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CC - Construction Drawings ('J- J-U-B ENGINEERS,INC. GORILLA MIND 6 , V z J N z (n M MERIDIAN ID w ° � o Inc z x a� — ao.� 1 W LEGEND 0 Lu 4 z EXISTING PROPOSED LLj O 0 C0 C4 PERMANENT EASEMENT d Sheet List Table N z BOUNDARY LINE I e W SECTION LINE I Sheet Number Sheet Title m -s ----- SANITARY SEWER LINE as � m C-001 COVER SHEET AGENCY REVIEW w WATER LINE w C-002 NOTES SHEET - IRR- GRAVITY IRRIGATION PIPE o C-100 EXISTING CONDITIONS AND DEMOLITION PLAN s�OENtSF�c, - -- PIRR- PRESSURE IRRIGATION LINE raw ( C-200 GRADING PLAN - -- sU- STORM DRAIN LINE $D ' I C-300 PARKING LOT PLAN 1 CENTERLINE I N� ✓C �o PUBLIC RIGHT OF WAY LINE -- C-301 DRAINAGE PLAN ��*,TF of��5k, C-400 WATER AND SEWER PLAN zFYGNMMPS i LOT LINE C-500 SITE DETAILS NOT FOR 6" VERTICAL CURB AND GUTTER 0 500 1,000 CONSTRUCTION 6" VERTICAL CURB (NO GUTTER) Nil _ cr -E-PNE-AVENu� _ =wwv� O ROLLED CURB & GUTTER SCALE IN FEET a ~W a 5' SIDEWALK ____ , Os SEWER MANHOLE O >w°w o a STORM DRAIN MANHOLE O o o� > > 0"Wz a GRAVITY IRRIGATION MANHOLE O a E �m°a o z- i 3 � � Oai��x 'w DITCH FLOW LINE z a 2 0 m a PRESSURE IRRIGATION SERVICE PROJECT �o af w W it o STREET LIGHT w-W o o > z FIRE HYDRANT Y Z (SITE ?0 1z n w a ----- Ec - EDGE OF GRAVEL o W o w G 0HP OVERHEAD POWER ew E. FRANKILIN ROAD o oUzo ----�— a—w z)xx FENCE LINE -----■- F W o 0STREET SIGN T of WaSINGLE WATER SERVICEw0u) DOUBLE WATER SERVICEJwWATER VALVE N oN¢oCONCRETE SIDEWALK ASPHALT ROADWAY 0 DEVELOPER: POWER: HANSEN-RICE IDAHO POWER JUSTIN TOUCHSTONE ARLIN SMITH ABBREVIATIONS 1717 E CHISHOLM DR 10790 FRANLIN ROAD NAMPA, ID 83687 BOISE, ID 83709 ACHD ADA COUNTY HIGHWAY DISTRICT PHONE : (208) 442-4240 PHONE: (208) 388-2167 EMAIL: JTOUCHSTONEOHANSEN-RICE.COM BC BARRIER CURB BFE BASE FLOOD ELEVATION BASIS OF COORDINATES AND ELEVATIONS CB CATCH BASIN ADA COUNTY GIs COORDINATE SYSTEM, MODIFIED ID WEST TRANSVERSE MERCATOR PROJECTION CL CENTER LINE ORIGIN LATITUDE N41'40' ORIGIN LONGITUDE W115'45' 3 FALSE NORTHING: 0 FT o EG EXISTING GROUND 0 FALSE FASTING: 2625138.999 FT 0 FG FINISH GRADE SCALE FACTOR (TRIMBLE) 1.0001132803 ROADWAYS IRRIGATION DISTRICT: z w UNITS: US SURVEY FEET m HORIZONTAL DATUM: NAD83(CORS) ADA COUNTY HIGHWAY DISTRICT SETTLERS IRRIGATION DISTRICT z W o FL FLOWLINE 3775 ADAMS STREET 1910 N GARDEN ST. _ VERTICAL DATUM: NAVD88/GEOID09 IDAHO 83706 83714 BOISE ID. , Q (n N HORIZONTAL & VERTICAL COORDINATES ARE BASED ON IDTD CORS EPOCH 2O02 GARDEN CITY, Q GB GRADE BREAK PID:AJ3346 PHONE : (208) 387-6100 PHONE : (208) 343-5271 J J � � � w GWE GROUND WATER ELEVATION N43'39'10.57391" LU W 116'1 T00.21354" r=n Ht: 2589.227 PROJECT NO. 10-21 -127 °C 6 HP HIGH POINT O AAq N: 24839 .69 O LLJ U IRR IRRIGATION E: 22644.859 8 C g EL: 2644.859 REUSE OF DOCUMENTS 0 c 0 ISPWC IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION J-U-B grants to CLIENT a nonexclusive,non-transferable license to use the ® PC POINT OF CURVE (rj,u ■ Drawings,Specifications and/or Contract Documents(Documents)as follows: Im - PCC POINT OF COMPOUND CURVE The Engineer of Record certifies that the plans are prepared in CLIENT may make and retain copies of the Documents for reference, but J-U-B substantial conformance with the ACHD policy and standards in shall retain all common law,statutory and other reserved rights, including the ' PRC POINT OF REVERSE CURVE effect at the time of preparation. The Engineer acknowledges that copyright thereto,and the same shall not be reused on this Project or any other ACHD assumes no liability for errors or deficiencies in the design. Project without J-U-B's nor written consent. Distribution of Documents to meet PIRR PRESSURIZED IRRIGATION all variances from ACHD policy shall be approved in writing. The ) p following variances, listed by date and short description, were regulatory or permitting requirements,or for similar purposes, in connection with PT POINT OF TANGENCY �-U-B Z ENGINEERS ut not limited to distribution to contractors or subcontractors w approved for this project: NONE. / INC.. the Project,including z for the performance of their work,is not to be construed as publication adversely $ SD STORM DRAIN affecting the reserved rights of J-U-B. The Documents are not intended for use in N SS SANITARY SEWER creating dtm for grading or earthwork,survey staking layout(unless specifically w SDMH STORM DRAIN MANHOLE 2760 West Excursion Lane,Suite 400, Meridian, Idaho 83642 identified as such in the documents),or property boundary layouts. ro p 208 376 7330 w www.jub.com FILE: 10_22_019_C-001 Q SSMH SANITARY SEWER MANHOLE Any reuse without written consent by J-U-B,or without verification or adoption by JUB PROJ.n:10-21-127 Y z STA STATION J-U-B for the specific purpose intended by the reuse,will be at CLIENT's sole risk Knovvwmrs DRAWN BY: KMM m v DESIGN BY: KMM and without liabilityor legal exposure to J-U-B.The CLIENT shall release,defend, o SW SIDEWALK THE GATEWAY g p Callbeforeyoudig. CHECKED BY: KHM OTHER J-U-B COMPANIES ® LANGDON �;� MAPPING indemnify,and hold J-U-B harmless from any claims,damages,actions or causes ONE INCH TES THICKENED EDGE SIDEWALK GROUP INC. of action, losses,and expenses, including reasonable attorneys'and expert fees, �� a NC TOP BACK OF VERTICAL CURB arising out of or resulting from such reuse. CALL 2 BUSINESS DAYS IN INCH.SCALE ACCORDINGLY Ar FULL SIZE,IF NOT oNE N N iv ADVANCE BEFORE YOU DIG, LAST uPOATED:5n2reo22 VOL VOLUME If the Documents are provided in electronic format,the electronic documents are GRADE, OR EXCAVATE FOR THE SHEET NUMBER: N W WATER subject to the provisions of J-U-B's"electronic document/data limited license" MARKING OF UNDERGROUND WSE WATER SURFACE ELEVATION found at edocs.jub.com. MEMBER UTILITIES C-00 i as o GENERAL ROADWAY. ACHD fJ 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC THE FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT J-U-13 ENGINEERS,INC. (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND z SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. - J CVO o ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. i✓7 O CD co ORDER UNTIL THE SITUATION IS RESOLVED. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET CE co GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LLJ " p m 00 o 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT � - ALL TIMES. LIDS. LLj 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET Z X N °� 0 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE LLJ = s= oN 71 PRIOR TO START OF WORK. CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. z j 3 c � 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. OWNER. LLJ C) 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS CO co 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. N 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. AGENCY REVIEW PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT GENERAL CONSTRUCTION NOTE NO. 1. LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING OF ANY FIRE HYDRANT. F`'S\oENLs6,V, TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE v TO BE DETERMINED BY THE FIELD INSPECTOR. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE OF THE CURRENT EDITION OF ISPWC. 0 DEQ/QLPE APPROVED CONSTRUCTION PLANS. 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR '1Lc9TF OF 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) S�F/GHMk P WRITING PRIOR TO CONSTRUCTION. A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY NOT FOR 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL DETAIL SHEET. CONSTRUCTION PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT B. STANDARD 6" VERTICAL CURB (NO GUTTER), ISPWC SD-701A. LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. w C. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. 12. SEE FINAL PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS. CERTAIN EASEMENTS ARE RECORDED BY SEPARATE a z ~ DOCUMENT. D. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. =w w m c�¢z�� 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. i w o w o DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. a=�F Z F. PEDESTRIAN RAMPS ISPWC SD-712A AND SD-712H. m w oJ7 > 14. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL G. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. a�.o co APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 0 m�m X BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. H. STANDARD CATCH MANHOLE, ISPWC SD-61 1. w S z oo�w za��'m¢ 15. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE 3�¢a�w � � AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO ��m ma z w� z o PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS 0 a ?z° N 16. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR LL J w a 0> > z FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). O Z= U J w 0 SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE/SHE AGREES TO N LL o w m M � BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY W o°F F s LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO rc O a 0 CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR z m o j o 0 17. ALL UTILITY TRENCH BACKFILL SHALL OBTAIN A MINIMUM RELATIVE COMPACTION OF 95% PER ISPWC/ACHD POLICY. PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE a o W o m MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR w W W o CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND w m a SEWER, CITY OF MERIDIAN CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT ¢w o W Y SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO W w 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA w� w 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. POURING CONCRETE COLLARS. m=a z �ou=,a° O 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. z DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLERANCES" THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC ALLOWED. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS ROADWAY. CITY OF MERIDIAN SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE PIPE ZONE. CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). PAVEMENT REPAIR FROM UTILITY WORK, ACHD WATER, CITY OF MERIDIAN 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. 0 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND 0 C) N DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. Z - GENERAL CONSTRUCTION NOTE NO. 1. LLJ 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL z LLJ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM REPLACE THE ENTIRE ROADWAY SURFACE. _ DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER Q Q U7 MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL J Q w THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. J _ LLJ = DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY m ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. O LU a 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS g SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION m WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE BEGINS. ° CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 0 STORM DRAIN, ACHD 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A N STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME w 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS THE PAVEMENT AND CONCRETE IS REMOVED. o AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS 6. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL AREAS COVER SHALL BE 4 FEET. OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. Z 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, z SECTION 3.4. = 4. ALL CATCH BASINS SHALL HAVE A ONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. , 0 N 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT z TO ISPWC STANDARD DRAWING NO. SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING NO. SD-604A TYPE IV, SD-609 TYPE I• FILE: I0-22-019_c-002 N < 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, JUB PROJ.#:10-22-019 Y z AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 12. DRAWN BY: KMM Knowwws below. m U DESIGN BY: KMM 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611. Call before d'1 O You 9• CHECKED BY: KHM a m 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH ONE EINCH a LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING NO. SD-301. CALL 2 BUSINESS DAYS IN AT FULL SIZE,IF NOT ONE 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE NCHscAEAccoaowGw INSTALLED WATER TIGHT. ADVANCE BEFORE YOU DIG, EAST UPDATED:5/18/2022 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. GRADE, OR EXCAVATE FOR THE SHEET NUMBER: MARKING OF UNDERGROUND o MEMBER UTILITIES C-002 o � a o J U B ENGINEERS INC J N r UD Cfl / co 2 — - 2 i p E 0 / TOP TOP TOP ----- - U _ — _ - _ _ _ 0 20 40LLJ (nLU c 3 Ll SCALE IN FEET poe / doi doL co doT N AGENCY REVIEW \ ONAL F 2615 � ENS i 'Cop SPO 2 26p6.93 INV "E I - 6 Irz p P ao� F/GH M MP NOT FOR CONSTRUCTION C, W Z. o w O Cc a >w � ' \_ OFw CL z co m 0 V �U'ZCL W (7� Oy 3 DEMOLITION KEYED NOTES o�=�I� Zw�OF > Z I �1 EXISTING TRANSFORMER, LOCATE AND PROTECT IN PLACE 1 Wm°_ j N \ EXISTING CURB RETURN, DRIVEWAY & ASPHALT FROM SHARED ACCESS TO BE REMOVED. NEW 1 Z�o-,o 0 \� \ REVERSE LIP VERTICAL CURB AND GUTTER TO BE INSTALLED AND TO MATCH EXISTING ¢o w o \ I I IMPROVEMENTS. 2 MINIMUM ASPHALT CUTS REQUIRED. , w>w of m \\ \ CD 2' SAWCUT/DEMO LIMITS IN EXISTING ROADWAY 9 ¢w~p Y \ I x�Zxrn 1 �Of m=¢» �\ ® EXISTING FIRE HYDRANT, LOCATE AND PROTECT IN PLACE x�x Z o 5 EXISTING WATER STUB LOCATE AND CUT BACK TO PROPOSED LOCATION PER SEWER AND WATER PLAN. 1 2 07.5� V 6 PRIVATE LATERAL. COORDINATE ANY IMPROVEMENTS, MAINTENANCE, OR WORK WITHIN THE LATERAL WITH NMID AND DOWNSTREAM WATER USERS PRIOR TO STARTING WORK. 1 i I O RESHAPE EXISTING DITCH AS NECESSARY TO MAINTAIN SEPARATION FROM PROPOSED SITE 1 IIMPROVEMENTS Z B BACKFILL EXISTING TEMPORARY BASINS WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL z RECOMMENDATION Q �j m J I W O9 REMOVE EXISTING ON SITE TREES, TYP. / Z m 0 / O o I I / z Q LU Z of Q Q a o � J c) Z Ir o w Qi / 0 � o JI / z J / ° 0 z Ti wl 9 s � � w Z I Z I II I �62� Fee m y FILE: 10-22-019_C-101 m ' JUB PROJ.#:10-22-019 Y Z DRAWN BY: KMM m o 2 oa. l v �'UNKNCIW STUB 6 KremmAmrs DESIGN BY: KMM - - - _ Cali you dig. CHECKED BY KHM o - _ _ ,,__. _ _ _ _ - - - _ - - _ ONE INCH _ AT FULL SIZE,IF NOT ONE .. -- - - _ - -. - ---_.- _- ___. - - INCH SCALE ACCORDINGLY T- CALL 2 BUSINESS DAYS IN c� N X W- DIG, LAST UPDATED:5/18/2022 ADVANCE BEFORE YOU D GRADE, OR EXCAVATE FOR THE SHEET NUMBER: 6 MARKING OF UNDERGROUND o I I C- 1 00 MEMBER UTILITIES 0 20 40 • J-U-B ENGINEERS,INC. �. SCALE IN FEET 0.40% �� �.. / -t o 6 o I o N n 1.52% 1�G / U7 CO CID Lu O ° �N °fin s e� 0¢ NOTES TO CONTRACTOR W v �? •yo S \ ,� s�c 1. ALL GRADING SLOPES AT REAR AND SIDES OF LOTS ARE AT t- CV 1jn0 6g s �°� °? / / o I 's� 3:1, UNLESS OTHERWISE SHOWN. 0% 9g 2 /� ry \.\ / O s Z c 0/' ? 'O I 2. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH LLI i 2s I ?� 2a° / L THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING O 0) d �I I REPORT. A., w � v v 9 9 'm �d�L 0 m O ,n I .�° a'S �`9� �4j`0 �,yA �j 'o p '�?° G PREPARED BY ATLAS, DATED MARCH 23, 2022 II_ c� 0 d a 0� N 'G LEGEND 9�S ti��y 9titi MINOR 0�661(� , �O6g ,9 ^ 1.50% MAJOR PROPOSED CONTOURS AGENCY REVIEW 2 L 8 N 1 SW p 2s TVC e3 0 A% — 1.80% 20.19, �B o0� /18.28 �9 79Se FG ELEVATION �SS\pNAL 6 05 �,o ♦ 'S ti ' 1 8 G m'G/^ G 1so%.L' 60 19 14 C M 190 8 N 19 O Iy 0.41% .��G 1.15% /g EARTHWORK C-4 \ o vo+_w w� w 9 CUT: 2570 C.Y. �F/GH MMPS y ° \ \ i0 NOT FOR 40 FILL: 4070 C.Y. NET: 1500 C.Y. IMPORT CONSTRUCTION ss NOTE: z F \ EARTHWORK QUANTITIES ARE BASED ON NEAT LINE ¢ z w m o \ �9 eC ems° CUT/FILL. EXCAVATION CALCULATED TO SUBGRADE. o ? ``Q�O��/ d R N ¢z�� ?s?O 6� \.ems 1P < 3 '976 a=OmO ¢ I g z w O�W�K /� / ^�> y� ^9gG ti 0.61% 26 �� G 198Z >a� p m / 1 9h ^ti 8° o' mX ���y � A-1.50% 1.23% w S u Ix - . 1W Sy, 3 �.5 00 NOTES Z~aWb, Z I `L `° rc3omw� O o¢m�Zo u 3.22% ADD 2600 TO ELEVATION CALL OUTS. o w p w x _ w g zJ F LLOwm a N w APPROXIMATE BOUNDS OF ESTIMATED MEANDER ZONE °F F 0 FOR SYNDER DITCH. IMPROVEMENT TO REMAIN OUTSIDE J"Do o w MEANDER ZONE. SEE PLAN FOR WIDTH. Z E W.S : I I oEo- 7 y �, PRIVATE DITCH OWNED BY PROPERTY OWNERS AND w; r �Lcss 1 76% 1.76% ��6I a� 199 °� MAINTAINED TO AND THROUGH THE SITE. OPEN ACCESS w m Q i I ti S ry0' Sly' 3 ^ TO DITCH MUST BE MAINTAINED AT ALL TIMES. _W o j N ?0A 3.03% CONTRACTOR TO PROVIDE SWPP PERMITTING BEFORE m w w �sss w CONSTRUCTION BEGINS OUTLINING EROSION CONTROL =Z o RD- 06 PLAN DURING CONSTRUCTION. ° ¢ ° p FF: 2620.50 ?0u���y� LANDSCAPE PLANS SHOW FINAL GROUND COVER ONCE CONSTRUCTION IS COMPLETE. THE FINAL GROUND 2 07.5� v I I 1.53% COVER WILL PREVENT ANY EROSION AFTER 2� o :3,0 CONSTRUCTION. o o� 0 a T.� i O g�y Fs •Io 1.20% — ^o• -p p tio � o GRADE SLOPE AT 2.0% TO APPROXIMATE N o LONGITUDINAL LOWPOINT AT CENTER OF LANDSCAPED C) 0 2617 04 l AREA TO MAINTAIN POSITIVE DRAINAGE AWAY FROM Z Q o I N BUILDING AND SIDEWALK EDGE. — J � z 2.07 s s 2.0% a Q C� 1. w Z N zsla `0 I J D 2620 I 9*� Q Q 0 ° o I O 9.48% JI 1.40% Lp� Ni I G !!rtrt 1.20% V 2619 °ice O J'2Q J'20 fc'O 1 ? �c'`�� 1.307 O�^ ^9� os o s° s�•s° s`•s S�R? ti 26 ?� go 6?O 0G5 9?O N I ti N 7g, N L° ——— ry— -- -- --------- R----- y s? 00 �� �oil 0° 96h n?O TFS 0.31% cb 0.27% Oti Iqo ` ° ps � 1°IRO w � SD 9D SD �o Vol ro e S 0G� 1.00% tio I g \°�°�° t o w I I 1 w w w w N—w w w w w w I w e w s ?s? by�l' m o I 1 N ~ I / I ^ 0 SNYDER DI H MEANDE • •w // ZONE, 20' IDTH, SEE NOTE ��� 1.50% 1 / 9 261g o FILE: 10_22_019 C-302 6 LL I Y 2° B •S O JUB PROJ.#:10-21-127 m o 08.21I N 0.79% ^ 0.40% 0 0.40% ^ 0.40% o DEsiGN ev / I •?�,�' S DRAWN BY: KnowwhafS�7q{JW. O ,Q'p�i9�P �2619 �6 ,.�' G_ .AEG G W O - Call before you dig. CHECKED BY: AT FULL N INCH a — CALL 2 BUSINESS DAYS IN O' - - - INCH SCALE ACCORDINGLY N ADVANCE BEFORE YOU DIG, AST uPDATED Sn8i2022 k, ,9. GRADE, OR EXCAVATE FOR THE SHEET NUMBER: R MARKING OF UNDERGROUND /� o MEMBER UTILITIES C-200 a o I 15 - - - - ----54-00'- - -. 15 / / / 15 1-U-B ENGINEERS,INC. SCALE IN FEET 17 17 -�__� / / ;Ua Z It CD UD 17 U 'O (.0 2 w i �O E 40 TYP. co p 26' � LLI � � c�-� � 25• m 9 - c�9 0 9.00' C17 CIg CAS 16 %/ 1 CURVE TABLE z 1-J-J p� cz 2619 15 16 _ UN CURV CHORD CHORD rn LENGT RADIUS TANGENT DELTA N 3 1 0 12 3 0 pp, # BEARING LENGTH z O 2 _ N �p B 17 i 12 v C1 39.22' 25.00' 24.95' 89'52'52" S45'08'12"W 35.32' LLI O Q) 16 1 m co4 4 15 00 C2 14.94' 10.00' 9.26' 85*35'17" N4T17'00"E 13.59' ��• 18 c s'y C3 4.48' 3.00' 2.78' 85*35'19" S47'16'59"W 4.08' N C4 4.71' 3.00' 3.00' 90'00'00" S44'55'21"E 4.24' 2616 16 G 7 �'a�o 18 CS 7.85' 5.00' 5.00' 90'00'00" S45'04'39W 7.07' AGENCY REVIEW 16 C22 f 26,yp C6 14.14' 4.50' INFINITY' 180'00'00" SO'04'39'W 9.00' 1pNAL F 6 12 C7 6.28' 4.00' 4.00' 9900'00" S44'55'21"E 5.66' FSS G E N g o�i2 61$ 1 10 p C8 35.40' 132.00' 17.81' 1622'02" S9'27'42"E 35.30' 10 vQ1 C9 37.65' 28.00' 22.29' 7TO2'41" S21'22'38"W 34.88' •7 °D `�' C73 cn MM O w 4 i �`L 1 9 C10 21.04' 12.00' 14.42' 100'27'59" N69'52'02'W 18.45' en A 7 10 \ x 1 G ry6� �F 9rF O F ::::•\ v 7 C11 28.30' 93.00' 14.26' 17'26'03" N10'55'00'1V 28.19' S�F/GOMMPs� 10 8 0 \ O w W w 20 C12 7.85' 5.00' 5.00' 90'00'00" N45'04'39"E 7.07' NOT FOR 2 \ 0 9p 16 C13 76.37' 157.77' 38.95' 2T44'04" N89'55'35"E 75.62' 37.35' \ ��'�Q' rye° 18 1s CONSTRUCTION 1 \ C33 tK C14 11.70' 5.00' 11.78' 134'01'05" S36'55'54"E 9.21' \ G^� C15 9.16' 3.50' 13.06' 150'00'00" S74'55'21"E 6.76' z 4g 5. : \ \ 9'00 �'��, C16 14.14' 4.50' 606036.41 180'00'03" S89'55'20"E 9.00, _ m o �¢z�� 4 �uli a TYP.\ o a C17 14.14' 4.50' INFINITY' 180'00'00" S89'55'21"E 9.00' 0 o a o ¢ 5`' OL 2620 g 19 =Z mw C18 4.71 3.00 3.00 900000 N45'0439E 4.24 o o F co 2620.50 5.50' 55 - - ! C19 6.71' 5.00' 3.97' 76'55'08" S51'27'48"E 6.22 a m o E Ov / 18 2 2 �6 C20 3.2T 30.00' 1.64' 6'15'05" S16'0T46"E 3.2T F z o 1 RD RD RD RD G z¢ rr m o C21 7.88' 5.00' 5.03' 90'19'57" S25'54'40"W 7.09' 3 m z J z :. I rc��mw O � C22 7.90' 5.00' 5.04' 90'29'44" S63'40'29"E 7.1 0 0' � 2 1 LLzw�OF > z C23 101.1 305.00' 51.04' 19'00'00" S9'25'21"E 100.68' W O F o- g m O O F m ry C24 23.56' 15.00' 15.00' 90'00'00" S45'04'39"W 21.21' w o ° SITE NOTES 10 HANDICAP SIGN e o N 16 C25 38.81' 25.00' 24.55' 8856'55" N45'26'54'W 35.03' a(D w F o W I 1 >d 11 NOT USED. N C26 7.85' 5.00' 5.00' 90'00'00" N45'04'39"E 7.07' F w w o 1 . e of W 6" VERTICAL CURB PER ACHD SUPPLEMENTAL SD-701 ~o 16 O C27 8.64' 5.50' 5.50' 90'00'00" S44'S5'21"E 7.78' w t w z 12 HEAVY DUTY ASPHALT THROUGHOUT PARKING LOT. � I O ATTACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL SD-709. e o a C28 7.07' 4.50' 4.50' 90'00'00" S45'04'39"W 6.36' =W o N 2.0% MAX. CROSS SLOPE. WIDTH VARIES, SEE PLAN. 13 CONCRETE SLAB of �J w v C29 14.14' 4.50' INFINITY' 180-00'00" SO-04'39"W 9.00' m w w of w \ 3 PEDESTRIAN ROUTE WITH STANDARD CROSSWALK STRIPING. x¢>w O CROSSWALK NOT TO EXCEED 2q CROSS SLOPE. 14 PROVIDE 1.5' WIDE CURB OPENING FOR DRAINAGE x z o E C30 6.28' 4.00' 4.00' 90'00'00" S44'55'21"E 5.66' O M Q M O RD- CURB AND GUTTER IMPROVEMENTS. MATCH TO EXISTING CURB AND :: ® THICKENED EDGE SIDEWALK, TYP. 15 GUTTER. o C31 31.42' 20.00' 20.00' 89'59'51" S45'04'43"W 28.28' 26.00' 2 co 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL SD-708 16 BARRIER CURB, TYP. e 12 C32 14.66' 7.00' 12.12' 120'00'00" N29'55'21"W 12.12' 12 © SD B�02GK PEDESTRIAN RAMP TYPE "G" PER ACHD SUPPLEMENTAL 17 6" REVERSE CURB e 19.00 C33 13.09' 5.00' 18.66' 150'00'00" N74'55'21"W 9.66' TYP 7 PERPENDICULAR PEDESTRIAN RAMP PER ISPWC SD-712 WITH 18 TYPICAL 3" WHITE PAINTED PARKING LOT STRIPING, TYP. C34 7.85' 5.00' 5.00' 9900'00" S45'04'39"W 7.07' DETECTABLE WARNING. q ® PEDESTRIAN RAMP TYPE "C4" PER ISPWC SD-712C WITH 19 TRASH ENCLOSURE, SEE ARCHITECTURAL PLAN 2 C35 23.56' 15.00' 15.00' 90'00'00" N44'55'21"W 21.21' DETECTABLE WARNING. C36 7.85' 5.00' 5.00' 9900'00" N45'04'39"E 7.07' O9 HANDICAP SYMBOL C37 4.71' 3.00' 3.00' 90'00'00" S44'55'21"E 4.24' E) 18 o C38 4.71' 3.00' 3.00' 9900'00" S45'04'39W 4.24' o C39 4.71' 3.00' 3.00' 90'00'00" N44'55'21"W 4.24' N 18 19.00' v C40 14.14 4.50' INFINITY' 180'00'00" S89'55'21"E 9.00' N . p w O TYP. C41 14.14' 4.50' INFINITY' 180'00'00" S89.55.21"E 9.00' z 0 0 2617 C 5.00' a_G Z O Q N 19.00' 13 � Q J zO TYP. 0 a ° 2 J N O N o d m 2618 262v J (5 w I rn ? I ° 2620 z a ryo^c, 16 5.5 ' 1 O w g 16 CC � G L� G Q I I 261 10 6 10 `'� c g 16 1fi O�j G 0 o 26. 0' 0 2 2 25.00' •01 0 N --- ---- - C� M 7 `ti6 4 4 N w : I m SO SD m -inn 16 GNp ui 16 9 18 16 9.00, 0' err, a 9.00' 18 c 1\ 'w TYP. C25 6 C41 TYP. CAO �s G� 13 z I 1 w w 0 w w w w w w " �w w w 2 7 O Z I o 9 8.00, s?p I 1 s o o o v Ln 12 1 n I 16 N� 5 2619 n 1 ,ti • w G 12.00' FILE: 10_22_019_C-301 17 17 1 I~�I JUB PROJ.#:10-21-127 Y z I I Gry DRAWN BY: KMM Know w ws below. m U DESIGN BY: KMM O /� G1 �all Dore you dig" CHECKED BY: KHM ONE INCH CALL 2 BUSINESS DAYS IN AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY 8 X ADVANCE BEFORE YOU DIG, AST UPDATED:5i12/2922 .4 6 GRADE, OR EXCAVATE FOR THE SHEET NUMBER: MARKING OF UNDERGROUND o MEMBER UTILITIES C-300 a o I N: 709439.80 E: 24 / ---- -- CJ-u-g RIM: 2618.41 INV OUT: 2616.19 12"(W) \ / ' 9.3 LF 12" \ ® 0.10% ---- -- _ / / / J.U-B ENGINEERS,INC. 35.7 LF 12" PVC 0 0.1II% / / ( U J N \ 88.0 LF 12" PVC 0 1.08% �..� \ / / / / / CEO O O c) SDCB-j I I \ - - fA O OQ � E / N: 709439.12 E: 2461425.00 2 LU O 0 RIM: 2618.06 62 Lu 't co U D22 $ 00 INV OUT: 2615.24 12E(SW)I / ;� I 26 0 20 40 W pN 01 0 z c/) 5 C SDCB-5 D1 z \` - L SCALE IN FEET Lu o N: 709421.02 E: 2461391.73 sag 1:3.0 co (.017 I RIM: 2617.47 Da SDCB-8 [,- INV IN: 2615.20 12"(NE) N: 709394.84 E: 2461800.30 N �.3.0 INV OUT: 2615.20 12"(W) SDCB-7 Da RIM: 2618.33 DRAINAGE NOTES N: 709382.17 E: 2461722.12 RIM: 2617.80 AGENCY REVIEW D1s D1 TYPE I CATCH BASIN PER ISPWC SD-604 2 s'e D21 D2 1000 GAL. SAND AND GREASE TRAP PER ISPWC \pNAI 26�a 4. INLET BAFFLEELEV. = 2615.22 OUTLET BAFFLE ELEV. = 2615.72 M BAFFLE SEPARATION = 20 IN. I Da SDCB-6 N: 9375.47 E: 2461408.65 M D3 DOWNSPOUT, TYP., INV. = 2618.50 NT $•/g2° RIM: 2618.59OF SHALLOW INLET PER ACHD SUPPLEMENTAL SD-715 �s/F/GHMMPSS� p, 3.0 LF 6" PVC ® 1.67% N \ \ w w w D5 STORM DRAIN MANHOLE PER ISPWC SD-611 NOT FOR 1:3.0 p3 D11L \ 63.2 LF 12" PVC 0 0.39%--\,\ D6 CLEANOUT LOCATION 1, INV. = 2618.45 3 CONSTRUCTION ss \ \ D7 CLEANOUT LOCATION 2, INV. 2618.45 o F o W 3 N U \ o D8 CLEANOUT LOCATION 3, INV. = 2617.48 3 0 <W w w m co 26�0 \ D9 ss CLEANOUT LOCATION 4, INV. 2618.45 3 0 Y w o m o Q =z w I 27.1 LF 6" PVC ® 1.00% \ 261 D10 CLEANOUT LOCATION 5, INV. - 2618.45 3 °0 , } YZ��m m j ' -A D7 D12 w D11 CLEANOUT LOCATION 6, INV. = 2618.45 c3 0 00 a m m a 1 N�Z 0 W 5.0 LF 6" PVC ® 1.00% tm Ao eo D12 CLEANOUT LOCATION 7, INV. = 2618.14 3 z a °m Q D3 D13 D1a D13 CLEANOUT LOCATION 8, INV. = 2617.84 3 0 3 o- W� 0 ~a'. W I �Uz� z Z O D3 D3 D14 CLEANOUT LOCATION 9, INV. = 2616.68 �30 0 a= °~ w 0 I �, W ~Do z J w N LL O w 26.3 LF 8" PVC 0 1.00% 77.9 LF 8" PVC ® 1.00% o 0 0 a=F¢ a g SDCB-2 01 D15 STORMWATER BASIN A 0 a r J 42.3 LF 12" PVC 0 2.30% 6.3 LF 6" PVC ® 7.85% 6.1 LF 6" PVC ® 21.47% N: 709307.67 E: 2461781.18 0 =C, U) D16 STORMWATER BASIN B a ID W O wl RIM: 2619.24 0 = � I 53.5 LF 12" PVC ® 1.00% NV OUT: 2616.24 12"(W) D17 STORMWATER BASIN C 12 o0 <w °3 D5 SDMH-2 I " L 0z i I N: 709307.69 E: 2461762.58 15.6 LF 12" PVC 0 0.70% DAYLIGHT PIPE IN BASIN, INV. = 2616.50. INSTALL INLET J w m Y RIM: 2619.99 D18 PROTECTION APRON AND FLOW SPREADER PER ACHD = 0 D8 INV IN: 2616.11 12"(W) I SUPPLEMENTAL SD-628. W w w D18 I INV IN: 2616.11 12"(E) NV IN: 2616.11 12"(S) w DAYLIGHT PIPE IN BASIN, INV. = 2615.50. INSTALL INLET 0 W a W o 65.0 LF 12" PVC 0 1.50% INV OUT: 2616.11 12"(N) Dts 0 PROTECTION APRON AND FLOW SPREADER PER ACHD SUPPLEMENTAL SD-628. I DAYLIGHT PIPE IN BASIN, INV. = 2616.75. INSTALL INLET :3.0 D2o PROTECTION APRON AND FLOW SPREADER PER ACHD 42.3 LF 12" PVC 0 2.30% SUPPLEMENTAL SD-628. DAYLIGHT PIPE IN BASIN, INV. = 2615.85. INSTALL INLET I I D2 SGT-01 DB e D21 PROTECTION APRON AND FLOW SPREADER PER ACHD N: 709205.68 E: 2461480.04 93.4 LF 12" PVC 0 2.40% SUPPLEMENTAL SD-628. I RIM: 2620.44 5.0 LF 6" PVC 0 1.00% INV IN: 2615.83 12(E) 3.0 LF 6" PVC 0 1.67% DAYLIGHT PIPE IN BASIN, INV. = 2616.30. INSTALL INLET INV OUT: 2615.57 12"(S) D3 D22 PROTECTION APRON AND FLOW SPREADER PER ACHD SUPPLEMENTAL SD-628. D3 ACID KLASSIKDRAIN KS100 OR APPROVED EQUAL STEEL D19 • D10 • TRENCH DRAIN. INV. OUT = 2615.83 z SD N J 0 D23 D3 Q Q o I I N 0 2617 3.0 LF 6" PVC 0 1.67% z /wL1� Q Q Q Z_ J E Q J 0 w 64.7 LF 12 PVC ® 0.10% 2618 = I I 2620 57.6 LF 6" PVC 0 3.99% o I tti. I LJ 0 O L (Y U 2619 1:3.0co o N o I N D20 U I 50 SD 9D SD W g I 158.0 LF 12" PVC 0 0.10% SDMH-1 D5 N: 709138.87 E: 2461571.83 b ry RIM: 2619.48 �t z I I SDCB-9 NV N: 2 w w w w I 61615 16(N)-w w w w N: 709128.08 E: 461409.88 43.0 LF 12" PVC 0 0.10% RI 2618.38 �a INV OUT: 2615.65 12"(W) o w I D SDCB-1 • • N:U 709092.86 E: 2461573.76 2619 FILE: 10_22_019-0-302 26�9 RIM: 2618.52 LL I I INV OUT: 2615.70 12"(N) JUB PROJ.#:10-22-019 Y z DRAWNBY: KMM m o KrlowwftYs below� DESIGN BY: KMM Call ore you dig" CHECKED BY: KHM d ? - ONE E INCH - - - - -_-- - - - - - - - CALL 2 BUSINESS DAYS IN AT FULL SIZE,IF NOT ONE N ti LAST INCH SCALE ACCORDINGLY X ADVANCE BEFORE YOU DIG, UPDATED 5/18/2022 R GRADE, OR EXCAVATE FOR THE SHEET NUMBER: MARKING OF UNDERGROUND o MEMBER UTILITIES C-301 a o I w2 NUB — / \ J-U-B ENGINEERS,INC. WD C5 co 0 W o � � m " I U — '0_0 APPROXIMATE JOINT TRENCH \� W4 0 20 40 X L- O LOCATION. CONTRACTOR TO �_ -- �' jSW •� M N 2 COORDINATE WITH IDAHO POWER 1 �L W " � I - SCALE IN FEET O \ 10 V 14.1 LF 6" W P 36.7 LF 8" W SEWER KEYED NOTES AGENCY REVIEW W5 st SEWER SERVICE CONNECTION AT W9 BUILDING, SEE PLUMBING PLAN FOR W5 CONTINUATION. �S�pNAL FNG 2606.93 INv 14.2 LF W7 1 �. CENgF /2 �z HDPE 2" W 1 9.3 LF 8" W S2 4" SERVICE LINE o F� i w8 N0 \ \ W9 10.5 LF 6" w W9 MERIDIAN STD. S1 S3 SEWER CLEANOUT PER CITY OF 1 W6 w 83.9 LF 8" w Sa SEWER SERVICE CONNECTION TO BE \ 6.9 LF 8" W w w 27.0 LF 8" W MADE TO EXISTING SEWER MAIN IN N IFS F of p y—� 20.0 LF-8" W \ W6 W7 WEBB AVE. COORDINATE PAVEMENT CUT /GHMMPS \ \ I 1 s1 \ 10 W9 AND CONSTRUCTION WITH ACHD. NOT FOR 1 is S3 \ \ I I WATER KEYED NOTES CONSTRUCTION ss \ 7.0 LF 8" w w1 2" SINGLE SERVICE WITH 2" METER N a" SS' \ PER CITY OF MERIDIAN STD. W4. °z Z \ �3�6�F S2 W7 \ COORDINATE CONNECTION TO BUILDING a w w m o \\ \ \\ \ W2 CONNECT WITH PLUMBING EXISTING a G WATER LINE >w w°° " I s� w PER CITY OF MERIDIAN STD. W5. o w m a 1 cv, CONTRACTOR SHALL CALL DIGLINE. 1¢ m° m sa s w3 EXISTING 8" WATER MAIN ° ?w \ \ I I I W4 REMOVE EXISTING CAP AND CONNECT z a 3 m \ \ TO EXISTING 8" WATER STUB AT a W Z�w z LOCATION PER PLAN. o a m w o \ I 1 S t W5 FIRE HYDRANT ASSEMBLY PER o o F?° w o � \ MERIDIAN STD. W9 y�w o w m � \ \I \ I sa ws EXISTING FIRE HYDRANT ASSEMBLY z°=o 5 coLu POTABLE/NON—POTABLE WATER � �x o 0 ¢_w \\ \ N7 CROSSING PER WATER NOTE 4 ON ¢o w o SHEET C-002. w> to �wmw¢ W7 w W6 8" TEE AND THRUST BLOCK = z?w w w- � w9 I 0 8" 45' BEND AND THRUST BLOCK m w w w xa» wto 8,. 22' BEND, 1 1' BEND AND THRUST _o.z a0 0� z BLOCK 2 07.5j v I W11 8" 22' a BEND AND THRUST BLOCK I O 8" GATE VALVE WITH BOX, LID AND II I I 2 m W12 THRUST BLOCK C CA III w7 4 O ■ ui Q J I ` Q Q LLI U) w I 8.0 LF I" W J W5 Z o Q Q LLI I I O W p 27.0 LF 8" W 1 Q 1 —— N ——————— — i d - SD SD SD 31) yy5 14.1 LF 8" W W9 W9 o 8.5I LF 6"IW � W � 9 \ w � � 1 260.8 LF 8" W w7 95.0 LF 8" W d w w w w w w 10.9 LF8" W ja Z i W9 w6 � I o I z • " z 0 108.ill NI FILE: 10-22-019_C-400 VVV Y Z — _ DRAWN BY: KMM JUB PROJ-p:1 - - 1 m U I - - Krrow whaYS DESIGN BY KMM -a Call before YOU dig. CHECKED BY: KHM a o I ONE NCH m a -- X — — X X -- X X — X X X X CALL 2 BUSINESS DAYS IN IN FULL SIZE,IF Nor ONE N INCH SCALE ACCORDINGLY N a ADVANCE BEFORE YOU DIG, LAST UPDATED:5/12/2022 I I GRADE,OR EXCAVATE FOR THE SHEET NUMBER: MARKING OF UNDERGROUND C-4�� o MEMBER UTILITIES s -- a o 6" R. 10 u B I 2'-0" HANDICAP SIGN AS REQUIRED BY LOCAL AND STATE ORDINANCES J a NEW A.C.P. SQ. HANDICA MOUNTED ON FACE OF BUILDING J-U-B ENGINEERS,INC. P 0 1•_0^ 5 1/2" 1/2" 2'x2'x6" CONCRETE PAD / \ ADDITIONAL SIGNAGE MAY BE 1 I �� CAST IRON RING "/ REQUIRED (FINES, ETC.). b r AND COVER ^//\�/ /�/ PARKING CHECK WITH LOCAL z z CONCRETE COLLAR GOVERNING AUTHORITIES — N w z z 2' SQUARE TUBE WITH CLOSED (n C CD o TOP. (TO BE USED ONLY IF SIGN O cy) ?3• O 1 8 BEND I w a IS NOT MOUNTED TO BUILDING) Cn O 00 E DD N O / o> � W � p � o $� 2\ V Q W Lu V � 0 C'7 P WYE LL) }' c c: ,o INSTALL CAST IRON RING & Z3 c COVER ON ALL CLEANOUTS. CAP AT o \�\\ o \\/\\/ z 3" V-6" 8» 8» TOP OR END OF RUN iv ��\//\\// � LLI C) BASE COURSE ROCK //j //. 8"0 CONCRETE FILLED Q] (0 0_ 8»I THOROUGHLY COMPACTED POST HOLE � OF PARKING N SPACE CLEANOUT HANDICAP SYMBOL (D2 ONCRETE BARRIER CURB (DSCALEE:N.T.S. 4 TYPICAL HANDICAP SIGN AGENCY REVIEW SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. �S\oNAL FNc 25" � \C F NSFo/yam � SIDEWALK OR 6" 18" 1 BATTER 3" ASPHALT LANDSCAPING SEE PLANS 1" R �F TF OF�� F l 4" ROAD BASE CD6" PORTLAND CEMENT CONCRETE > S�F/GHMMPs� �i\\\\\\\ \\\\ 3 1 2 R ao _ Q Q Q L 4" CRUSHED AGGREGATE BASE m j�/\////j//j//�//� / " a NOT FOR 12" ROAD SUB-BASE iv p. t 1/2" o 6 COMPACTED SUBGRADE AS COMPACTED SUBGRADE AS E\ \ \ D o CONSTRUCTION SPECIFIED IN THE SOILS REPORT `�` ` ` ` ` ` ` SPECIFIED IN THE SOILS REPORT ` ` ` ` ` ` ` � n pCONCRETE NOTE: NOTE: 1/2" R o W/ ❑ ~ w WALK PER GEOTECH REPORT DATED MARCH 23, PER ADDENDUM #1 TO GEOTECH REPORT DATED p 1/4" WALK W1.4XW1.4 ¢ z w m 2022 PREPARED BY ATLAS. MARCH 23, 2022 PREPARED BY ATLAS. GREENSTREAK 7 w w HEAVY DUTY ASPHALT PAVEMENT SECTION RIGID CONCRETE PAVEMENT SECTION a a a a #632 M DIUS W'WFGREENSTREAK 0<o¢o IL 4" OF 3/4" MINUS #632 >w O w a 5 &SCALEE:N.T.S. \\iXKI \ \/i\/i\\\\/ %i\/�\/�\/%\� PERSISPWC SECTONT800 PAVING 1-2%, PER 0 o F m y SCALE:N.T.S. 6' LAN �¢��o m ooi�mx COMPACTED SUBGRADE 1 y z o io0 • ' ° ` X 31 ZF��m< 3m��z2 z VERTICAL CURB W/REVERSE GUTTER PLATE - °°JJ �❑�w o ° 7 y� R \/� \�\�\\ oZ=�o11 W Z SCALE:N.T.S. I \%/� 'v z\�/`� .20 LL o w m STORMWATER POND ELEVATIONS GENERAL DRAINAGE NOTES �• `�! 'o°_F_¢ BUILDING w o v7 F­F-::1 0_- 8- FOUNDATION 1. DESIGN INFILTRATION RATE VARIES FROM 2.0 TO MORE THAN 12.0 COMP. GRANULAR FILL a w�° o BASIN A BASIN B BASIN C IN/HR PER "GEOTECHNICAL INVESTIGATION" PREPARED BY ATLAS. SEE SPECIFICATIONS z Ir 0❑= DATED MARCH 23, 2022. #5 CONTINUOUS T. & B. W w o z D7 2615.5 2615.8 2615.2 2. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF w a GROUNDWATER IS ENCOUNTERED WITHIN 3—FEET OF THE BOTTOM =of z DESIGN ELEVATION FOR ANY INFILTRATION FACILITY AND/OR IF IT IS m w w D2 2616.50 2617.30 2616.70 HIGHER THAN ANTICIPATED THICKENED EDGE Zo �0 co co Oz 03 2617.5 2617.8 2617.2 CONCRETE SIDEWALK 8 SCALE:N.T.s. z MIN. TOP OF BANK EL: D3 V-0" MATCH EXISTING GROUND ADJACENT TO MIN. HIGH WATER LINE EXISTING SIDEWALK/CURB & GUTTER EL: D2O 3; MIN. V/ / BOTTOM OF POND EL: D1 ) 4" TOPSOIL OR AMENDED NATIVE MATERIAL REVEGETATE BOTTOM AND SIDES PER ACHD HIGH WATER LINE REVEGEfATION GUIDELINES �. 4'x204'x6' SAND WINDOW, BASIN A, PER PLAN �. 0 Z cn TYPICAL STORMWATER BASIN DETAIL _ 9 �_ �� Z SCALE:NTS N _ ----- // \ / \ O �p BOTTOM OF POND-""""4 HIGH WATER LINE ' J �M� 7.5 ND o -- BOTTOM OF PO W M M M M M M / �� o Q - Q Uj Cn �A p HIGH WATER LINE TOP OF BANK sp• 0 6S. 8.1' \ o S� 1 moo_ r iO <o J o d BOTTOM OF POND _ �� 8� TOP OF BANK9. >t G 1�� �. d SAND WINDOW, SEE DETAIL, THIS SHEET TOP OF BANK w w w �a w LO O Z 0; z STORMWATER BASIN B 12 STORMWATER BASIN C E:1? TOP OF BANK 1 SCALE =20' SCALE:1"=20' • z ie I I P � z • FILE: 10-22-019 C-501 ¢ JUB PROJ.#:10-22-019 Y 10 STORMWATER BASIN A DRAWN BY m U SCALE: KMM Ca=20' DESIGNBY: C : Know be lyou below. g• CHECKED BY: Call before u di a m oNI E INCH CALL 2 BUSINESS DAYS IN AT FULL SIZE,IF NOT ONE m w INCH SCALE ACCORDINGLY N N ADVANCE BEFORE YOU DIG, AS uPDnrED:5na2922 GRADE, OR EXCAVATE FOR THE SHEET NUMBER: MARKING OF UNDERGROUND C-500 o MEMBER UTILITIES