM SD—W3/ W W m 3: z / QwoUUj) Y / w5 1 1 .25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 =� �o Z W / � pp W J W // ws 45' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 0 = Z ° o 2725 2725 o co a co Z i i 2720 /' 2720 EXISTING GROUND / r o ® OF SEWER /- o U / Ni z W o FINISH GRADE i 2-7 J 0 2715 ® OF SEWE 2715 - 0LL w O w / CJ) IY 8" WATER 6" PRESSURE > W a IRRIGATION„ z 2710 i ® 0.42% U Q�.,� Lr o rv�. 2710 m = Q w Q a co ' STA: 20+84.28M0.O8 C��fEP\IDIANt-- APPROVED FOR 0 Q 7W � " 2,g3% SSMH A7 I Q A H O J 7 o pVC RIM: 2721.54 CONSTRUCTION U) J z 269•9 LF S STA: 20+ M: 2 0.00' 8" IN: 2710.53 (E) 0 z a RIM: 2718.60 2705 8" IN: 2710.22 (SE) 8" OUT: 2710.43 (NW) 2705 These plans and/or specifications have been reviewed for Q _ 8" OUT: 2710.12 (N) compliance with Meridian City Standards and Specifications. Q Q j j w �' 67.3 LF 8" PVC ® 0.42% This review does not relieve the owner, en ineer, of contractor of the responsibility to design and/or construct those facilities in J — W W U)icompliance with all current applicable federal, state and local �' pVC ® 2.76% laws, rules, regulations, ordinances, development agreements, w N 2700 __ 238 5 LF 8 2700 specifications, orders of approvals, all of which the City retains — Z SSMH A6 o STA: 17+55.08, 0.00' the right to enforce. Inconsistencies not noted by City staff shall = Q RIM: 2711.92 not be construed as approved unless specifically addressed in w 8" IN: 2702.22 (S) writing by the City. Any proposed revision to these plans must be W 0 8" OUT: 2702.12 (N) submitted for review and compliance with the Meridian City w Q a Standards and Specifications before said revision is constructed. C Cn w 2695 2695 C o Name Date w z z VJ^ w Cn 0 2690 2690 -a 0 16+15 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+25 (Z U • U) z z o w • m U FILE: 10-20-082_C-402 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 oIr o z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m ELEVATION. Knowwhes below. 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D C�►) MEASURED FROM INSIDE FACE DESIGN BY: GRB Call before you dig. CHECKED BY: WSW o U TO INSIDE FACE OF STRUCTURES. a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE N COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY Ln o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED:9/9/2020 o N INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. cc\:)' N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-402 Q) 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 o M2 FROM THE ENGINEER. a 0 _F_1 SEWER LINE F I fimU-B �Y C-412 C:) U J-U-B ENGINEERS, INC. 25 Q OVP RR � Ow � Z 23 SEWER LINE C _ (� (V N 1 0 J tt o IRR 2s co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C^ - - C-409 J pC .0 0 coo c E / LU u, o 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - -sTA--2z+-8,t- - - - - - - - - - - - - - - - - - - -Block 3 / W3 S2 LEN: 46' 22 / W w LLJ � Q Cl? Uj � 0 STA: 22+36 INV: 718.2 / / Z N Z X o S2 LEN: 41' STA: 23+34 / / ' U W � INV: 717.9 52.1 LF 8" W S2 LEN: 42' / / / w N W ` SF�YF Z W INV: 718.5 / / z O V) R W •� STA: 21+85 54.4 LF 8" W W 1 J tiF 6 m o / 27 S2 INV: 45' o W5 9.5 LF 6" W/ W3 / / / e 21 ♦ U 06 N` W2 W2 W5 STA: 2�3+�8 w / cn \ 7// ' ` 57.8 LF 8" W W4 S1 SSMH A11- - � S2 I LEN: 4 . 20, � W3 1 23+00--SSMH Al2 / / ♦ 67.9 LF 8" W SSMH A10 / 1s ' `' S1 `� SF i ` STA: 21+32 -� 62. W2 STA: 24+75 NF I� W r C 0 s \ O - `2 LEN: 41' �► Z� k S"S / INV: 717.3 � _ry w / S2 LEN: 42 INV: 719.0 STA: 25+86 ` �� ¢ W2 �� 823 �F W3 S2 LEN: 43' U � 10683 W2 w.. W INV: 718.9 0� 1 9 '11,9 W2 SSMH A9 s lF OF S1 w4 A n _ � �scoTT WON�c�� r o m syF COMMON / W2 N W4 W2 =z INDEX MAP !f ;- AREA / / Z �� / / � , 7w8 LF 8., W 56.4 LF w� 1 IR / 25+ 00 / l% s - - c� o' z z W ` SSMH A13O Q'F Q z w Q S1 s SSMH A14 cd S1 -PP� = 2 U) c / / SEWER KEYED NOTES R Q z / Ln0a Ir O � wUw ° 0- w = zmw Q 48"0 SEWER MANHOLE PER ISPWC SD-501 o Z � � D m of QQf 0 HORZ 0 30 60 s2 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC v, o z o w� SD 51 1A. MARK PER COM SD SW3 z Q m Q ♦ ' ♦ � � WATER KEYED NOTES < �o m w � o VERT 0 5 10 oaW � Zo cn SEWER LINE A SCALE IN FEET W1 FIRE HYDRANT ASSEMBLY PER COM SD-W8 W o � ? ° J o 2 H U - W cn 0 E S. PIONEER TRAIL WAY w2 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON w a 0 M J SHEET C-002 0� J w3 Cn 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 z E Is0 0 2740 2740 w = 0 W4 1 1 .25' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 W W mtz Z EXISTING GROUND w5 22.50` ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 = � Z � n ® OF SEWER Cn of J w it 00Of = a >_ _j = z0 2735 --- 2735 � 0 U) < U) z ----- 2730 2730 T m FINISH GRADE O 0 ® � OF SEWER 2-7C\j W o z J_ 0 2725 2725 O IL w z 8" WATER O _ (n Cc o U cz.D 2720 2720 p = z w co 0 z W C��fEPIDIANt-- APPROVED FOR _ a Q Z IQAHO CONSTRUCTION cn n z = 2715 2715 These plans and/or specifications have been reviewed for Q a oC cc compliance with Meridian City Standards and Specifications. >W W w 75.0 LF 8" PVC ® 0.42% This review does not relieve the owner, engineer, of contractor Q 0 178.0 LF 8" PVC ® 0.42% of the responsibility to design and/or construct those facilities in J U LU Y 46.9 LF 8" PVC CAD 0.42� 48.9 LF 8" PVC CAD 0.42� compliance with all current applicable federal, state and local `° 50.6 LF 8" PVC ® 0.42% NI laws, rules, regulations, ordinances, development agreements, w C) 0 2710 SSMH A13 SSMH A14 2710 specifications, orders of approvals, all of which the City retains - Z N STA: 24+95.94 0.00' STA: 25+74.98, 0.00' o SSMH A10 SSMH A11 SSMH Al2 � the right to enforce. Inconsistencies not noted by City staff shall = a SSMH A9 RIM: 2724.76 RIM: 2724.39 STA: 22+10.14, 0.00 STA: 22+61.04, 0.00' STA: 23+13.94, 0.00' .. 8" IN: 2713.09 (E) not be construed as approved unless specifically addressed in � STA: 21+55.57, 0.00' RIM: 2723.36 RIM: 2723.61 RIM: 2723.90 8 IN: 2712.68 (SE) a 8" IN: 2711.23 (E) 8" IN: 2711.53 (SE) 8" IN: 2711.83 (SE) 8" OUT: 2712.58 (NW) writing by the City. Any proposed revision to these plans must be W w RIM: 2723.07 8" OUT: 2712.99 (NW) 0 8" IN: 2710.92 (E) w submitted for review and compliance with the Meridian City 2705 8" OUT: 2710.82 (W) 8 OUT: 2711.13 (W) 8" OUT: 2711.43 (W) 8" OUT: 2711.73 (NW) 2705 w Standards and Specifications before said revision is constructed. a 0 Name Date w z z VJ U^ w 0 2700 2700 0 21+25 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+15 U) z z o w • m U FILE: 10-20-082_C-403 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 oIr 0 z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m ELEVATION. Kr10W m*mrS below. 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE C�► DESIGN BY: GRB Call before you dig. CHECKED BY: WSW o v TO INSIDE FACE OF STRUCTURES. a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE c COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY Ln o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED:9/9/2020 0 o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. , o � 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: �? PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-403 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 _F_1 SEWER LINE F I fimU-B C-412 O Nt U J-U-B ENGINEERS, INC. C) c SEWER LINE C Z N 1 Cz� � o co 1 s 15 C-408 - - C-409 J 0 .o O O E 17 LU cn O Q0 I 0-19 -- -- -- - 18 - w w W � 't 0 C? — 00 X J U (r W 5 C: `\I LLI 13.8 LF 6" W S F� It N \n F C) CD STA: 29+26 'SF �j Of I I STA: 27+95 STA: 28+60 S2 LEN: 50' LO STA: 27+30 S2 LEN: 41' 0 W5 I STA: 26+65 ' S2 LEN: 41' O . INV: 716.7 C'\ 6 Uj N �� N S2 LEN: 41' W4 .1 S2 INV: 718 LEN: 42 INV: 717.8 W4 INV: 7175 W8 110 INV: 718.4 z I 56.4 LF 8" W 5 � W8 W2 / rmi-I 8„ W YY IN IN W6 \ F q O J 349.0 LF w =m w YY W W3 29+0 W3 —SSMH Al - W7 13.0 LF 8" W m VV3 - W3 - 0- - s S1 1 W9 /� 10683 W3 _ - - �7+00- - - - as 11.0 LF 8" W l.��o U — - - SS n N as as W9r I 0) 1+ - ---- !y f OF N S p w�, w �, ITT WO r 0 8.0 LF 6" W COMMON INDEX MAP !f ;- I AREA I Y) W o � I = < z U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��P�� SEWER KEYED NOTES W ¢ z < 0 - - - - - - - - - - >- W S W - - S 1L = z00w Q - - - --- - - - -- - -- -- - - - - -- ----- ----- - S� s1 48 0 SEWER MANHOLE PER ISPWC SD-501 Z J m --- ----- - 3: x s2 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC o Uj 3 w - -� � - SD-51 1 A. MARK PER COM SD-SW3 � � z g } Q WATER KEYED NOTES < �o m w Of o SEWER LINE A HORZ o 30 60 oaW Zo <n W1 8" GATE VALVE PER COM SD-W1 1 0 oz = � o° � w o W � = Z E. PARULO DRIVE °, 2 W o W m W2 8 x8 TEE WITH THRUST BLOCK PER ISPWC SD-403 w a o tz � VERT 0 5 10 � " ~ � � ~ w3 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON Q � o � o W SCALE IN FEET SHEET C-002 Q o w o 2740 2740 w4 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 W > m tz z w5 3/4" SINGLE SERVICE CONNECTION PER COM SD-W2 Q � z Z uof W J W6 22.50` ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 M: = z o � 0U) < U) o 2735 2735 w7 45° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 Z EXISTING GROUND W8 FIRE HYDRANT ASSEMBLY PER COM SD-W8 OF SEWER w9 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 3 ON - --- _- -------------- SHEET C-002 0 2730 " — — ———— 2730 r o 0 0 U Z N ` W o FINISH GRADE 0 2725 OF SEWER Z J 2725 0 LL w O w V C J z > W Q — 0 U z 8" WATER 0 = Z 2720 2720 m a as w C��fEPIDIANt-- APPROVED FOR C/) 0 Q z Cn CONSTRUCTION U) z J 2715 2715 These plans and/or specifications have been reviewed for a � � = 353.5 LF 8" PVC ® 0.63% compliance with Meridian City Standards and Specifications. >W W U) This review does not relieve the owner, engineer, of contractor Q 0 SS MH A15 6 PRESSURE W W Y STA: 29+32.47, 0.( of the responsibility to design and/or construct those facilities in J — IRRIGATION Cn � y RIM: 2722.50 compliance with all current applicable federal, state and local �I 8" OUT: 2715.31 (W) laws, rules, regulations, ordinances, development agreements, (D w 0 o 2710 2710 specifications, orders of approvals, all of which the City retains — Z o the right to enforce. Inconsistencies not noted by City staff shall = a not be construed as approved unless specifically addressed in 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 a Standards and Specifications before said revision is constructed. C LU 2705 2705 C o Name Date w z z VJ^ w m 2700 2700 • -0 o 26+15 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 (z U • U) z z o w • m U FILE: 10-20-082_C-404 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 o � o z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m ELEVATION. Knowwhes below. 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D C�►) MEASURED FROM INSIDE FACE DESIGN BY: GRB Call before you dig. CHECKED BY: WSW o U TO INSIDE FACE OF STRUCTURES. a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE C COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY Ln o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG LAST UPDATED:9/9/2020 o a INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-404 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 �1 SEWER LINE F U ■B SEWER LINE C U') SEE SHEET C-408 C-412 Q ' J-U-B ENGINEERS, INC. 1 U l Ali V c x SEWER LINE C Z Cz N 2 ' 1 _ - - W c� co co Cn O 00� ' C 408� C-409 J w .o C:) C0 E TOP II w w r- C)FUTURE II F I STA: 15+23 ' ' , Z U 00 °P - dd _ TOE TOp PHASE S2 LEN: 46' W5 N x }, No _ !j°� - \ \ I INV: 690.1 U v w .� C_� aj T 6 10 0 � � � w N w SF�yF z � � o � IF All N1 z O �' W � N n tiF, Q \ w7 I w1 W1 w3 ® r^ _ C� m CC) � I� \ W6 N" U ��6\ ~ - - - - - W - - - V 184.4 LF 8W N Q � 0 W � W3 w ;� w w � w 134w LF 8" W w 9�8 �F��. �m � ^� S3 ~ S1 Li SMH B� ui - W2 W3 - SSMH 62 S7 W3 W4 _ - ' O - 9+50 i SS 0+00 EX. SSMH SMC12 0` �11+00 ` ` 12+00 SS; L +00 - - - --Y4+0� +0� - 1 + �-% SSI- ��- sS SS. SS Ss SS �, SSMH B3 S1 p �Q S WFR e 179' / `9p. oo O F q z p4 ,• , Sf Q IF —' w r , � 10683 5 P R , ` U � s o � o, ��FA / 0 � �N:: �a�� N hT3�- - acrid � � a O� OFLi '° P - I I INDEX MAP 1 of ' x l II g ; U w ' z Z F- Q Hw Q ZJm o � ww FO o SEWER KEYED NOTES } Cn o Q o IL = zmw Q c x CD I 2 S1 48"0 SEWER MANHOLE PER ISPWC SD-501 oo o , J Q } w F 1 1 �¢ EEma m A s2 4 SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC o Ui � � w SD-51 1A. MARK PER COM SD-SW3 z o } zQ � � mQ �. s3 FIELD LOCATE AND CONNECT TO EXISTING MANHOLE. CONTRACTOR TO n g ca- z w Z VERIFY LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY i 2 m w of o 0 <n HORZ 0 30 60 ENGINEER OF ANY DISCREPANCIES. o Z = o w z SEWER LINE B WATER KEYED NOTES y 22 10 o W m °� S. CUBOLA WAY Ix0 � ~ ~ J m VERT 0 5 10 w1 8" GATE VALVE PER COM SD-W1 1 J = o Cn SCALE IN FEET Z E Is0 0 W2 8" CROSS WITH THRUST BLOCK PER ISPWC SD-403 w W, o 0 w3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON W W m � Q 2700 270o SHEET C-002 = Z Z) U) w4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON m W Of w FINISH GRADE � = z O ® � OF SEWER SHEET C-002 z � O cn Q cn � 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 2695 EXISTING GROUND - -------- - 2695 ws 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 ® OF SEWER / - -------- W7 TEMPORARY 2" BLOW-OFF ASSEMBLY PER COM SD-W13 1 / 12" C900 ------ STORM DRAIN ---- ------_...,� � ` 8" WATER � LO ------ i 2690 15" GRAVITY 2690 O IRRIGATION Ni EXISTING 0 8" WATER w z o w C/� Q -7 2685 LF $ PVC ® q..46% 2685 � � z z .2 SSMH 63 0 O z 0 STA: 15+57.96, 0.00' w 0 0 170.9 LF 8" PVC ® 0.42% RIM: 2695.73 m Q CO s" IN: 2686.36 (S) C��fEPIDIANt co APPROVED FOR ran 0 z w Cn 267.9 LF 10" PVC ® 0.59% 8" OUT: 2686.26 (N) 2680 I D A!I O Q z 2680 o SSMH 62 aL STA: 14+46.82, 0.00' CONSTRUCTION cn n J = SSMH B1 RIM: 2695.02 These plans and/or specifications have been reviewed for 0 Q � IIr 8" IN: 2681.48 (S) 2-7 _ W W = STA: 12+71.94, 0.00' compliance with Meridian City Standards and Specifications. Q 0 a 8" IN: 2681.48 (W) This review does not relieve the owner, engineer, of contractor � EX. SSMH SMC12 RIM: 2693.89 w �8" IN: 2681.48 (E) W W STA: 10+00.00, 0.00' 8" IN: 2680.67 S � 2675 2675 of the responsibility to design and/or construct those facilities in J — Y RIM: 2691.28 10" OUT: 2680.40 (N) 8 OUT: 2681.38 (N) � W U) Wi 10" IN: 2678.83 (S) compliance with all current applicable federal, state and local 0 10" OUT: 2678.73 (N) laws, rules, regulations, ordinances, development agreements, w o specifications, orders of approvals, all of which the City retains — z o the right to enforce. Inconsistencies not noted by City staff shall = Q not be construed as approved unless specifically addressed in w 2670 2670 writing by the City. Any proposed revision to these plans must be w o submitted for review and compliance with the Meridian City w Q a Standards and Specifications before said revision is constructed. C w co G 2 O Name Date LU w 2665 2665 z 9+50 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 w O m_ • U) z z o w • m U FILE: 10-20-082_C-405 Q NOTES TO CONTRACTOR JUB PROJ.#:10-20-082 o � o z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB m ELEVATION. Knowwhes below. 0 2. SEWER LENGTHS ARE HORIZONTALLY (2D C�►) MEASURED FROM INSIDE FACE DESIGN BY: GRB Call before you dig. CHECKED BY: WSW o v TO INSIDE FACE OF STRUCTURES. a m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE C COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY Ln o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED: 10/5/2020 o C\j INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-405 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 R LINE F 7 LO (�J-U-B 22 C-412 "1 ' \ ' U J-U-B ENGINEERS, INC. ' STA: 16+22 ' U (3) LEN: 42' S2 23 z C 00 INV: 690.6 ' SEWER LINE C o J O 00•hco .b 27 s3 C - - C-409 z •o 0 0"'0 E �x a� 8 29 V 24 Block 1 COMMON LU u) p Q0 o �/� '� 9.1 LF 6" w 25 26 AREA w r w W � 't Q c i �� 9R6 W5 z N !Z� X 0 �<v ` STA: 17+25 U v W cz �Q• Gj Ar 81 LEN: 46' S2 Q N w SF Z INV: 691.0 p Z 0 �F� LU •i 0 W4 8.0 LF 6" W _j /tiF STA: 20+49 A W2 LEN: 45' S2 W3 STA: 19+84 p INV: 692.6 �s STA: 18+10 N � I CV LEN: 43' S2 LEN: 43' S2 ,��y s 8•• � STA: 19+12 INV: 692.3 " • \ INV: 691.5 LEN: 42' S2 W2 VV5 N v 4 • ) W1 INV: 692.0 m 1 ooso, w W1 OD " w =m S1 SSMH B4 �04.7 �F 8., W1 W1 w 167.6 LF 8 w w i m ' Ott FR 4iNF W \ K' _ a0- q ss w W4 W4 W1 _ � o to O 122.9 LF 8 w w SS' (� - - - SSSS w 10683 \ \�00 73.7 LF 8., W w � SS o OD ( U 3SS 16 - - �0 SO p W 1 �9 Pao ' sS - ° _ _ 19+00 SS SS p OF S1 SSMH B5 W1 SC�TT WON��, + STA: 17+31 W' ® STA: 21+70 ' INDEX MAP O S2 LEN: 34 INV: 691.1 W2 S2 LEN: 33' ' STA: 21+03 W2 INV: 693.2 STA: 17+94 S2 LEN: 34 STA: 20+38 ' z z F- S2 LEN: 37' INV: 692.9 Q w Q 4 O STA: 18+53.07 STA: 19+73 VV2 S2 LEN: 36 Uj z J m o INV: 691.3 INV: 692.6 = 2 U) v S2 LEN: 31' STA: 19+07 S2 LEN: 37 ' LD Q z INV: 691.5 W2 S2 LEN: 37' INV: 692.3 SEWER KEYED NOTES R W ° W 6 INV: 692.4 ' 0 w 0 z00w s1 48"0 SEWER MANHOLE PER ISPWC SD-501 � J D } �z � � cn m Q � mo 7 13 ' s2 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC o Uj� � w Block 3 12 SD-51 1A. MARK PER COM SD-SW3 z Q Z L m J Q 8 10 11 WATER KEYED NOTES < i o m w 'f o w 9 w1 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON o z = - o o w z SHEET C-002 n U_ o W m Cc HORZ 0 30 60 w2 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 W ° o ( Cn Q - w � w3 3/4" SINGLE SERVICE CONNECTION PER COM SD-W3 ? o 0 SEWER LINE B VERT 0 5 10 w4 1 1 .25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 W m z SCALE IN FEET co S. CUBOLA WAY w5 FIRE HYDRANT ASSEMBLY PER COM SD-W8 = � Z � n cnoJwOf Of LU H 2 Z O � 0U) < U) O z 2710 2710 0 2705 2705 r 0 8 FINISH GRADE O XISTING GROUND CAD (L OF SEWER Z o 0 OF SEWER W z 0 2700 -_ _ ____-_ ----- -- ----- -------- -------- -------- ------ 2700 O LL __ -- - O LU _ ------ o __ 12" C900 - O cz7 8" WATER STORM DRAIN 0 = z w 2695 Q 2695 m CO C��fEPIDIANt-- APPROVED FOR 0 Q W n Z Cz IQAHO CONSTRUCTION Cn z J Q These plans and/or specifications have been reviewed for Q � cc 2690 354.1 LF 8" PVC ® 0.74% 2690 compliance with Meridian City Standards and Specifications. >W W w ,� This review does not relieve the owner, engineer, of contractor Q 0 139.9 LF 8 PVC0 0.55% of the responsibility to design and/or construct those facilities in J LU � 147.2 LF 8" PVC ® 0.72% compliance with all current applicable federal, state and local �I SSMH 65 laws, rules, regulations, ordinances, development agreements, V w C) o STA: 18+53.05, 0.00' specifications, orders of approvals, all of which the City retains - z N 2685 SSMH B4 RIM: 2697.21 2685 the right to enforce. Inconsistencies not noted by City staff shall = Q STA: 17+09.12, 0.00' 8" IN: 2688.38 (SE)RIM: 2696.50 4" IN: 2689.05 (SW) not be construed as approved unless specifically addressed in Q w 8" IN: 2687.52 (SE) writing by the City. Any proposed revision to these plans must be W 8" OUT: 2688.28 (NW) 0 8" OUT: 2687.42 (N) submitted for review and compliance with the Meridian City w Q a Standards and Specifications before said revision is constructed.co C 2 2680 2680 C O Name Date w z ^ z VJ w Cn m 2675 2675 • M 0 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 21+85 o w • L J U NOTES TO CONTRACTOR FILE: 10 20 082_C 406 -p J 6 JUB PROJ.#:10-20-082 C7 cow 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB ELEVATION. Kr10W m mrs below. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE C�► DESIGN BY: GRB 6 O TO INSIDE FACE OF STRUCTURES. Call before you dig. CHECKED BY: WSW m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY 0 o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED:9/9/2020 0C\J o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o � 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: �? PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-406 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 SEWER LINE F I U-Bh Block 1 / I l 34 32 C:)33 35 / / 31 / I C-412 / I J-U-B ENGINEERS, INC. 30 S 8 / 36 - � o I STA: 22+46 STA: 23+10 STA: 23+75 STA: 24+40 L a Q 1 32.0 LF 8" W S2 INV:N 697.6: 48 INVN 700.9 LE : 48 INVN 703.5 LE : 48' INVN 705.4 S2 LEN: 47' / / I I �OJ z C INV: 708.2/ I Ld SEWER LINE C z � O 41.7 LF 8" W 34.8 LF 8" W I m N o OSTA: 22+19 W5 W5 W6 C-408 C-409 Z S2 LEN: 40' W5 W6 W9 / i / I 2 U C co� CM INV: 695.0 W6 / W6 I w � .O C:) 00 � E W7 / W7 STA: 25+35 S2 I Y J LLI U Q0 C)LEN: 42' I g w w LLI p M / INV: 710.8 I w z V - o 214.9 LF 8" W / 37 P RR w z I N w w w w W. / W5 y--- I I _ (D W C cv I Z W4 W4 W4 W4 W4 W4 I a N w SF<y z ' W4 SSMH 66 S1 23+00 24+00 25+Oq STA: 25+68 S2 I T � \ �� ti L1J .N SS SS SS SS ISS SS H\ LEN: 39 0 I IC F 9 m O ,��,0 INV: 711.9 I w �� I � ti1,9 8.0 LF 6" W 134' W4 W11 w U O6 TC► a, S1 SSMH B7 I W1 N \ I N SF��jVF 22+00 r / 27+00 28+o0I M M M M � Y. / W7 - - - - - - - - - -178.7 LF 8" W- - - - I C�X8S 32.0 LF 8" W 57.6 LF 8" W S1 13.0 LF 8 W / SSMH B8 H\ W8 0 / 10 SF R \OI C. w1 W8 4� F Wi 11.0 LF 8" W \ q - - - - - - - - - - - - - � COMMON 'd AREA / l W2 2 �o /l - - - i 3 � � - W9 / / I I 10683 / COMMON / / I � I �� U � s o W3 AREA • OFAq Block 3 13.8 LF 6 W W7 W8 / / I INDEX MAP � I 3 1 15 1111, / 3 W3 26.5 LF 8" W HORZ 0 30 60 12.0 LF 8" W // / I o w SSMH Al S1 / / a z Yj co p SEWER KEYED NOTES R � o Q 0 Ir VERT 0 5 10 S / / 00 = Zmw Q SCALE IN FEET SEWER LINE B SEE SNee LINE q °' / / s1 48"0 SEWER MANHOLE PER ISPWC SD-501 > z � m o m C140 s2 4" SEWER SERVICE CONNECTION @ 2% MIN. SLOPE PER O Ui� � x S. CUBOLA WAY 4 � o � w ISPWC SD-51 1 A. MARK PER COM SD-SW3 3 � z o } zQ � � mQ 2730 � 2755 WATER KEYED NOTES ' ED z w � omw � 0 o ' W zo <n / W1 8" GATE VALVE PER COM SD-W1 1 o = � o � w z W0H = Z � O wm ~ / W2 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD-403 W o o° o �- 2725 2750 W3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 Q ( o � o w / /� \ ON SHEET C-002 Q o w o / // W4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE w > Of t o / 3 ON SHEET C-002 W W m Q JW � � Y 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 � Z W EXISTING GROUND ED � Of Uj = z O 2720 0 OF SEWER / 2745 yyg 1 1 .25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 o coa coOz 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 45° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 2715 / 2740 W9 FIRE HYDRANT ASSEMBLY PER COM SD-W8 o INISH GRADE / r 0 (1 OF SEWER / / FINISH GRADE O 12" GATE VALVE PER COM SD-W11 o / / ® OF 8 WATER 12 x 12„x8 TEE WITH THRUST BLOCK PER ISPWC SD-403 O U 46.3 L%8" PVC 0 6.43% z of 2710 2735 w/ � ,� z J / 0 LL i / EXISTING GROUND 0 w i / 0 OF 8" WATER U) / 8" WATER - W < 2705 _- 2730 > 0 p cz� - SSMH B8 = z STA: 25+71.22, 0.00' m Q Q -- 8" OUT: 2708.001(NE) C��fEPIDIAN* APPROVED FOR 8.26 z CO p w _ Q z 2700 - - ------ SSMH B7 Z 2725 IDAHO CONSTRUCTION � 0- z a 5g% STA: 25+20.94, 0.00 7 01� cc 8" WATER pVC ® 4 RIM: 2714.63 These plans and/or specifications have been reviewed for p Q �F 8 8" IN: 2705.02 (SW) compliance with Meridian City Standards and Specifications. z - >W W 305.8 8" OUT: 2705.02 (N) This review does not relieve the owner, engineer, of contractor Q p of the responsibility to design and/or construct those facilities in J - W W compliance with all current applicable federal, state and local Ni 2695 2720 laws, rules, regulations, ordinances, development agreements, w p o specifications, orders of approvals, all of which the City retains - Z o the right to enforce. Inconsistencies not noted by City staff shall = Q not be construed as approved unless specifically addressed in wwriting by the City. Any proposed revision to these plans must be W o 2690 submitted for review and compliance with the Meridian City w Q 2715 Standards and Specifications before said revision is constructed. a SSMH B6 C w STA: 22+11.16, 0.00' G RIM: 2701.07 8" IN: 2691.11 (S) Name Date w 4" IN: 2691.78 (NE) z 8" OUT: 2691.01 (NW) 5 2685 I071n w 0 21+85 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 -2 o M U) U) o w • CO J U NOTES TO CONTRACTOR FILE: 10 20 082_C 407 -p J 6 JUB PROJ.#:10-20-082 C7 cow 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB ELEVATION. Know VV mes below. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE DESIGN BY: GRB 6 o TO INSIDE FACE OF STRUCTURES. Call before you dig. CHECKED BY: WSW m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY 0 o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED:9/9/2020 0C\J C') INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o � 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: i2 6 PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-407 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 0 _F_1 SEWER LINE F I �i■U■B SEWER LINE A SEWER LINE B SEE SHEET C-401 SEE SHEET C-405 C-412 0 Nt \ i I Block 2 to 01 U J-U-B ENGINEERS, INC. 1 Block 2 Q 2 3 4 5 6 2 3 O I C)� SEWER LINE C Z (� N COMMON AREA _ - - - w Cl) co o co ce) C 408 C-409 w •o C:) 00 8.0 LF 6" W w 6 � L � M -6 s - 00 w � w Z U U STA: 1 1+13 STA: 1 1+78 STA: 12+43 STA: 13+08 STA: 13+73 STA: 15+20 z ' N - x }' O STA: 15+88 •- � CV LEN: 45 S2 W6 LEN: 45' S2 LEN: 45' S2 W6 LEN: 45' S2 LEN: 45 S2 LEN: 45 S2 S2 LEN: 45' I U z w Cz INV: 694.0 INV: 691.5 INV: 690.4 INV: 690.1 W7 INV: 689.7 INV: 689.0 W6 Q w S Cn •- W1 INV: 688.7 N � FiyF Z j � � � 48 W8 34.0 LF 8" W z 0 � / �' w S ' w8 i � C1` F e m (D Cll W3 p 3 D W2 W1 V W2 W4 W1 381.1 LF 6" W o 0) N \ N w w w 199.9 LF 8" W + � w w w w w I W4 175.6 LF 8" W1 W4 op W1 W4 266.4 LF 8" W I U ` 10 00 11+00 W5 12+00 13+00 W5 14+00 15+00 W5 16-4 l �il $ I I s ss SS s ss ss ss ss ss ss '� �� S wFR m �0�_ 'L S1 SSMH A5 S1 SSMH C2 S1 SSMH C1 O '•'•' _ 4�NF w r �'' 0 SSMH B2 S1 Z (� \ q ��} z _ Off ' f�,l Sf N �O `��• N 2 w V x 4� �� F� P Block 1 D U ' IRR N w 10683 47 0� V) n G 9r 0o�' "I 32 �u/ - - PIRR PIRLO � rysC�T�F v! 64.9 LF 8" W r W INDEX MAP !f ;- I Y w • Block 3 1 Block 1 Q z Q 31 ca 21 I � Wz _j o = 2 U) 46 SEWER KEYED NOTES R Q Z Ru) oao 12� IL d = U m LU ~ Q s1 48"0 SEWER MANHOLE PER ISPWC SD-501 o z m I �Q13fmo SEWER LINE E s2 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC o Uj� 19 w SEE SHEET C-41 1 SD-51 1A. MARK PER COM SD-SW3 �2' z g } Q HORZ 0 30 60 WATER KEYED NOTES Z � " 0 z w z � �omwOf O o ' W zo <n w1 8" GATE VALVE PER COM SD-W1 1 W o ? o J w z _ o cn � wOzm M � SEWER LINE C VERT 0 5 10 W2 8 x8 TEE WITH THRUST BLOCK PER ISPWC SD-403 w a o° � � SCALE IN FEET J = W E. BRACE STREET W3 8"x8" CROSS WITH THRUST BLOCK PER ISPWC SD-403 z T o ? o 0 W4 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON w w o SHEET C-002 W W m3: z 2710 2710 w5 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON = z SHEET C-002 Cn ofW pp W J W we 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 � = Z o 0 � ocnacn z w7 3/4" SINGLE SERVICE CONNECTION PER COM SD-W3 2705 2705 ws FIRE HYDRANT ASSEMBLY PER COM SD-W8 0 12" C900 T- oo o STORM DRAIN CD 2700 FINISH GRADE 2700 O C) 0 OF SEWER Z N w z------ - N ---------_ -- --- -- ----- EXISTING GROUND 0 w - --___--- ® � OF SEWER Cc 2695 - -___-- ------- 2695 SSMH A5 > O 0 0 STA: 10+00.00, 0.00' = z w RIM: 2703.81 130 m Q Q (� 8" IN: 2695.54 (S) 6 LF g" PVC C��fEPIDIANt-- APPROVED FOR 0 z w 2690 8" OUT: 2695.44 (N) 3 319, can SSMH C2 °°z 2690 '°A"° CONSTRUCTION � � z z STA: 1 1+05.90, 0.00' Q _ a RIM: 2699.61 z __ 8" OUT: 2692.57 E These plans and/or specifications have been reviewed for LLJ w o ( ) 4" PRESSURE Z Q � � = IRRIGATION compliance with Meridian City Standards and Specifications. > > U) This es not relieve the owner, engineer, f Uj view 2685 SSMH C1 195'9 LF g» PVC ® 2685 of theerespond�b lity to design and/or construct those fac I tiesoin } STA: 12+40.51, 0.00' 3.4 1,-,., Cn (n y RIM: 2696.02 compliance with all current applicable federal, state and local of 8" IN: 2688.25 (W) laws, rules, regulations, ordinances, development agreements, w C) o 8" IN: 2688.25 (S) 365.8 LF 8" PVC ® 0.42% specifications, orders of approvals, all of which the City retains - Z 0 8" OUT: 2688.15 (E) 0 the right to enforce. Inconsistencies not noted by City staff shall = Q not be construed as approved unless specifically addressed in 01� w 2680 SSMH B2 2680 writing by the City. Any proposed revision to these plans must be Q w o STA: 14+40.38, 0.00' submitted for review and compliance with the Meridian City Q RIM: 2695.02 a 8" IN: 2681.48 (S) Standards and Specifications before said revision is constructed. w C Lu w 8" IN: 2681.48 (W) C 0 0 8" IN: 2681.48 (E) Name Date w 2675 8" OUT: 2681.38 (N) 2675 z 9+50 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 w O -2 o M N o LLJ z • L J U NOTES TO CONTRACTOR FILE: 10 20 082_C 408 -p J 6 JUB PROJ.#:10-20-082 C7 m z 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB Uj ELEVATION. Knowwhes below. 2. SEWER LENGTHS ARE HORIZONTALLY (2D Ca ) MEASURED FROM INSIDE FACE a DESIGN BY: GRB 6 o TO INSIDE FACE OF STRUCTURES. II before you dig. CHECKED BY: WSW m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY 0 o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED:9/9/2020 oC\J oN INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: �? PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-408 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 0 7 SEWER LINE D qE R LINE F SEE SHEET C-410 CJU-Bh Lf� C-412 C:) Block 1 U J-U-B ENGINEERS, INC. I 4 5 6 7 Q U I SEWER LINE C z Cz N I � J tt o 8.0 LF 6" W 57.4 LF 8" W 1 (nC: co CO co C - - C-409 Z � .0 CD 0000 r"-� E IJ LU in p Q0 0 I STA: 16+56 STA: 17+24 STA: 17+92 STA: 18+30 $ 1 _ LEN: 45' S2 S2 LEN: 45 LEN: 45' S2 LEN: 67' S2 ' Ir LLI C 00 M w w z U 0 INV: 688.8 W4 INV: 688.9 INV: 688.8 W4 INV: 688.2 U N c) Lu C_ C\j LLI Q w U C1 O� tiF Z w1 w N LJ 00 N LZ o C:) N p o + w w 266.4 LF 8"w w ° cn \ N V I W2 W3 W3 `n W3 6 -4 �F W3 SS - - SS SS SS s SSMH C3 Z Nrs, Ld '46• s1 11 �0� S wFR �/� m r �Qi_ � C V UJIw ° AP 14\ 0� S 1 \ F q O J ��' ��I sf fRF I/� Q c^ � - N77 19+00 SSMH C5 U w 10683 s SS s iRR SSMH C4 9 W8 \` 0� � s 1 STA: 16+72 W4 STA: 17+37 W2 �y f OF I S2 LEN: 35' g2 LEN: 35' . TT WONT r INV: 688.9 INV: 689.0 STA: 18+2 I S2 LEN: 42' 37.4 LF 8" W W6 W2 38.5 LF 8" w INDEX MAP INV: 688.4 w o � I a zW Q 12 = wwv � SEWER KEYED NOTES R Q z I W4 >- LUOQp oC d = U m w Q s1 48"0 SEWER MANHOLE PER ISPWC SD-501 0 0 � J D } I19 Block 1 STA: 18+75 � Q � m 0 m I 18 S2 LEN: 71' s2 4 SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC o ui� 7) w A 17 INV: 687.9 SD-51 1A. MARK PER COM SD-SW3 L < z g } Q WATER KEYED NOTES Z i Q ED I 0 Z W Z � �omw � O oa0 Zo <n I 16 W1 FIRE HYDRANT ASSEMBLY PER COM SD-W8 w zz °° J w p (n2 " OWm °C HORZ 0 30 60 VV2 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON W a 0 M J SHEET C-002 J w3 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON z ? o 0 SEWER LINE C SHEET C-002 � w � o � VERT 0 5 10 w4 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 W > w z E. BRACE STREET J w m Q SCALE IN FEET Q W ~O Z Y w5 1 1 .25° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 � �= o Z o ctf J �_ M: Z O 2710 2710 W6 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 0 co a co z w7 45' ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 W8 2" BLOW-OFF ASSEMBLY PER COM SD-W12 2705 2705 O T rn O0 U Z CV ` ILL]0 2700 2700 z J 0 O w FINISH GRADE EXISTING GRO ND U) Cc ® � OF SEWER ® � OF SEWER > 0 0 2695 - 2695 0 = z z - 0 - --- --- -- -------- -------- ------ m a Q U coco C��fEPIDIANt-- � a Cn APPROVED FOR � 0 z w w Z o IQAHO CONSTRUCTION Cn n z z 2690 2690 0 a (Y Ir o These plans and/or specifications have been reviewed for uJ W 8" WATER compliance with Meridian City Standards and Specifications. z 0 This review does not relieve the owner, engineer, of contractorLU Q of the responsibility to design and/or construct those facilities in J - W W compliance with all current applicable federal, state and local N laws, rules, regulations, ordinances, development agreements, w C) 0 2685 43.8 LF 8" PVC ® 0.427 2685 6 O specifications, orders of approvals, all of which the City retains - z 055.8 LF 8" PVCCAA 0.42% the right to enforce. Inconsistencies not noted by City staff shall = a 365.8 LF 8" PVC ® 0.42% not be construed as approved unless specifically addressed in w TSSMH C5 writing by the City. Any proposed revision to these plans must be a w SSMH C3 SSMH C4 submitted for review and compliance with the Meridian City U o STA: 19+17.72, 0.00 a 2680 STA: 18+10.13, 0.00' STA: 18+57.94, 0.00' RIM: 2692.99 2680 Standards and Specifications before said revision is constructed. w a RIM: 2694.34 RIM: 2694.00 � 8" IN: 2683.75 (S) 8 IN: 2683.13 (SE) 8" IN: 2683.41 (E) 0 8" OUT: 2683.03 (W) 8" OUT: 2683.31 (NW) 8" IN: 2683.75 (N) p 8" OUT: 2683.65 (W) Name Date x If w z z VJ U^ � 2675 2675 0 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 -2 0 M U) U) =3 ~w • o • CO J U NOTES TO CONTRACTOR FILE: 10 20 082_C 409 -p J 6 JUB PROJ.#:10-20-082 C7 m w 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB ELEVATION. Kr10W m mrs below. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE Caa DESIGN BY: GRB 6 0 TO INSIDE FACE OF STRUCTURES. II before you dig. CHECKED BY: WSW m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED: 10/1/2020 0 o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o 7 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY MARKING OF UNDERGROUND ENGINEER ANY DISCREPANCY. C-409 5. THIS DRAA WING, 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 �1 SEWER LINE C SEWER LINE F SEE SHEET C-409 CJU-Bh A u I C-412 0 1 J-U-B ENGINEERS, INC. s O U I 17 SEWER LINE C x SSMH C3 (A S1 I 1 0 � � co M A C-408 - C-409 z 0 .o 0 co CIO UJI U) O E w w Z U (D - x --- x - ---x ----- N > U (Dw � � N � x SSMH C4 y Q N w SF Z U) \ Block 1 I oHP C:) � PIRR X 16 7 $ N U �p6\ -- ---- - --- ----- - W1 CV r, m W5 W4 ^. 37.4 LF 8" W %Q I� W, 6 9 \ �► SS SS y ss SSMH E, 15 SSMH C5 W6 o SSMH E2 s, s1 0 $ s, 4 U � 10683 v , 9r o� � M f OF W2 W2 VV2 0 o ��TT WONT r w3 w3 W3 w3 If '- I � STA: 10+07 STA: 10+73 STA: 11+37 W7 STA: 12+79 INDEX MAP W3 STA: 13+33 I r ' S2 LEN: 30' S2 LEN: 30' S2 LEN: 30' LEN: 30 O S2 LEN: 30' S I I NV: 688.2 I NV: 687.6 I NV: 687.0 I NV: 688.5 I NV: 688.8 zZm o W W U M SEWER KEYED NOTES R Cn o Q 0 9 >- = UmH Q Z w Block 1 A sl 48"0 SEWER MANHOLE PER ISPWC SD-501 o Z t= J Q m 14 13 12 11 10 s2 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC ( a SD-51 1A. MARK PER COM SD-SW3 z Q K L m Q �0 � z w z WATER KEYED NOTES a 0 � 0 � o W w, POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON o z = o w z 1 SHEET C-002 y 1 o z J SEWER LINE C w2 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON W o ° � L) cUn SEE SHEET C-409 SHEET C-002 J o w3 3/4" SINGLE SERVICE CONNECTION PER COM SD-W3 Z o C o HORZ 0 30 60 < W � _ w4 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 a, W m � Z SEWER LINED w5 45° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 T � Z W SHARED DRIVEWAY VERT 0 5 10 m w J Of w w6 WATER METER CLUSTER LOCATION TO SERVE LOTS 9 AND 10 BLOCK � = z o 0 SCALE IN FEET 1 . CONTRACTOR TO LABEL THE BANK OF METERS WITH LOT AND o U) a U) z BLOCK NUMBERS 2705 2705 W7 WATER METER CLUSTER LOCATION TO SERVE LOTS 12 - 14 BLOCK 1 . CONTRACTOR TO LABEL THE BANK OF METERS WITH LOT AND BLOCK NUMBERS T 0 2700 2700 O z N 00 W o EXISTING GROUND Z J o ` o ® � OF SEWER O 'L --- O W 2695 — —— —— — — 2695 (n o ————— — ———————— —— ———————————————— ——— ———— W Q —— Q Ip z U 0 FINISH GRADE z_ o 0 OF SEWER 8" WATER m Q Q C) co 2690 2690C�,(fERIDIANt APPROVED FOR U) 0 Q W Q IDAHO CONSTRUCTION cn - n z Z These plans and/or specifications have been reviewed for p Q oc Ir L z — WW compliance with Meridian City Standards and Specifications. Q 185.0 LF 8" PVC 0 w 2685 ® 1.17% 147.1 LF 8' PVC ® 1.34% 2685 This review does not relieve the owner, engineer, of contractor Q of the responsibility to design and/or construct those facilities in J — W W y SSMH E1 compliance with all current applicable federal, state and local = C/5 (j) C\jSSMH E2 OD STA: 10+00.00, 0.00' laws, rules, regulations, ordinances, development agreements, Uj � RIM: 2695.12 STA: 13+40.08, 0.00' N 8" OUT: 2685.91 (N) SSMH C5 RIM: 2694.69 specifications, orders of approvals, all of which the City retains — Z STA: 11+88.99, 0.00' 8" OUT: 2685.71 (S) the right to enforce. Inconsistencies not noted by City staff shall = Q 2680 RIM: 2692.99 2680 not be construed as approved unless specifically addressed in 8" IN: 2683.75 (S) writing by the City. Any proposed revision to these plans must be W 0 8" IN: 2683.75 (N) submitted for review and compliance with the Meridian City w Q 8" OUT: 2683.65 (W) Standards and Specifications before said revision is constructed. C W c LU w O 2675 2675 Name Date w 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+90 z w Ln O -2 o M N o w • L J U NOTES TO CONTRACTOR FILE: 10 20 082_C 410 -p J 6 JUB PROJ.#:10-20-082 0 m w 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB ELEVATION. Know1Mhes below. �i C�► 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE DESIGN BY: GRB 60 TO INSIDE FACE OF STRUCTURES. �►aII before you dlg. CHECKED BY: WSW m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH 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 N RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED:9/9/2020 0 o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. N N 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: � 65 PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-41 O 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 _F_1 SEWER LINE C SEWER LINE F SEE SHEET C-408 L(� (rjU-Bh / C-412 � / U J-U-B ENGINEERS, INC. .Q 2 z 1 / / SEWER LINE C — Cz Cv Ir 0 co co o STA: 1 1+94 Block 3 (� Q - - _ ao 1 S2 LEN: 73' 4 �/ v-�Ov C 409 J O � 00 I0 E J INV: 691.6 Q� W .i O O W � co W5 w w z V (D — ao 5 STA: 12+40.48 U V W C_ No STA: 10+70 STA: 11+35 LEN: 61' S2 C� S2 LEN: 45' S2 LEN: 45' INV: 692.0 Q N w SF�� z (n a INV: 690.8 INV: 691.1 z C:) R LU � W5 W 1 w Of I (C) W4 N \ N W4 W2 W3 W4 W6 18.4 LF 6" W /1 w w 268.0 LF 8" W w w % r Block 2 90 W4 W7 �0 S wFR ,� Uj 4 - - - - Q �, . SSMH C1 0 - - - SS SS SS SS y SSMH D1 \ NF CD S1 w 10683 3 COMMON of S OTT WON�c�� r 10 AREA J L STA: 10+65 W5 STA: 11+30 INDEX MAP S2 LEN: 35 S2 LEN: 35' INV: 690.8 INV: 691.2 w STA: 12+40.48 Y) LEN: 54' S2 3 INV: 691.9 a Z w m o STA: 11+' w5 a SEWER KEYED NOTES R Q Z S2 LEN: 64 >- LU o a o 0- IRR >- w 0W H 0- 31 INV: 691.7 0 = z00w a Block 3 s1 48"0 SEWER MANHOLE PER ISPWC SD-501 0 0 } � QOmo m 30 28 /' s2 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC o Ui 3 w ax 29 / SD-51 1A. MARK PER COM SD-SW3 z Q z 0 m Q / WATER KEYED NOTES a 'o m w _ z � � Z � Z oa0 � Zo <n I 32 / W1 8" GATE VALVE PER COM SD-W1 1 o Z = � ° >t w o w21 � ZJ W m SEWER LINE C W2 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD-403 W o 0 UL) SEE SHEET C-408 �, w3 POTABLE/NON-POTABLE MAIN CROSSING SEE WATER NOTE 2 ON J (TD- o o Cn w Q - W � SHEET C-002 Z HORZ 0 30 60 w4 POTABLE/NON-POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON w > o SEWER LINE E SHEET C-002 _jU w5 3/4" DOUBLE SERVICE CONNECTION PER COM SD-W3 = o Z W S. PHOEBE PLACE VERT 0 5 10 m = Q Of} W ws 22.50° ELBOW WITH THRUST BLOCKING PER ISPWC SD-403 � = Z O o SCALE IN FEET O U) a z w7 FIRE HYDRANT ASSEMBLY PER COM SD-W8 2710 2710 O T T 2705 2705 O z N _ W 0 o EXISTING GROUND i z J o ® � OF SEWER O IL IL 0 w 2700 2700 (n o > p z _ __ _-- p = z o _ Z m Q W m 2695 - 2695C��fEPIDIANt—_ APPROVED FORpa z wD 8 WATERFINISH G DE Qo ® � OF SE ERz �oAHoCONSTRUCTION cn z n J a p These plans and/or specifications have been reviewed for Q oc cc compliance with Meridian City Standards and Specifications. >W W w 2690 2690 This review does not relieve the owner, engineer, of contractor Q 0 > 236.5 LF 8" PVC ® 0•92% of the responsibility to design and/or construct those facilities in J — W W y compliance with all current applicable federal, state and local = � 07 � SSMH D1 laws, rules, regulations, ordinances, development agreements, w C) C? STA: 12+40.48, 0.00' o RIM: 2697.55 specifications, orders of approvals, all of which the City retains — z o SSMH C1 4" IN: 2690.76 (SW) the right to enforce. Inconsistencies not noted by City staff shall = Q 2685 STA: 10+00.00, 0.00' 4" IN: 2690.76 (SE) 2685 not be construed as approved unless specifically addressed in (Y RIM: 2696.02 Q w 8 OUT: 2690.43 (N) writing by the City. Any proposed revision to these plans must be W 0 8" IN: 2688.25 (W) submitted for review and compliance with the Meridian City w Q 8" IN: 2688.25 (S) a 8" OUT: 2688.15 (E) Standards and Specifications before said revision is constructed.co C w G O w 2680 2680 Name Date z 9+75 10+00 10+50 11+00 11+50 12+00 12+50 12+77 w Cn O -2 o M 77- cn U) � ~ o w • L J U NOTES TO CONTRACTOR FILE: 10 20 082_C 411 -p J 6 JUB PROJ.#:10-20-082 0 m w 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB ELEVATION. � 5 �W. �i C�► 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE DESIGN BY: GRB 6 O TO INSIDE FACE OF STRUCTURES. �►aII before you dlg. CHECKED BY: WSW m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH a THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY o RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED:9/9/2020 o CR INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. o CO 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-411 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. a 0 �1 SEWER LINE A SEWER LINE F ■�■B SEE SHEET C-401 E C-412 0 101 101 d01 d01 U J-U-B ENGINEERS, INC. TOE --A TOP TOP TOP TOP TOP Block 4 T°� �°� `�� SOP °-0 8 � U 53 \ SEWER LINE C z Cz N o \°F 0 T°A o J tt p 1C-408 - C-409 w o o dol O i � LU .i OO Q0 00 U o L'l"I 't 0 00 STA: 10+77 STA: 11+� STA: 12+16 STA: 12+82 0 S2 LEN: 45 S2 LEN: 45 To 01 g2 LEN: 45 S2 LEN: 45 -0 U W Cz �\ INV: 684.8 W5 INV: 683.7 E TO 683.4 dTOE dG y 3 d01 TOE d01 Q N w SF� z Cl) y [3� LU 0= Q �O Z 0 N \ �R �A i O J Y ti y F O Block 1 V W1 cn \ I CV 52 � _ PW2 W4 W4 W3 W6 60\ w w w Q/ 0 A 10 0 - - �r+b 191.2 LF 8" W �i - 00 13+00 S ' s 1 E ss ss ss ss ss s s 1 �� wFR 4� m SSMH Al W3 �1 SSMH F1 NF q z p� Sf ER b J I D D q Q' 0 0 U � 10683 m �I T TOE TOE TO OE �C !y f OF d 01 Ol - --- do W5 sC NQ� 0 0 1 STA: 11+61 -° STA: 12+35 OTT WO t� o S2 LEN: 35' F s2 LEN: 35' INDEX MAP 51 \ INV: 683.4 INV: 683.4 FUTURE PHASE TOP - � 0 0 Q TOP TOP Block 2 TOE �o w FrI ° T 13 12 = LU Uj 0 SEWER KEYED NOTES } � o W o o s o � wm � a CL o QTOE S1 48"0 SEWER MANHOLE PER ISPWC SD-501 0 o � \ }Q � � O m s2 4" SEWER SERVICE CONNECTION ® 2% MIN. SLOPE PER ISPWC 0 Ui� � X ,I dol SD-51 1A. MARK PER COM SD-SW3 TOP ; � z o } Uj a WATER KEYED NOTES U Q 0 ~ w 50 � EnzOf z DOE a < zo 0 U) O TOE TOE T�F T TOE W1 8" GATE VALVE PER COM SD—W1 1 w o ? ° J 5W z SEWER LINE A W2 8"x8" TEE WITH THRUST BLOCK PER ISPWC SD-403 M 2 o O Q a_ W OU) HH pC SEE SHEET C-401 Of(W3 POTABLE/NON—POTABLE MAIN CROSSING SEE WATER NOTE 2 ON J = Z Cn SHEET C-002 z E o Is o 0 HORZ 0 30 60 w4 POTABLE/NON—POTABLE SERVICE CROSSING SEE WATER NOTE 3 ON w > : o 0 SHEET C-002 W m 3: Z SEWER LINE F W5 3/4" DOUBLE SERVICE CONNECTION PER COM SD—W3 = � z Z E. MARDIA STREET VERT 0 5 10 ca W J of w w6 TEMPORARY 2 BLOW—OFF ASSEMBLY PER CITY OF MERIDIAN Uj 00 = a >_ SCALE IN FEET SD-W13 ~ = Z o � oCnaCn o z T 0 2700 2700 N 0 z N00 W z 0 w 2695 EXISTING GROUND 2695 O ® OF SEWER > 0 0 --- —.—_--- � = z _ z --- — ---_ m Q LL 2s90 w -- --- --- — __— --- -------- 2690 APPROVED FOR � 0 z 0 C��fEPIDIANt _ Q z 0 s" WATER IDAliO CONSTRUCTION C/ n J a FINISH GRADE 12" C900 ® � OF SEWER STORM DRAIN These plans and/or specifications have been reviewed for 0 Q � cc compliance with Meridian City Standards and Specifications. >W W w2685 2685 This review does not relieve the owner, engineer, of contractor Q 0 of the responsibility to design and/or construct those facilities in J — W W Y compliance with all current applicable federal, state and local C/5 cf) 0 296.0 LF 8" PVC ® 0.43% laws, rules, regulations, ordinances, development agreements, w C) o specifications, orders of approvals, all of which the City retains — z 0 2680 2680 the right to enforce. Inconsistencies not noted by City staff shall = Q SSMH Al not be construed as approved unless specifically addressed in w STA: 10+00.00, 0.00' SSMH F1 writing by the City. Any proposed revision to these plans must be Q W RIM: 2691.68 STA: 13+00.00, 0.00' submitted for review and compliance with the Meridian City 8" IN: 2680.75 (S) RIM: 2690.58 Standards and Specifications before said revision is constructed. w Q co 8" IN: 2680.75 (E) 8" OUT: 2682.01 (W) a8" OUT: 2680.65 (N) = 2675 2675 Name Date w z z VJ U^ 55 O m • M 0 2670 2670 N 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 o w • m J U NOTES TO CONTRACTOR FILE: 10 20 082_C 412 -p J 6 JUB PROJ.#:10-20-082 C7 coz 1. ADD 2000 FEET TO ALL SPOT ELEVATIONS TO DETERMINE ACTUAL DRAWN BY: EE,GRB Uj ELEVATION. Kr10W m*mrS below. 2. SEWER LENGTHS ARE HORIZONTALLY (2D) MEASURED FROM INSIDE FACE C�► DESIGN BY: GRB 6 O TO INSIDE FACE OF STRUCTURES. Call before you dig. CHECKED BY: WSW m 3. LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE. ONE INCH a THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS PRIOR TO AT FULL SIZE, IF NOT ONE o COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND AGREES TO BE FULLY CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY N RESPONSIBLE SHOULD DAMAGES OCCUR DUE TO A FAILURE TO LOCATE, ADVANCE BEFORE YOU DIG, LAST UPDATED: 10/1/2020 0 o INACTIVATE, ABANDON OR PRESERVE SAID UTILITIES. No "6 4. CONTRACTOR TO FIELD VERIFY ALL EXISTING ELEVATIONS AND INVERTS GRADE, OR EXCAVATE FOR THE SHEET NUMBER: �? PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND NOTIFY ENGINEER OF ANY DISCREPANCY. MARKING OF UNDERGROUND C-412 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 0 R/W 46.00' R/W (JUS 27.00' 19.00, J-U-B ENGINEERS, INC. 5.0' 8.00' 13.50' 13.50' 5.0' 00% 702.28 TRC 2.00% 2.00% 694.72 r2XSW SWUC � 694.72 TRC MAX. 2% 2% 2% MAX. Cz N O 2-0 f Ia Q --- -- a � 2 p 06 � E o W •cn p co 0 s g 3" ROLLED CURB AND 2.5" ASPHALT, SP-3, CONCRETE SIDEWALK W i U 6g4.2C O 6g C SUPPLEMENT GUTTER TER ACH 0 ISPWC 1/2" MIX PG. 58-28 ACHD SPWC SDPP70E9 ETMP TO z X 0 I m �R SD-702 TYP. 4" OF 3/4" CRUSHED GRAVEL _ cV �° Lo U 0, 11" OF 6" MINUS PIT RUN W .� C� j z C/) o vi s �Q o I ��o TYPICAL 27 LOCAL STREET SECTION W '� \� p�°� C SCALE:N.T.S. m O CQ) 0- '97 D 69A R'i'C' 6g�G �o°' Cfl G CV \M 2.917. LOCC °'%K �O R 25.00 R 48.00 p CO c° VARIES VARIES 5.00' 20.5't 3 r Off ' GRAVEL •_ 4�. ��I Sf.fRF� s�� _ N 6'-15' 6'-15' SW 5 B��HOULDER I � �6C�3 70370 0.92% b� 1.00' VARIES - rn o VARIES VARIES VARIES 12.1-12.6' E. BRACE STREET �, Ni 1.00' c`9S .�. .3• 2.00' !y f OF b� - - - - 0.50% - - - - -0� - - 0.50% MP 2% S�OTT \413 �� t Nty E. BRACE STREET - ?% Q ° i � 0 cN N1 io 14" OF 6" MINUS PIT RUN EXISTING ROAD p w Q � Mo' 0 6" OF 3/4" CRUSHED GRAVEL Q Z Q ~ C) �/4.74q° Z J CO p W N �,� �40 of °' 3" ASPHALT LD < z < o >- WUwH O ,�° co rn 0.72% co 0.63% co r a, coo o � w m � Q C14 � L CYSCA . EAGLE ROAD SECTION L) z � � D m N 0�;9 LE:N.T.S. O Q m O \° tL I 5 U X 0. = ❑M D o� �'�' '9� �nZ) Zo Lu z � � am (D �� p ls9s Q � � UZ -j z 0� z0 O R o ° 50.00' W0 � ? O J C z n 0 p� v� � OOUjQ �"'s o� 7.00' 22.4't 3' GRAVEL � o 69.5 / CONCRETE SHOULDER Q o o W 6g532 0 I TRC 13 SIDEWALK 6.4't VARIES Q o w o 0 2.00% 2.00% C' VARIES VARIES VARIES 12.1-12.6' f � w Of _ -y 705.72 CRC o W 0 w ~ z TVC Jwm � Q 2.00' EXISTING ROAD = z TRC 1.13% 2.00% LU 695.21 2i 2% m w of w (DS. PIONEER TRAIL WAY AND E. BRACE STREET 695.34 TRC o < Q o-23 0 SCALEE:1"=10' z 3" ASPHALT 00 IR 6" OF 3/4" CRUSHED GRAVEL 14" OF 6" MINUS PIT RUN 695.47TRC GB E E. LAKE HAZEL ROAD SECTION Q T SCALE:N.T.S. O Cn �' 3 S. CUBO�AWAY AND E. BRACE STREETz o SCALE:1"_10 R R z 0 30.00'IL O U LU 20.00' LJJ = 0 o LU R/W 60.00' R/W Cn o �i i N 5.00' 10.00' 10.00' 5.00' ��' 30.00' 30.00' O W z 1.00' 1.00' uJ O o� - - - - 00' 8.00' 16.50' 16.50' 8.00' 00' 2% �1% 2% m w 0.50% - - - - - - -0.50% SW SW Q m E. BRACE STREET _i � ~ C/) 4 1 WIDE, e CONCRETE 0 a 0 0 c-soy RIBBON 2.5" ASPHALT U) z z = NI 0iI 2i _ f --- ----- 2 MAX. CURB TYP. 0 Q 1 4" OF 3 4" CRUSHED GRAVEL Q 11" OF 6" MINUS PIT RUN LU Of N ^ c<<n °^' ��' NOTE: REFER TO GEOTECHNICAL REPORT PREPARED BY - Y ,ri 6" VERTICAL CURB AND 2.5" ASPHALT, SP 3, ALLWEST TESTING & ENGINEERING, INC., DATED JANUARY 28, SHARED ACCESS CROSS SECTION a, CONCRETE SIDEWALK F Q � co 0.74% °' GUTTER PER ACHD 1 2 MIX PG. 58-28 2020 FOR PAVEMENT SECTION REQUIREMENTS. / SCALE:N.T.S. 0.48% 1 0.50% co `° SUPPLEMENT TO ACHD SUPPLEMENT TO w Ir � -y 4" OF 3/4" CRUSHED GRAVEL ISPWC SD-701 TYP. ISPWC SD-709 TYP. 0 o ��9s� 11" OF 6" MINUS PIT RUN = Q co �O°j� � 12" Q w A TYPICAL 33 LOCAL STREET SECTION p 0 W SCALE:N.T.S. Cn a �� ° g R/W R/W U a o a �R2 a TR G 08 60.00' co z a W x 6g6 rn L� �' 11 w00 m LLJ30.00' 30.00' 4" OF TYPE 1 z O AGGREGATE PER = 8.00' 16.50' 16.50' 8.00 ISPWC SECTION 80 U) � ° ' C; SW SW vi RIBBON CURB DETAIL -2 4 M _ SCALE:N.T.S. N m w TRC 1.56% 2 696.21 2 2% 2% 2f • J 696.28 TRC �� , FILE: 10-20-082_C-501 Plans Are Accepted For Public JUB PROJ.#:10-20-082 m ? TRC 2.00% Street Construction DRAWN BY: EE,GRB -0 U 696.32 GB 3" ROLLED CURB AND 2.5" ASPHALT, SP-3, KIIOWVVII� S W. DESIGN BY: GRB GUTTER PER ACHD 1 2" MIX PG. 58-28 CONCRETE SIDEWALK B stamping and signing the improvement plans, the Registered 0 0 / ACHD SUPPLEMENT TO Y P 9 9 g P P 9 �� before you dig. CHECKED BY: WSW E SUPPLEMENT TO ISPWC 4" OF 3/4" CRUSHED GRAVEL ISPWC SD-709 TYP. Engineer ensures the District that the plans conform to all District ONE INCH m SD-702, TYP. 7i D policies and standards. Variances or waivers must be specifically o 11" of s" MINUS PIT RUN and previously approved b the District in writing. Acceptance of the CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE P Y PP Y 9 P INCH SCALE ACCORDINGLY N improvement plans by the District does not relieve the Registered ADVANCE BEFORE YOU DIG, LAST UPDATED:9/15/2020 TYPICAL 33' LOCAL STREET SECTION Engineer of these responsibilities. CD N RACE STREET AND S. PHOEBE PLACEB SCALE:N.T.S. GRADE, OR EXCAVATE FOR THE SHEET NUMBER: (D-�s CALE:1"=10' BY DATE MARKING OF UNDERGROUND o ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES C-501 o � a p )) VARIES - SEE PLANS (J�V�B 5' SEEPAGE BED NOTES: 1 . REFER TO ACHD BMP-20 FOR SEEPAGE BED DETAILS AND J-U-B ENGINEERS, INC. NOTE: SPECIFICATIONS. 90'SEE PLANS FOR EXACT LOCATIONS WELL"A" 2. ACHD REQUIRES ELECTRONIC MARKERS AT ALL CORNERS OF b (1) OF WELLS, THIS DETAIL ONLY z UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR TO Z C SHOWS THEM FOR REFERENCE. 12" MIN. _ g — Cz CV WELL 'A' MAY BE LOCATED ON COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF a: J 0 EITHER END OF SEEPAGE BED. w MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. Uj C0 M O 4. CONTRACTOR SHALL PERFORM PERCOLATION TESTING AT O 000 E _ 9 PROPOSED UNDERGROUND INFILTRATION SYSTEM LOCATIONS LLJ .i O Q0 0 w PRIOR TO START OF CONSTRUCTION. NOTIFY ACHD INSPECTOR LLI " "t 12 r'? ) 48 HOURS PRIOR TO TESTING. Z X 00 INSTALL SOLID CAP AT END 180' — C o 5. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF LLJ c� OF PERFORATED PIPE a) GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE 3/8" PERFORATIONS IN VALLEYS OF Z CIS SAND AND GRESE TRAP BOTTOM DESIGN ELEVATION FOR ANY UNDERGROUND CORRUGATED PIPE. 5 EA. W �� PER ISPWC SD-624. MAY BE REPLACED WITH = INFILTRATION SYSTEM FACILITY AND/OR IF IT IS HIGHER THAN CO CD CATCH MANHOLE (ISPWC c� OBSERVATION WELL SD-611) IF 100-YR WRAP TOP AND SIDES OF 3 18" PERFORATED PVC w PER ACHD ANTICIPATED. 18" PIPE PREFORATION SCHEDULE TRENCH WITH GEOTEX 401 OR c-aoz (PERFORATIONS IN TOP Z a SUPPLEMENT TO 3 SCALE:N.T.S. CV FLOW RATE IS LESS Ln ISPWC SD-627 6. MAXIMUM DESIGN INFILTRATION RATE OF 8 IN/HR PER THE THAN 0.5 CFS SIMILAR PER ACHD BMP-20 HALF OF PIPE) a o GEOTECHNICAL EVALUATION DATED 28 JANUARY 2020 PREPARED N d ~ o BY ALLWEST TESTING ENGINEERING, INC. 7. GROUNDWATER ELEVATIONS AS NOTED IN KEYED NOTES PER NATIVE BACKFILL %�/��/��%� GROUNDWATER MONITORING REPORTS 15 JULY 2020 PREPARED L F SOLID WALL PVC PIPE I BY ALLWEST TESTING ENGINEERING, INC. o`� S 8. FOR UNDERGROUND INFILTRATION SYSTEMS IN THE ACHD a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o w I RIGHT—OF—WAY, NO TREES MAY BE PLANTED WITHIN 10' OF 10683 a THE SYSTEM �, o Q w IL 5' MIN. ' U) I 9. FOR UNDERGROUND INFILTRATION SYSTEMS IN A COMMON LOT, TOP POND ELEVATION 2694.5 !y 9rf OF \�P WASHED DRAIN ROCK NO TREES MAY BE PLANTED ABOVE THE SYSTEM 'SCOTT WONp�� 5' MIN. I I 10. EXTERNAL OBSERVATION WELL SHALL BE LOCATED EITHER ON '0 I � LO THE OPPOSITE SIDE OF THE STREET OR AT LEAST 50' FROM BOTTOM OF POND 2693.0 THE UNDERGROUND INFILTRATION SYSTEM. WELL SHALL HWL 2694.0 FOOT EXTEND TO AN ELEVATION 3' BELOW THE BOTTOM ELEVATION T , ,,��j��j Y) MAXIMUM PLATE b OF THE UNDERGROUND INFILTRATION SYSTEM. � Z W Q GROUNDWATER TYP. a z J oo p ELEVATION o 12. WOVEN FILTER FABRIC SHALL BE GEOTEX 401 OR OTHER = W � Vi MEETING STANDARDS IN ACHD SECTION 8202.23, BMP-20. "' (D a z FILTER SAND IN ACCORDANCE R � O a O WITH ISPWC SECTION 801 OR GRAVEL N t = Z m w Q ASTM C-33, WHICHEVER IS O w , � CONTRACTOR TO EXCAVATE TO Q 0 �- J D } MORE STRINGENT FREE DRAINING MATERIAL AND �Q O 3: 0 00 EXTERNAL OBSERVATION WELL BACKFILL WITH 9" MINUS CLEAN O Ui X UJ PER ACHD SUPPLEMENT TO PITRUN (OAE), PER GEOTECHNICAL co -2 z o -4 ISPWC SD-627. SEE NOTE 10 REPORT RECOMMENDATIONS z Q � 1 m a 0,§EEPAGE BED SECTION SECTION A-A Q ' o m w o SCALE:N.T.S. a ILLa w Wz o 0 > z 0T = 0t w 0 ai0LL0 J OC 0 = � Q 0- W O U) H H � 0C A 3:1 A Z � � 0 �L_ Wm Q LEGEND 3.1 = C� Z = LO (n of J W � (: WELL COVER, 8" DIA. WATERTIGHT GALVANIZED STEEL BOLT DOWN COVER AND CANISTER 5, m w _ W 2 OR 3 BOLT LID WITH 9/16" HEAD AND SAE THREADS, GASKETED = z O FINISH GRADE � CONCRETE (COLLAR), CLASS 3000 (ISPWC SECTION 703) o a z 2 OO 3/8" DIA HOLES OR SLOTS CUT INTO PIPE AT 3" ON CENTER O TRACER WIRE SHALL BE PLACED ON OUTSIDE OF PVC PIPE, MINIMUM 18 GAUGE, INSULATED, SINGLE- CONDUCTOR COPPER WIRE, INSULATION COLOR SHALL BE GREEN WITH THREE 6" DIAMETER COILS 14' I=11 I ' I -I l-I III = Q. = � PIPE SHALL BE PERFORATED PVC, ASTM D-3035, SDR 35. WELLS BACKFILLED IN A PIT REQUIRE 6" _ = PIPE. DRILLED WELLS MAY USE 4" PIPE IIIIIIIIII O' NONWOVEN FILTER FABRIC AROUND OPENINGS AND BOTTOM, FABRIC OVER CHIPS/DRAIN ROCK � o III--_N_ 3 �- POLYPROPYLENE FIBER REINFORCEMENT AT 1 1/2 LBS/CY PLAN T III-I' II ° . o Q O BACKFILL MATERIAL TO MATCH STORAGE MEDIA FOR OBSERVATION WELLS LOCATED WITHIN A BMP FACILIT". C\j "�, ''', °`s , USE PIPE BEDDING CHIPS FOR OBSERVATION WELLS LOCATED OUTSIDE BMP FACILITIES MPORARY STORMWATER POND I AND J- -; , (DIE SCALE:NTS Z Ni s NOTES: PLAN CONCRETE COLLAR 1. GROUNDWATER OBSERVATION WELLS ARE FOR MEASUREMENT OF GROUNDWATER LEVELS WITHIN OR NEAR z ~ N.T.S. STORM DRAINAGE FACILITIES O J 2. THIS DETAIL IS FOR WELLS INSTALLED BY DRILLING OR BY EXCAVATED PITS w Q 51 3. LOCATION OF GROUNDWATER OBSERVATION WELLS SHALL BE APPROVED BY ACHD (n c=n 4. OBSERVATION WELLS NOT ALLOWED IN CURB OR VALLEY GUTTER SECTION j w o 0 W 0 w 1— ' -0 18" m Q 9 0 co M Cf) 0 °. °. °. w W J03 Q- - - s - -� _ IIII 0 Z W x a III a Q = w = z LU W SECTION CONCRETE COLLAR Q z J Q } N.T.S. = LL.I cc C > Q N = O 4 (� N W O Cno oUj /r \U)` 9 Ir o o LLJ d o o (n o 0 W o o 0 O o o o W z 'A Z v, 2 W 0 7 -2 • M77- o z SECTION • o Uj 00 J N.T.S. FILE : 10-20-082_C-502 Plans Are Accepted For Public JUB PROJ.#:10-20-082 z Street Construction �� DRAWN BY: EE,GRB co v KrowVVmrs below. DESIGN BY: GRB 0 o By stamping and signing the improvement plans, the Registered Calli before you dig. CHECKED BY: WSW a 0 Engineer ensures the District that the plans conform to all District ONE INCH m policies and standards. Variances or waivers must be specifically a ? AT FULL SIZE, IF NOT ONE 0 2017 ACHD REVISION 2017 ACHD REVISION and previously approved by the District in writing. Acceptance of the CALL 2 BUSINESS DAYS IN INCH SCALE ACCORDINGLY N improvement plans by the District does not relieve the Registered ADVANCE BEFORE YOU DIG, LAST UPDATED:9/29/2020 o IDAHO STANDARDS IDAHO STANDARDS Engineer of these responsibilities. N FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING FOR PUBLIC WORKS GROUNDWATER STANDARD DRAWING gGRADE, OR EXCAVATE FOR THE SHEET NUMBER: CONSTRUCTION OBSERVATION WELL_ SD - 627 CONSTRUCTION OBSERVATION WEL_ SD- 627 ACHD SUPPLEMENT) ACHD SUPPLEMENT) BY DATE MARKING OF UNDERGROUND o 2 1 OF 2 2 OF 2 ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES C-502 o � � o CB D1 DMH Al STAA10D47.57, 15.67' R CB A2 D11 D2 CB D1 D1 SDMH D1 DRAINAGE NOTES (JUS N: 686502.76 E: 2464567.86 NN: 687078.03 E: 2463682.49 RIM: 2697.32 STA: 10+47.42, 15.67' L STA: 32+86.47 RIM: 2699.12 D1 48"� CATCH MANHOLE ISPWC SD-611 RIM: 2697.86\ 12" IN: 2694.17 (NE) RIM: 2697.31 RIM: 2697.78 INV IN: 2693.13 18" INV IN: 2694.05 12"(NE) 12" OUT: 2694.07 SW (Sw) J-U-B ENGINEERS INC. ( ) • 12" OUT: 2694.31 (SW) 12" OUT: 2694.78 (SW) INV OUT: 2693.13 18" SE , INV OUT: 2693.30 18"(W) 0 SUMP: 2693.07 SUMP: 2693.31 SUMP: 2693.78 ( )PIRR xo Q25 = 1.44 CFS D2 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC 12.1 LF 18" PVC ® 1.21% 25 = 0.18 CFS \ Q25 = 1.44 CFS o = 1.98 CFS s 11.0 LF 18" PVC ® 0.00% 10.0 LF 18" PVC ® 0.00% SD-604A Qioo = 0.25 CFS s Qio = 2.01 CFS D3 - 1RR / D1 SDMH D2 D3 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC C)N: 686489.63 E: 2464560.61 �, -------- a�ld SD-627 Cz CV 10.0 LF 18" PVC ® 0.00% \ 28.3 LF 12" PVC 00.50% \ RIM: 2698.98 J � O INV IN: 2693.13 18"(sw) 91.5 LF 18" PVC ® 0.00% D4 SEEPAGE BED A PER ACHD BMP-20 1 10.0 LF 18" PVC ® 0.00% 1.3 LF 12" PVC ® 1.80% 21.5 LF 12" C900 PERFORATED c-soz C'O M _ _ _ _ _ _ S _ . INV OUT: 2693.13 18"(NE) (PERFORATED) DIMENSIONS: 43.25 X60 X4.5 DEEP O I� SDMH A3 D1 - PVC ® 0.51% O 00 � INV OUT: 2693.13 18"(SE) STORAGE VOLUME=4,620 CF WATER W 'Z5 Q0 o D3 '� N: 687074.33 E: 2463666.84 O 3s.5 LF 18" PVC ® o.00% RIM: 2ss7.ss � � �� D7 MIN. ALLOWED INFILTRATION RATE=0.50 IN/HR W � � Q c0 (PERFORATED) INV IN: 2693.15 18'l 3.5 LF C900 26.5 LF 12 C900 29 FG: 2698.00 z 0 (D - o I 12" PVC CaD 3.16% Ss PVC ® 0.50% INV OUT: 2693.15 18"(S) � •- � N � 36.5 LF 18" PVC ® 0.00% s INV OUT: 2693.15 18"(W) 1 )3� S BOTTOM OF BED: 2692.00 Z LJJ La (PERFORATED) 11.0 LF 18 PVC ® 0.00% h C W BOTTOM OF SAND: 2690.50 \� <F 2 �e�Lq 0 v GW: 2683.40 LJJ > •� qy N a- D5 SEEPAGE BED B PER ACHD BMP-20 1 m Cfl CB D2 AV ly D4 'x SD 687059 33 E: 2463666.78 STA: 32+86.47 � C ® 09 \ DIMENSIONS: 93'X15'X4.5' DEEP -RIM: 2697.99 RIM: 2697.78 �S e 9 12" OUT: 2694.78 NE N INV IN: 2693.15 18'(N) '� INV OUT: 2693.15 18" S SUMP: 2693.78 S STORAGE VOLUME=2,527 CF WATER 36.5 LF 18" PVC ® 0.00% O Q25 = 1.31 CFS 2x MIN. ALLOWED INFILTRATION RATE=0.50 IN/HR (PERFORATED) s� INV OUT: 26193.1\ `8"(W) Q,00 = 1.31 CF FG: 2701 .70 11.0 LF 18 PVC ® 0.00% D3 10.0 LF 18" PVC ® 0.00% D3 TOP OF BED: 2700.20 '� \\ \ \ D1 ° BOTTOM OF BED: 2696.70 36.5 LF 18 PVC ® 0.00% PERFORATED SDMH A5 D1 k 3 SDMH D4 BOTTOM OF SAND: 2695.20 �0� (PERFORATED) STA: 32+86.47, 9.01' L r N: 687044.33 E: 2463666.73 RIM: 2698.05 0 RIM: 2697.95 18.5 LF 18" GW: 2683.40 PVC ® 0.00%P INV IN: 26S3.15 18"(N)\ 12" IN: 2694.67 (SW) D1 SDMH D3 4 D6 SEEPAGE BED C PER ACHD BMP-20G 10683 � Ij INV OUT: 2693.15 12" IN: 2694.67 (NE) STA: 32+09.05, 9.97' L 91.5 LF 18" PVC ® 0.00% DIMENSIONS: 244'X4'X4.5' DEEP 10.0 LF 18" PVC ® 0.00% INV OUT: 2693.15 18"(W) 12" OUT: 2694.57 (SE) RIM: 2698.32 S&G D \\ 1 12" IN: 2694.21 NW D10 \/ (PERFORATED) STORAGE VOLUME=1 800 CF WATER Mx ' X11 N: 686471.86 E: 2464546.23 s 3i ' 9 P 10.0 LF 18 PVC ® o.00% " VC ® 0.00% Block 3 12" OUT: 2694.11 (NE) RIM: 2698.52 Xoo MIN. ALLOWED INFILTRATION RATE=0.50 IN/HR !y rF OF 11, \F_q\__ P' INV IN: 2693.98 12"(SW) \ FG: 2695.00 'S��TT WONO r Block 1 _l 11 SDMH A2 D1 48 INV OUT: 2693.13 18"(NE) TOP OF BED: 2693.00 �• N: 687029.33 E: 2463666.67 \ BOTTOM OF BED: 2688.50 a RIM: 2698.07 1 INV IN: 2693.15 18"(N) BOTTOM OF SAND: 2687.00 � I � GW: 2684.90 INV OUT: 2693.15 18"(W) I o m TORM DRAIN DSEEPAGE i N (D�SCALE D7 D MENSIONS D96.5 X335CX6.0' DEEPO c soz Q z wmo:1"=30' w w J STORAGE VOLUME=7,793 CF WATER = 2 (n c� ¢ z � � CRSCALM-3� TOIN A MIN. ALLOWED INFILTRATION RATE=0.50 IN/HR o � 0 a 0 0= 0 0 � w J Q � w wH FG: 2700.10 = z m w Q TOP OF BED: 2697.50 0 0 � - D } BOTTOM OF BED: 2691 .50 �Q Of m 0 m II- BOTTOM OF SAND: 2690.00 ° 0 O w D3 GW: 2685.70 0 � z ° Q zQ � Ofm 1 Ds SEEPAGE BED E PER ACHD BMP-20 1 a i o En z w z ' c-soz oaw � zo0 Cn D2 CB E DIMENSIONS: 102 X17.5 X3.5 DEEP LL STA: 13+92.86 STORAGE VOLUME=3,707 CF WATER 0 0 = 0 0 t w o RIM: 2694.99 w 0 z J Cc >( 12" OUT: 2691.73 (S) `" MIN. ALLOWED INFILTRATION RATE=0.50 IN/HR co � o o UJ Q -c o0 87.0 LF 18" PVC ® o.00% 0 FG: 2695.30 w 0 J D5 13+00 SUMP: 2690.73 14+ E. BRACE ST -ET o: 0 (PERFORATED) _ _ Q25 = 0.93 CFS _ _ J = o cUn \ o = 1.30 CFS I I- TOP OF BED: 2693.00 Q 0 w 0 0 Block 2 s ss �� ss ss BOTTOM OF BED: 2689.50 z � ( 0 � 0 2 1.9 LF 12" PVC ® 8.06% , BOTTOM OF SAND: 2688.00 w o o � \ GW: 2686.40 - W in Q D3 D9 SEEPAGE BED H PER ACHD BMP-20 1 = = z n v Q DIMENSIONS: 84'X30'X4.5' DEEP c-soz m W J of w g STORAGE VOLUME=4,566 CF WATER = z o SDMH B D1 NCn " MIN. ALLOWED INFILTRATION RATE=0.50 IN/HR 0 a Z w 96.0 LF 18 PVC ® 0.00% O s \ D3 N: 686958.21 E: 2463807.93 tM (PERFORATED) D8 +m FG: 2689.80 RIM: 2703.22 LLJ :D TOP OF BED: 2688.30 INV IN: 2698.95 12"(S) 0 11 SDMH E U BOTTOM OF BED: 2683.80 20.6 L " C INV OUT: 2698.20 18 (N) r N: 686916.12 E: 2464150.88 N BOTTOM OF SAND: 2682.30 I ® 0.00%° RIM: 2695.33 N GW: 2680.66 I INV IN: 2691.58 12'(N) 0 Block 3 INV OUT: 2690.83 18"(W) D10 1000 GAL. SAND AND GREASE TRAP D1 PER ISPWC SD-624, r cooI _ 1 WITH 20 BAFFLE SEPARATION. INLET BAFFLE EL. 2693.38, T 33.7 LF C900 12" PVC ® 2.55% � OUTLET BAFFLE EL. 2693.88 O �I _ W D11 TYPE I CATCH BASIN PER ISPWC SD-601 z a E. BRACE STREET 11+00 STORM DRAIN E ZO I 5 SCALE:1"=30' w H s w czn W CB B D 1 1 Ld D3 STA: 10+45.70 O OZ RIM: 2702.81 SDMH H3 p1 CL 12" OUT: 2699.81 (N) D1 SDMH H2 STA: 11+05.91 = J C SUMP: 2698.81 N: 687264.78 E: 2463691.37 RIM: 2689.68 CB H2 D2 m Q o vi t Q25 = 0.84 RIM: 2689.90 12" IN: 2685.08 (E) STA: 1 1+78.41 Q co Qioo = 1.17 CFS 32 INV IN: 2685.05 12"(N) 12" OUT: 2685.08 (S) RIM: 2688.66 _ W » SUMP: 2683.08 12" OUT: 2685.66 (S) Q cn INV OUT: 2684.30 12 (W) 0 SUMP: 2684.66 z STORM DRAIN B INV OUT: 2684.30 12"(S) D3 Q a 2 25 = 0.66CFS SCa 1"=30' 1 1.0 LF 12" PVC ® 0.00% Q,00 = 0.91 CFS ' D1 SDMH H1 r Plans Are Accepted For Public Q 0 z o N: 687264.84 E: 2463676.37 Street Construction J Q RIM: 2690.25 c 00 INV IN: 2684.30 12"(E) 0 0o INV OUT: 2684.30 12"(S) W 11 0o W 2+0 1 By stamping and signing the improvement plans, the Registered �r L.LJ Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically = D1 - s ss ss s sl -23.7 LF 12 C900 PVC- and previously approved by the District in writing. Acceptance of the im improvement lans b the District does not relieve the Re istered SDMH C 68.5 LF 12" PVC ® 0.53% ® 0.51% p p y g w 238.0 LF 18" PVC ® 0.00% N: 687100.28 E: 2464178.63 Q o (PERFORATED) RIM: 2694.03 �Q - - n� Engineer of these responsibilities. a ) INV IN: 2690.27 12"(E) 1.9 LF 12" PVC ® 8.53J I 1.7 LF 12" PVC ® 7.09% SDMH H4 D1 w in INV OUT: 2689.52 18"(W) LU �' RIM: 2688.79 1 BY DATE 0 ERR - - - - - - ERR- - - - R ADA COUNTY HIGHWAY DISTRICT CB H1 12" IN: 2685.54 (N) w 17.0 LF 18" PVC 0 0.00% 12" IN: 2685.54 (S) � s D3 STA: 1 1+78.41 z D3 R 8.66 12" OUT: 2685.44 W W w 12' OUT: 2685.66 (N) SUMP: 2683.44 cn - 4- - _ SUMP: 2684.66 m PIRR PIRR PIRR PIRR PI R PIRR = _ \ Q25 = 0.84 CFS o • D3 • • Qioo = 1.16 CFS • o77- D6 Q CB C2 D2 �\ D9 14.0 LF 12" PVC ® 0.00% w STA: 40+09.41 14.0 LF 12" PVC ® 0.00% , ° J D2 CB C1 RIM: 2693.68 0 a STA: 40+09.41 12" OUT: 2690.68 (W) �p FILE: 10 20 082_C 503 6 ¢ RIM: 2693.68 00 SUMP: 2689.68 JUB PROJ.#:10-20-082 1�2 IN: 2690.53 (E) I = Q = 0117 CFS DRAWN BY: EE,GRB - z 12' OUT: 2690.43 W Qtoo 78.0 LF 12" PVC ® 0.00% Know WI ars �OW. 2 CFS a) y ( ) U DESIGN BY: GRB 2 SUMP: 2689.43 0 0 � s (PERFORATED) �+� �/ g CHECKED BY: WSW Q25 = 0.52 CFS N 29.3 LF C900 12 �� OI� 011 dig. a m Qioo = 0.73 CFS ! PVC ® 0.50% \ 78.0 LF 12" PVC ® 0.00% ONE INCH Q (PERFORATED) AT FULL SIZE, IF NOT ONE Block 2 CALL 2 BUSINESS DAYS IN 0 3 4 5 \ INCH SCALE ACCORDINGLY 0 6 2 LAST UPDATED: 10/7/2020 N o ADVANCE BEFORE YOU DIG, " T STORM DRAIN C TORM DRAIN H GRADE, OR EXCAVATE FOR THE SHEET NUMBER: 3 &�SCALE MARKING OF UNDERGROUND SCALE:1"=30' :1"=30' o MEMBER UTILITIES C-503 o � a 0 7 CJU-B )) HIGH FLOW 2-YR STORM FLOW ADDITIONAL VERTICAL SAND FILTER NOTES: BYPASS J-U-B ENGINEERS, INC. REQUIRED 1 . REFER TO ACHD BMP-21 FOR VERTICAL SAND FILTER DETAILS AND SPECIFICATIONS. 2. ACHD REQUIRES ELECTRONIC MARKERS AT ALL CORNERS OF UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR z TRANSITION 5-FT IN OBSERVATION NOTES: PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. J N o BED NON-PERFORATED 5 0 0 0 0 0 5 WELL ACROSS STREET 1. THIS BMP MUST BE APPROVED FOR USE BY ACHD AND IS ONLY ALLOWED WHERE 3-FT SEPARATION 3. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS U) p M TO PERFORATED(NP) IN SIDEWALK OR MIN TO HSGW IS NOT POSSIBLE. BMP SHALL ONLY BE ALLOWED IN COMMON AREAS. ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY p p CD D D - 50' DISTANCE INFILTRATION FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. W �� p Q0 0 2. BMP 1-4 OR VEGETATED PRETREATMENT IS REQUIRED. z Zoo � � 0 o D o = 3. CONTACT DESIGN PROFESSIONAL FOR VERTICAL SAND FILTER REDESIGN IF GROUNDWATER IS ENCOUNTERED 4. CONTRACTOR SHALL PERFORM PERCOLATION TESTING AT PROPOSED UNDERGROUND - 00 �5 4S ABOVE MAX HSGW ELEVATION INFILTRATION SYSTEM LOCATIONS PRIOR TO START OF CONSTRUCTION. NOTIFY ACHD !- x �_ o 4. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED INSPECTOR 48 HOURS PRIOR TO TESTING. V W � A o A z D O W D D D D H + 5. VERTICAL SAND FILTER SHALL BE SHOWN ON BOTH PLAN AND PROFILE VIEWS 5. MAXIMUM DESIGN INFILTRATION RATE OF 8 IN/HR PER THE GEOTECHNICAL EVALUATION w .� 0 Q DATED 28 JANUARY 2020 PREPARED BY ALLWEST TESTING ENGINEERING, INC. N O 0 0 D O Q O O 6. OPTIONAL CHAMBERS PER MANUFACTURERS SPECIFICATIONS m O � cow SECTION 18" PIPE 6. GROUNDWATER ELEVATIONS AS NOTED IN KEYED NOTES PER GROUNDWATER MONITORING ' p w o PERFORATION 7. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM D D a_ Li DETAIL REPORTS 15 JULY 2020 PREPARED BY ALLWEST TESTING ENGINEERING, INC. , N N d N.T.S. 8. MAXIMUM BED LENGTH IS 400-FT BETWEEN MANHOLES a 7. FOR UNDERGROUND INFILTRATION SYSTEMS IN THE ACHD RIGHT-OF-WAY, NO TREES D D D D - 9. BED WIDTH SHALL REMAIN CONSTANT MAY BE PLANTED WITHIN 10' OF THE SYSTEM D D D 8. FOR UNDERGROUND INFILTRATION SYSTEMS IN A COMMON LOT, NO TREES MAY BE • A 45 a COVER NOTES: PLANTED ABOVE THE SYSTEM �01_ 'L 0 0 0 0 p THIS BMP IS ALLOWED IN THE RIGHT-OF-WAY ONLY FOR CAPITAL AND MAINTENANCE PROJECTS. r r� 5' 9. OBSERVATION WELLS SHALL BE PER ACHD SUPPLEMENT TO ISPWC SD-627. FOR VERTICAL SAND FILTERS IN PUBLIC RIGHT-OF-WAY: OBSERVATION WELL #1 10. INTERNAL OBSERVATION WELL SHALL BE LOCATED IN THE 2-YEAR CHAMBER. WELL 10. A MINIMUM 1. COVER FROM TOP OF BED TO PAVEMENT SUBGRADE IS REQUIRED SHALL NOT PENETRATE THE MEMBRANE AT THE CHAMBER BOTTOM. 10683 1.5' ASTM C-33 SECTION 12" PIPE --BACKFILL OVVERER BED TO SUBGRADE WITH 6"-8" MINUS PITRUN PLAN PERFORATION `n FILTER SAND --WOVEN GEOTEXTILE FABRIC REQUIRED OVER TOP OF BED � N.T.S. DETAIL --TOP OF BED UNDER SIDEWALK SHALL BE MIN 10-FT BELOW PAVEMENT SUBGRADE 11 . EXTERNAL OBSERVATION WELL SHALL BE LOCATED EITHER ON THE OPPOSITE SIDE OF 4 \oP N.T.S. THE STREET OR AT LEAST 50' FROM THE UNDERGROUND INFILTRATION SYSTEM. WELL of 11. IF < 1.0-FT COVER FROM TOP OF BED TO SUBGRADE, ANGULAR J" TO 2" ROCK IS REQUIRED WITH SHALL EXTEND TO AN ELEVATION 3' BELOW THE BOTTOM ELEVATION OF THE OTT WO + MINIMUM 50% SINGLE FRACTURED FACE IN PLACE OF 2" DRAIN ROCK. FILTER FABRIC 1 5 UNDERGROUND INFILTRATION SYSTEM. TOP & SIDES SAND WINDOW 12. FULL ROADWAY SECTION IS REQUIRED OVER VERTICAL SAND FILTERS. VERTICAL SAND FILTERS SHALL NOT ' OBSERVATION WELL #1 EXTEND ABOVE SUBGRADE 12. 12 OVERFLOW PIPE INVERT SHALL BE AT OR ABOVE THE CROWN OF THE 18 _ 18" PERFORATED PIPE PERFORATED 2-YEAR STORM PIPE. SEE COVER 2-YR STORM 13. THE DESIGN PROFESSIONAL IS SOLELY RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE OF THE m NOTES -� SUBGRADE SOILS AND DETERMINING THE DEPTH OF FOUNDATION STONE o H 13. WOVEN FILTER FABRIC SHALL BE GEOTEX 401 OR OTHER MEETING STANDARDS IN ACHD z z F- CLEAN 1.5"-2" CLE N 1.5' z - co p X DRAIN ROCK N ROCK 6" MIN FOR VERTICAL SAND FILTERS OUTSIDE PUBLIC RIGHT-OF-WAY: SECTION 8202.23, BMP-20. < W LU J _ � U - 1. A MINIMUM 1.5-FT COVER FROM TOP OF BED TO FINISH GRADE IS REQUIRED O < 0 < 0 X WOVEN GEOTEXTILE O CL = CO OW < H W _j o FABRIC PVC LINER, ACROSS BOTTOM 00 J } HIGH FLOW BYPASS CQ SLOPE BOTTOM OF OF ROCK AND ALONG OUTSIDE �< Of m 0 m LINER UNDER ROCK PORTION EDGES OF ROCK. LINER SHALL O Uj 3 X 12" PERFORATED PIPE OF SEEPAGE BEDS BE CONTINUOUS (SEAMS C0 Z) z 0O } Q z < � o' m MIN 1% TOWARDS SAND FACTORY SEALED) OR PROVIDE 3 - - Z < z 12" OVERLAP AT SEAMS. SECTION A-A DRAINAGE NOTES O m W o < W � ZO cn LLZW - O � > z N.T.S. WoM " J w 0 O �� cn2WOWm m H D1 48 b CATCH MANHOLE ISPWC SD-61 1 :) 2 0 = �_ < W O H H pC 2017 VERTICAL SAND FILTER STANDARD DRAWING 2017 VERTICAL SAND FILTER STANDARD DRAWING D2 TYPE IV CATCH BASIN PER ACHD SUPPLEMENT TO ISPWC J = Z) C/) ACHD STORMWATER DESIGN ACHD STORMWATER DESIGN SD-604A < o Z 0 1 GUIDELINES BMP 21 GUIDELINES BMP 21 w SHEET 1 of 2 SHEET 2 OF 2 D3 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC w ° � � SD-627 Wwm � z D4 VERTICAL SAND FILTER F PER ACHD BMP-20 1 Q Uj 0 U DIMENSIONS: 100'X27.5'X3.5' DEEP C-504 U ? of Uj CHAMBER 1 WIDTH: 6.5', VOLUME: 918 CF WATER � = z 0 CHAMBER 2 WIDTH: 15.5 , VOLUME 2,188 CF WATER 0 cn < cn oz MIN. ALLOWED INFILTRATION RATE=0.50 IN/HR FG: 2694.00 I TOP OF BED: 2692.70 7 BOTTOM OF BED: 2689.20 GW: 2688.70 D1 SDMH F1 I D5 SEEPAGE BED G1 PER ACHD BMP-20 1 N: 686947.64 E: 2464689.09 Block 1 e r o RIM: 2694.00 I D2 CB G2 DIMENSIONS: 172'X12.5'X3.25' DEEP c-5oz o INV IN: 2689.70 18"(S) 10 I STA: 16+00.03 STORAGE VOLUME=4,258 CF WATER O 0 INV OUT: 2689.70 18"(E) RIM: 2693.95 MIN. ALLOWED INFILTRATION RATE=0.50 IN/HR Z 12" OUT: 2692.08 (S) 8.5 LF 18" PVC ® 0.00% I SUMP: 2691.08 29.3 LF 12" PVC 00.50% FG: 2694.50 o I Q25 = 0.30 CFS TOP OF BED: 2693.75 z o D� SDMH F2 10.0 LF 18" PVC ® 0.00% boo = 0.42 CFS D3 BOTTOM OF BED: 2689.50 w N: 686935.14 E: 2464689.04 94.0 LF 18" PVC ® 0.00% BOTTOM OF SAND: 2688.00 = RIM: 2694.00 (PERFORATED) I ® GW: 2686.40 _ QINV IN: 2689.70 18"(S) D3 D4 I D2 CB G1 D6 SEEPAGE BED G2 PER ACHD BMP-20 1 O 9 INV OUT: 2689.70 18"(N) I STA: 105+99.97 c-5oz U) INV OUT: 2691.20 12"(E) I RIM: 2693.95 W W W W w DIMENSIONS: 105 X12.5 X3.25 DEEP 0 = J o I 12 15+00 " IN: 2691.93 (N) 1s 17+ STORAGE VOLUME=2,599 CF WATER m Q Q 00 12" OUT: 2691.93 (S) - - - - - - - - - - MIN. ALLOWED INFILTRATION RATE=0.50 IN/HR 0 D SS ss - SUMP: 2690.93 s ss ss SS ss FG: 2694.50 - LLI � I D3 Q25 = 1.29 CFS TOP OF BED: 2692.75 _ ,.so CFS z < w I Q,00 BOTTOM OF BED: 2689.50 Q LU _ I BOTTOM OF SAND: 2688.00 Q 11 I GW: 2686.40 Q 0 z 33.g LF 18" PVC ® 0.35% nn \LU n I � - pigq PIRLO- RR Q Y 2.3 LF 12 PVC ® 1.05% 83.8 LF 18" PVC ® 0.00% " U D6 10.5 LF 18" PVC ® 0.00% 166.0 LF 18 PVC ® 0.00% s ss s 20+00 (PERFORATED) D5 D3 W o � I I I 10.5 LF 18" PVC ® 0.00% (PERFORATED) Q d 94.0 LF 12" PVC ® 0.00% D1 SDMH G r (PERFORATED) N: 686915.42 E: 2464358.00 N: 686899.66 E: 2464671B F I D3 RIM: 2694.30 RIM: 2692.89 D3 10.0 LF 12" PVC @ 0.00% I INV IN: 2691.83 12'(N) (f� 0 , INV OUT: 2690.61 12"(E) I 21 INV OUT: 2691.08 18"(W) W INV OUT: 2691.08 18"(E) C SUMP: 2689.61 SDMH F3 D1 C W Q25 = 1.04 CFS N: 686899.62 E: 2464675.94 0 aoo = 1.43 CF RIM: 2693.06 INV IN: 2690.59 12"(W) W I INV OUT: 2689.82 18"(N) 12 C 0 U7 STORM DRAIN F STORM DRAIN G1 AND G2 w SCALE:1"-30' DSC ALE:1 -30' • m J o U FILE: 10-20-082_C-504 Plans Are Accepted For Public JUBPROJ.#:10-20-082 z Street Construction DRAWN BY: EE,GRB _ v DESIGN BY: GRB 0 o By stamping and signing the improvement plans, RegisteredMCr10W VNF1��S y g. CHECKED BY: WSW the Call before you di a 0 Engineer ensures the District that the plans conform to all District D policies and standards. Variances or waivers must be specifically ONE INCH r- and previously approved by the District in writing. Acceptance of the CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE o CD N improvement plans by the District does not relieve the Registered INCH SCALE ACCORDINGLY - Engineer of these responsibilities. ADVANCE BEFORE YOU DIG, LAST UPDATED:9/17/2020 O N O �, GRADE, OR EXCAVATE FOR THE SHEET NUMBER: BY DATE MARKING OF UNDERGROUND P ADA COUNTY HIGHWAY DISTRICT o MEMBER UTILITIES C-504 o � ao CJ-U-B 'h J-U-B ENGINEERS, INC. 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MARDIA STREET Z ? 0 W s ss s U 1.00% - - - - - 2.36% w = o W � W J Q Tipp, D w < Lui JJ Y 693 = o f c=n of W � mw � � w W N H 2 Z O W O cn Q cn b LO (/) 8 ?U of It TRC 33 S I rn� � Ila o 12 �C' �s T LO O CV z 00 0 w O J LU 17 2 "j U) Q > o LLJ L C7'T15 13 I w 1 m Q z co o 16 aCnCf) — Cn 0- z z Q o � 2 Q Q 5 z 2l 6 RC4 Q 0 >- J Q r N C-501 R ,32 1.00% \`\ 2 W Ro 6 � C v— o�C J 14 W /sC W5 LLJ Cl) y1 . EERRAWYAD MRASRET w ------g (D�SCALE 1 -- _w z r --- 55 w Cn O M RED ACCESS DRIVEWAY DETAILNU (DSHA o SCALE:1"=30' o z m` w J o U FILE: 10-20-082_C-505 Plans Are Accepted For Public JUBPROJ.#:10-20-082 z Street Construction DRAWN BY: EE,GRB - v DESIGN BY: GRB 0 o By stamping and signing the improvement plans, RegisteredMCr10W VNF1��S y 9- CHECKED BY: WSW the Call before you di a 0 Engineer ensures the District that the plans conform to all District M.D policies and standards. Variances or waivers must be specifically ONE INCH c and previously approved by the District in writing. Acceptance of the CALL 2 BUSINESS DAYS IN AT FULL SIZE, IF NOT ONE o N improvement plans by the District does not relieve the Registered INCH SCALE ACCORDINGLY T Engineer of these responsibilities. ADVANCE BEFORE YOU DIG, LAST UPDATED:9/16/2020 O N N GRADE, OR EXCAVATE FOR THE SHEET NUMBER: BY DATE MARKING OF UNDERGROUND o ADA COUNTY HIGHWAY DISTRICT MEMBER UTILITIES C-505 Y o � ao