Loading...
HomeMy WebLinkAboutConstruction Drawings ADLER INDUSTRIAL 0 O 0 N s r i o i & r102 3z) . i) UILDIA. - Z low,, WCN �: T� 3: cco o CITY OF MERIDIAN, ADA COUNTY, IDAHO z LO 2025 -0 CO�_ C) C;L cn O CO N GENERAL ROADWAY SEWER SHEET INDEX 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC AND THE ACHD 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS C1.0 - COVER SHEET 8c NOTES PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS AND THE ISPWC WILL BE ALLOWED UNLESS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. ADDENDUMS), MERIDIAN DESIGN STANDARDS, AND/OR THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. C2.0 - DIMENSION PLAN MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, E 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND C3.0 - GRADING PLAN F� OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE 3. ACHD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA C4.0 - DETAILS 8625 i SITUATION IS RESOLVED. CONTRACTOR SHALL SCHEDULE WITH INSPECTION SERVICES AT 208-387-6280. 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). N 1 - DETAILS 9�-Z� 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL 4. MERIDIAN PUBLIC WORKS AND OWNER'S ENGINEER WILL INSPECT STORM DRAINAGE IMPROVEMENTS SERVING PRIVATE ROADS AND 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL C4. F OF TIMES. PARKING LOT IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY. BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO qT� NG CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN C4.2 - DETAILS 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE PRIOR 5. PLACE ALL WATER VALVES, BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT CONFLICT WITH ANY CONCRETE CURB AND ACCORDANCE WITH SECTION 542.07 OF THE ES OF RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 5RUCT D AND TO START OF WORK. GUTTER, VALLEY GUTTER OR SIDEWALK IMPROVEMENTS. SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). C5.0 - SEWER PLAN & PROFILE 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS 6. CONTRACTOR SHALL COORDINATE WITH ACHD FOR PATCHING REQUIREMENTS IN THE EXISTING ROADWAYS. REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE.. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A C5.1 - UTILITY PLAN 7. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). 6. CONTRACTORS SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND OWNER'S ENGINEER 48 HOURS PRIOR TO THE REQUIRED ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. C6.0 - IRRIGATION PLAN z TESTING. THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 8. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. 5. WHEN COVER OVER A SEWER PIPE IS LESS THAN THREE (3) FEET FROM TOP OF PIPE TO SUBGRADE OR TOP OF PIPE TO NATURAL GROUND, USE "CLASS 200 WATER PRESSURE PIPE", ASTM D 2241, SDR 21, INCLUDING SERVICE LINES AND FITTINGS. o 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS, AND Jv C) AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL CONCRETE COLLARS, AND THE CONTRACTOR SHALL NOTIFY THE CITY OF MERIDIAN 24 HOURS PRIOR TO POURING CONCRETE a MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE COLLARS. 6. THE CONTRACTOR SHALL CONDUCT AN AIR PRESSURE TEST AND TELEVISION INSPECTION AFTER ALL UNDERGROUND UTILITIES E FRANKLIN RD NO. 1. HAVE BEEN INSTALLED. THE CONTRACTOR SHALL PROVIDE A VIDEOTAPE OF THE INSPECTION PRIOR TO FINAL ACCEPTANCE OF w 9. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACKCHARGED TO THE CONTRACTOR BY THE OWNER. THE SEWER. J L 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR �� C 10 a PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. . ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. 7. APPROVAL AND ACCEPTANCE OF ALL SEWER CONSTRUCTION WILL BE BY THE PUBLIC WORKS DEPARTMENT AND THEIR cn FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING LLJ 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS AND STANDARD m z DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE 11. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE SPECIFICATIONS AND DRAWINGS. Jim W COBALT DRIVE DETERMINED BY THE FIELD INSPECTOR. RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED o U) o CONSTRUCTION PLANS. 12. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH DIVISION 200 OF THE 8. ALL SEWER PIPE SHALL BE BELL AND SPIGOT, POLYVINYL CHLORIDE (PVC), SDR 35, ASTM D-3034, UNLESS OTHERWISE Qo � o LATEST EDITION OF THE ISPWC. SPECIFIED. ALL SEWER PIPE SHALL COMPLY WITH APPLICABLE PORTIONS OF SECTION 4.1 OF THE STANDARD SPECIFICATIONS cy 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING AND DRAWINGS. < w PRIOR TO CONSTRUCTION. S VANGUARD WAY >;13. WHEN CONNECTING TO EXISTING ASPHALT THE CONTRACTOR SHALL SAW CUT 2' MIN. FROM THE EDGE OF PAVEMENT OR AS a REQUIRED TO PROVIDE A GOOD EDGE TO BIND NEW ASPHALT. 9. LOCATE SERVICE LINES TO THE POINTS SHOWN ON THE DRAWINGS OR AS MARKED BY THE ENGINEER IN THE FIELD. MARK AND m ,n 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT CONSTRUCT SERVICE LINES IN ACCORDANCE WITH THE STANDARD DRAWINGS 7.16(S) AND 7.17(S). THE SERVICE MARKER SHALL N o H FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM 14. ALL UTILITY AND OR IRRIGATION FACILITIES WHICH INTERFERE WITH REQUIRED STREET IMPROVEMENTS SHALL BE RELOCATED AT BE IN PLACE FOR THE FINAL INSPECTION. SERVICE LINES SHALL EXTEND TEN (10) FEET BEYOND THE RIGHT-OF-WAY. SEWER Q THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. THE OWNERS EXPENSE. SERVICE LINES MAY BE A MAXIMUM FIVE (5) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE APPROVED BY CITY PROJECT J C)ENGINEER. SITE z 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE z SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY 15. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR ACHD REVIEW AND APPROVAL PRIOR TO OBTAINING A DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. RIGHT-OF-WAY PERMIT. °0 Y 10. THE PUBLIC WORKS DEPARTMENT WILL INSPECT ALL PUBLIC SEWER CONSTRUCTION WHETHER WITHIN PUBLIC RIGHT-OF-WAY OR N EASEMENT. THE CONTRACTOR WILL NOTIFY THE PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO START OF I-84 w O 13. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL 16. THE CONTRACTORS WORKING THIS PROJECT SHALL HAVE A CURRENT COPY OF THE ABOVE REFERENCED STANDARDS AND CONSTRUCTION, AND AGAIN TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE COLLARS. DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR ASSUMES ALL SPECIFICATIONS ONSITE AT ALLL TIMES DURING CONSTRUCTION. RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 17. ALL PEDESTRIAN RAMPS WITHIN THE RIGHT OF WAY SHALL HAVE TRUNCATED DOMES PER THE ACHD SUPPLEMENT TO THE 11. MAINTAIN GROUNDWATER LEVELS ONE FOOT (1') OR MORE BELOW THE PIPE INVERT, PER ISPWC, DURING PIPE LAYING AND PIPE UNDERGROUND UTILITIES. CURRENT EDITION OF THE ISPWC STD DWG SD-712. DOMES SHALL BE CAST INTO THE CONCRETE (ADHESIVE MATS ARE NOT JOINING OPERATIONS AND WHILE MAKING SEWER TAPS. CLEAN AND RESTORE TO THEIR ORIGINAL STATE ANY DITCHES AND CD CD ALLOWED AND SHALL BE TRAFFIC YELLOW IN COLOR. STORM DRAIN FACILITIES THAT ARE SILTED DUE TO THE CONTRACTOR'S DEWATERING EFFORTS. BEDDING AND PIPE ZONE 2 2 o N 14. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE ARIGHT-OF-WAY ) MATERIAL SHALL BE THREE-QUARTER INCH (3/4") ROCK CHIPS UNLESS OTHERWISE APPROVED. Y Y 2 2 v ti CONSTRUCTION PERMIT FROM ACHD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 18. ASPHALT REPAIR WITHIN THE RIGHT OF WAY SHALL COMPLY WITH ISPWC STANDARD DRAWINGS; SD-301, SD-303 AND SD-806 15. THE DESIGN ENGINEER SHALL SUBMIT RECORD AND ELECTRONIC DRAWINGS TO THE PUBLIC WORKS DEPARTMENT AS PRESCRIBED OR AS MODIFIED BY THE ADA COUNTY HIGHWAY DISTRICT. 12. THE ADA COUNTY HIGHWAY DISTRICT WILL INSPECT THE TRENCH ABOVE THE PIPE ZONE IN ACCORDANCE WITH CURRENT ACHD O o wLL o 0 w Q IN THE MSSD SECTION 1.2.J.3 BEFORE FINAL APPROVAL IS GIVEN TO THE PROJECT. STANDARDS. z w w > o Q 19. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY F- z z Y O w o ~ 0 AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY VICINITY MAP - Q w a c~n O co16. ONLY PLAN SETS STAMPED "APPROVED FOR CONSTRUCTION" AND SIGNED BY THE CITY ENGINEER OR HIS AUTHORIZED w FOR ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE 13. INSTALL SEWER SERVICE LINES PRIOR TO STREET IMPROVEMENTS. = w W = 0- REPRESENTATIVE Q 0 co 0 SHALL BE USED BY THE PROJECT CONTRACTOR(S). USE OF ANY PLANS ON THE JOB WITHOUT THE 0 o o U Q w a cn ° FOLLOWING VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED BY FOR THE PROJECT: NONE NOT TO SCALE �I "APPROVED FOR CONSTRUCTION" STAMP SHALL BE GROUNDS FOR THE ISSUANCE OF A STOP WORK ORDER. 14. CONSTRUCT SANITARY SEWER MANHOLES IN ACCORDANCE WITH SECTION 4.3 OF THE STANDARD SPECIFICATIONS, AND DRAWINGS 20. CONTRACTOR SHALL NOTE THAT ACHD WILL INSPECT THE SIDEWALKS AND PEDESTRIAN RAMPS FOR STRICT COMPLIANCE WITH 7.21(S), 7.22(S), 7.24(S), 7.25(S), 7.26(S) AS APPLICABLE. 17. LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES (INCLUDING INFILTRATION BEDS AND DRYWELLS) AT LEAST 25 FEET THE ADA STANDARDS. SLOPES INCLUDING CROSS-SLOPE WILL BE VERIFIED TO MEET THESE STANDARDS AND THE DISTRICT WILL Q o FROM WATER MAINS. THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. ADHERE TO A STRICT "NO TOLERANCES" POLICY. W ° 18. ANY COMMON LOT CONTAINING PUBLIC WATER OR SEWER MAINS SHALL BE FENCED AT THE LOT LINES. 21. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE � PLANS. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. WATER ENGINEER DEVELOPER 0 19. QUANTITY AND PLACEMENT OF STREETLIGHTS ARE CONTINGENT UPON THE ELECTRICAL DESIGN BY IDAHO POWER COMPANY. THE Z = O ELECTRICAL CONTRACTOR WILL BE PROVIDED A STREET LIGHT MAP BY THE MERIDIAN PUBLIC WORKS AND BUILDING DEPARTMENT, 21.1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE NV5 ADLER LA VISTA T101, LLC & ADLER LA VISTA WITH THE ISSUANCE OF AN ELECTRICAL PERMIT. STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING 690 INDUSTRY WAY T102, LLC U Q U WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL MERIDIAN, IDAHO 83642 8665 W. EMERALD ST., STE 200 20. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF THE APPROVED CONSTRUCTION PLAN ON WHICH IS RECORDED 21.2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, THE CONSTRUCTION NOTE NO. 1. CONTACT: MATT MUNGER, RE BOISE, IDAHO 83704 c) _ THE ACTUAL LOCATIONS OF THE CONSTRUCTED PIPE LINE AND ANY OTHER UTILITIES ENCOUNTERED. THE CONTRACTOR SHALL CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY. PHONE: 208-275-8704 CONTACT: JAKE MILLER 0cf) O PROVIDE THESE LOCATIONS TO THE DESIGN ENGINEER FOR USE IN THE PRODUCTION OF RECORD DRAWINGS PER SECTION 1.2.J.3 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, EMAIL: MATT.MUNGERONV5.COM PHONE: MILLER 6-7170 PRIOR TO FINAL APPROVAL OF THE PIPELINE INSTALLATION. 21.3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND EMAIL: JMILLERQADLER-INDUSTRIAL.COM THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL -J 21. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. LANE. NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL r� BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA Q� 22. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. 21.4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). o 3: FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET THE COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL cn 23. THE CONTRACTOR(S) SHALL REMOVE ALL OBSTRUCTIONS, BOTH ABOVE AND BELOW GROUND, AS REQUIRED FOR THE BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO 0 U CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. THIS SHALL INCLUDE CLEARING AND GRUBBING WHICH CONSISTS OF CLEARING 21.5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN U THE GROUND SURFACE OF ALL TREES, STUMPS, BRUSH, UNDERGROWTH, HEDGES, HEAVY GROWTH OF GRASS OR WEEDS, CONSTRUCTION BEGINS. WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND CD FENCES, STRUCTURES, DEBRIS, RUBBISH, AND SUCH MATERIAL WHICH, IN THE OPINION OF THE ENGINEER, IS UNSUITABLE FOR SECTION 43 ACCORDANCE.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). C0 THE FOUNDATION OF PAVEMENTS. ALL MATERIAL NOT SUITABLE FOR FUTURE USE ON SITE SHALL BE LEGALLY DISPOSED OF OFF 22. CARE TO BE TAKEN BY CONTRACTOR TO STAY OFF OF SUBGRADE ONCE IT IS EXPOSED. SEE ALSO PROJECT SPECIFICATIONS SITE. SECTION 3.02. p 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM � CO 24. BACKFILL OF LOTS AND/OR RELOCATED LATERALS SHALL REQUIRE INDEPENDENT SOILS TESTING LABORATORY. TO VERIFY 23. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD INSPECTION FOR VERIFICATION OF COMPLIANCE WITH WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). m BOTTOM OF EXCAVATION PRIOR TO THE PLACEMENT OF STRUCTURAL BACKFILL TO ENSURE THAT UNSUITABLE SOILS HAVE BEEN POLICY AND EXISTING PAVEMENT MARKINGS. �/'� O - REMOVED. COMPACTION TESTING SHALL BE DONE AT EACH ONE FOOT OF VERTICAL LIFT AND EVERY 500 FT. HORIZONTALLY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS �+ J '> TESTING LOCATIONS TO BE ALTERNATED TO ENSURE UNIFORM COMPACTION ON EACH DEVELOPED LOT. ENGINEERED BACKFILL TO 24. CONSTRUCT ALL PAVEMENT MATCHES WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE W (n c� BE COMPACTED TO A MINIMUM OF 90% OF MODIFIED PROCTOR PER ASTM D-1557 OR 95% OF STANDARD PROCTOR PER ASTM USE THE FOLLOWING: COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.5 INCH (1/2") PUBLIC WORKS INSPECTOR AND AFFECTED PARTIES. (� / D-698 TEST RESULTS TO BE SUBMITTED TO THE CITY OF MERIDIAN BUILDING DEPT. PRIOR TO THE ISSUANCE OF ANY BUILDING MIX, PG-64-28 THREE INCHES (3") THICK, AS MINIMUM WITH 4 INCHES (4") 3/4" BASE AND 20" OF 6" MINUS PIT RUN. �, PERMITS. O U 0 0 25. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY NECESSARY NPDES PERMITS, FILING ANY N01'S, AND DRAINAGE �x w Cfl PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION ,,�Z cv O AGENCY. CONTACT THE EPA AT 208 334 9489 FOR THE REQUIRED INFORMATION. SAID PERMIT SHALL BE PRESENTED TO THE BENCHMARKS W O Q O ° c CITY ENGINEER AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, AND A COPY MAINTAINED ONSITE. 0 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR INSPECTION. FOR z O ° ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE RESPONSIBLE FOR INSPECTION AND J w m 0 26. MINIMUM SEPARATION FROM THE BOTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROUND-WATER SHALL BE A MINIMUM 1. SET REBAR AT THE NORTH EAST CORNER OF THE SITE. N:704600.31, E:2440777.01, NAVD88 DATUM EL = 2564.77 OF 3'. CONTACT DESIGN ENGINEER FOR A REVISED DRAINAGE FACILITY DESIGN IF BOTTOM OF FACILITY IS WITHIN 3' OF CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PIPING TO THE DRAINAGE FACILITIES WILL BE LL x SEASONAL HIGH GROUNDWATER ELEVATION. RE-DESIGNED FACILITY SHALL BE APPROVED BY ACHD. 2. SET REBAR AT THE NORTH WEST CORNER OF THE SITE. N:704677.04, E:2439955.47, NAVD88 DATUM EL = 2560.08 INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE APPROPRIATE PERMIT. O _ z O o 27. DRAINAGE FACILITIES, UTILITY POLES, LINES, AND APPURTENANCES WHEN NECESSARY TO REMOVE OR DISTURB, SHALL BE O Q _ REPLACED OR RECONSTRUCTED TO EQUAL OR BETTER TO THEIR CONDITION PRIOR TO DISTURBANCE. 3. SET REBAR AT THE SOUTH WEST CORNER OF THE SITE. N:703453.83, E:2439948.06, NAVD88 DATUM EL = 2582.53 Q Y� 28. ABANDONED BUILDINGS, TEST PITS AND WATERWAYS WITHIN THE CURRENT RIGHT OF WAY OR FUTURE RIGHT OF WAY SHALL BE 4. SET REBAR AT THE SOUTH EAST CORNER OF THE SITE. N:703334.07, E:2440801.97, NAVD88 DATUM EL = 2578.28 U/ Q O REEXCAVATED TO NATIVE/UNDISTURBED SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE CITY OF MERIDIAN _ mOWNER AND ACHD A COPY OF COMPACTION TEST RESULTS. QR CODE z Z m C:) Q I 29. SITE BOUNDARY SURVEY PROVIDED BY WELLINGTON LAND SURVEYING, AND IS BASED UPON THE NAVD 88 DATUM. - 2 0 Lo 30. ON-SITE PARKING SHALL FOLLOW THE GUIDELINES AS REFERENCED IN THE ROADWAY SECTION. •• • • I , o> J _ U CD . '. . ❑ CD o� 31. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS, THESE NOTES, AND, IF PROVIDED, _ r , O N j SPECIFICATIONS. FAILURE TO NOTIFY ENGINEER IN A TIMELY MANOR SHALL RESULT IN THE CONTRACTORS INABILITY TO OBTAIN y .• ..� ® U Q m O co O ADDITIONAL COMPENSATION. • N Q) .� N / •• �� • , �7 SHEET NUMBER fry • Know what's below. w = ci . 0 2 _ •� , Call before you dig. QQ . . _ . o � uu I � �� I III �\ I F,;;,._.� - - I I - - JI,�,�,�1 � � V• I � I� i _ _ �6"' SCALE E FUTURE BUILDING � ��t _ _ I I i -''a FUTURE BUILDING - `� � ' : � � �/ j I{ 40 0 20 40 80 0 - - --R48.Ip,II I L J ' ( Lo FEET ) 1 INCH = 40 FT. 7 00 7 00 6 00' e o N I' N ... . ... ... •A .... .. ... : ...:....::. .:...:. ....... .. - Y-�.„'�. 1• - Vim•:-,.- .. .._.....: I I \ I I T I - � n T'� - I I - - M I � - _2 17.00' I II I I I I I q ? I II I I I I I I I I I I I I I I I I S - \ I � DRAINAGE SYSTEM 6, SEE SHEET C4.2 �I �T T -f ITrT T-���"y • ` J � co 0 64 I E E _ II I I ,7.DD I I I LEGEND o II 9.00� E 2S6¢ E ° SD sD E o E E I � 86.00' PROPERTY BOUNDARY , • - I Z Lo R48.00 0 C 26.00' 22.00' S (IS cn SD S ° S aS as- ° R4.50' \ W -vV W F-- --I- B 9.00'- C W i C 26.00' 26.00' I - - RIGHT OF WAY LINE I I I /R17.50' �\ 13.76' �I If 9.00�\ 9.00' 9.00'-SD® S 9.00' dg 9.00' 2�.00' S R4.50' B C -0 co III / R4.00' R4.50' N R4.50' R4.50' I R4.50 R4.50' 13.76'> EXISITNG LOT LINE o L I/ 17.00' 0 42.50' G � I m o N 17 00' R4.00 - - EXISTING ROAD CENTERLINE Co N 1 I C I 7.00' D.' . ..,. ,' •� +, / EP EP EP EP EF T G -FW - --- --- --- --- EXISTING EDGE OF PAVEMENT H 8.50' A � � RC7�.' -:f'a °7.00' i P is �. �2565� I / \ \ \ q 8.50'i I • ' i 0-0-0- EXISTING FENCE 2564- 1o"S EXISTING SEWER LINE W/ MANHOLE -85.50 15.50' 8,00' \\ �.'� o 12"W EXISTING WATER MAIN S k� cn �' ®e o EXISTING WATER BLOWOFF VALVE \ \ �J 17.00'�---26.00'� 19.00' \ � II R3.00'> S I 6"PI EXISTING PRESSURE IRRIGATION LINE � I I�-� �'= 862 I dal 9.40' IRR IRR EXISTING GRAVITY IRRIGATION LINE q CONSTRUCT VERTICAL CURB AND GUTTER FOF � CONSTRUCT EXTRUDED CURB q T G i 2586_ iI1 25.00' \ R4.50' T M. MAN 1 i I CONSTRUCT THICKENED EDGE SIDEWALK y ^\\ ® h i I IJ . .' CONSTRUCT DETACHED SIDEWALK R3.00' I \ CONSTRUCT ATTACHED SIDEWALK D I kl I 20.87' L. II I • CONSTRUCT ON-SITE VALLEY GUTTER Z 12 9.00' \ ---- (n I I -GIRR GIRR- CONSTRUCT GRAVITY IRRIGATION MAIN W BOX z 2567 - II \ BUILDING T102 -- _ 54.84' / M w \ \\ FF = 68.45 -2565� I D i W W CONSTRUCT C-900 WATER MAIN, SIZE PER PLAN M o U II I \ C \\ 15.03' s N CONSTRUCT FIRE HYDRANT Zuj III \ 9 pp SS SS CONSTRUCT SEWER MAIN W/ MANHOLE o � II111 SD SD CONSTRUCT STORM DRAIN MAIN I 1 , II 9.00' / \2567- \\ �_ I �. •o CONSTRUCT STORM DRAIN SAND AND GREASE TRAP w � \�S6 CONSTRUCT 12" NDS CATCH BASIN W/ 1' SUMP MIN cJn a & R4.50' I � � � N� I:' Y Q I \ m [`I .I<. ® CONSTRUCT MONITORING WELL PER ISPWC SD-627 n DRAINAGE , SE SHEETFC4. \ o I : o N 5.00' II - - - _ n n ° / GRATED LID PRECAST STORM DRAIN MANHOLE CONSTRUCT 30" Elf cif N W B 7 7 5 00' !i W Of W W i i n F­I F ........:..:....:.. zi Rn _ ,.. . .. . _.. .... .. .. Lo CD CONSTRUCT ROOF DRAIN PIPE WN N \ \ € 18.50 � e.5 , , E . . .. .....:...:.:,. . ...E I, a 5 O 2.. 5� is o 0 6 0 6 R4.00 • z 9 x x rT 2 00' r..., NOTES TO CONTRACTOR , . ...,, , ��, - _.. . f. �. +�. - t _....._ u....,.... k 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER STORM DRAIN CHANNEL > tn. .. . ... 5P. E,+,� R10.0 �] o 0 _,..... .. _ .. _ ..� W .. ...,.... ,. .... ....... ...... ..• ..., ............. , .>..',..'"'�::r:' .Y":'::::•::..',.:..:.._,-^. .:..>.,.,..... , . CROSSINGS & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER z _. ,. _..... ... .._ WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. E i I I � • 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. � � 43.28'---I ® \ - - - - I THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE No No _ 10.47' DRAINAGE SYSTEM SEE SHEET C4.1 = R48.00'` - - - - _ DRAINAGE SYSTEM 3, SEE SHEET C4.1 rn COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES 2 2 N N \ / 0 _ _ - - - - 2569- - - \ 74.23' _ - 21.20' I I I WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND x x g N N _ _ _ 238.03' ALL UNDERGROUND UTILITIES. Y Y i i 12"VV - \"VV - 12„W \ 12„W 12"W 12"W 12"VO` v" - 12'W - I U' I/ \ \ R10.00' R30.50' \ 3. ADD 2500 TO DESIGN ELEVATION SHOWN TO MATCH NAVD88 DATUM. 0 0 w R48.00 0 \ - 192.42' SS SS SS 72,42' SS SS'- SS SS SS \ I -36.08'8" s 4. ALL DIMENSIONS ARE FACE TO FACE UNLESS NOTED OTHERWISE. �- Z Z Y O w ~ U \ � o DR�CINAG SYSTEM 5, SEE SHEET C4.2 \ w W \ � � 2567- - - - - O ^' w cn Q W a cn O m � - 1 , \ � \ R30.50' I � I I 3" OF ASPHALT � p p U Q � a � I - 0 21.70' -----2570- __ DRAINAGE SYSTEM 1, SEE SHEET C4.0 \ J I ` \ 0 \_..\�� 20.20' I� - \ I T \ R10.00' i rn i I 4" COMPACTED CRUSHED KEYNOTES- F I \ 10.97' :.:.: ;,.:.,.• - 238.03' 21.20 AGGREGATE i 73 46 • ": .. R10.00 : ....: . .. S - ,- �..:.:.;...._ ad .. INSTALL MODIFIED MIDBLOCK PEDESTRIAN RAMP PER ISPWC SD 712G SEE ALSO DETAIL c I 237.03 . Lii ::..•...::.„.:.... :..._:................ ........ .. co WARNING PER ISPWC SD 712 AS REQUIRED, SLOPE TO MATCH 2 ._..... ..... :...<. ....,:.. ..... :... . ..... .. ... . .._ < ... .. 24.26 26.04 •:,. ........,..:......::...,.. .:....:.....-.. ........,,::....:.... -�. . ...:....,, : � A SHEET C4 0, WITH TACTILE WA O D, � . ......,...., .. ....:... .. .,... ....�,, . : . ..r .... . ... . ...... >. . . ... cn 14" OF 4" MINUS 2 - _ DRAINAGE SYSTEM 2 SEE SHEET C4.1 �.. .., \. 0 ,.,. , �.. .:.. . .....:... . .:.. .... . . . .. . . . , _. ... . ., ELEVATIONS SHOWN MAX 8% � / ,....,..:. .... ,..�. .... . COMPACTED 7 , I .. .. ......u. a ., ,- , .. r.,. , > v4 •'�•w n.. F • 41 R4.00 F ` ;.; ..'. :.:•.- ,. ,.:-• � •. ,..... ,. ;-: ::�:�;��-. .: CRUSHED PIT RUN ,_ .. ...... . ...... . .... ,.,. ... .. ..... , ... . .. .., . . ,, , . . ACCESSIBLE PARKING, STRIPING AND SIGNAGE PER ANSI 117.1. I - cn... , : K .. K R4.50 - K Il B Z :.,> S - �S K O ,•,R. I SQ 60 00 K F . .. . _ INSTALL 3 WHITE PARKING STRIPIN TYP. cV 7 G 5 :. :'2568 2 9.00 7 .. � w ., ON SITE LLJ :... TRASH ENCLOSURE, S ARCHITECTS PLAN. L .. ........ _.. ..... .... .. I s : _ r D '` ' I+ 2 : :;;4:,.::w. . ,.,,': - :: :: :. . _ u I I� HEAVY ASPHALT � � S�?, , . ... ...... .... . � . OE INSTALL 3 ONSITE VALLEY GUTTER PER DETAIL ON SHEET C4.0. �>_ I ► u _ I PAVEMENT SECTION O Q III 0 I \ �J�J I/�I 5.00' I V N U U U �-�� � U u LN � u U u 5.00' �1 �' �. -NTS- F INSTALL RETAINING WALL, SEE ARCHITECT PLANS. �� L s_ -8.00' I I \ \ u J - 20.03' 2574- 17.00' 26.00 19.00' \ \ \ �J f;i I '�; © INSTALL BIKE RACKS PER ARCHITECTS PLANS. 13.31' I I I \ \ \ \\ [;i I k . 2.5" ASPHALT �.-' H INSTALL ON-SITE PEDESTRIAN RAMP, SEE DETAIL SHEET C4.0. o 113 I 6 N I I.; p 4" COMPACTED CRUSHED I NOT USED. O g I � _ AGGREGATE O p I - \ II \ \ \ - I.� I I�`i OJ INSTALL 3" YELLOW STRIPES WITH STENCIL "LOADING ZONE" U 2575- I 1' 9.00' \ ` _ - _ C� I 1 \ \ � w 10" OF 4" MINUS OK INSTALL CONCRETE SLAB, SEE SECTION, THIS SHEET. Q OI I R4.50' I \\ \\ 54.84' s COMPACTED CRUSHED 85.60' PIT RUN L CONTRACTOR TO FORM SWALE TO PROMOTE POSITIVE DRAINAGE AWAY FROM BUILDING. Lo \ 11 I O I' �2574_ _ - _ I \ \ M REMOVE EXISTING TERMINUS BARRICADE. w p III �g pp' \\ II \ BU I LDIN�T0-1- _ _ _ _ ?s 15 87 I� I E.� I N INSTALL ASPHALT RAMP. F- \ �0 1=1 II ON-SITE O O � 2576 I ; \ ` FF = 71.64 N J F \ , a_ <> I� C I \ \ \ / 0 FIRE TRUCK TURNING RADIUS. j I __ I I \ _ \\ `\ �� I I: la, LIGHT ASPHALT P MONUMENT SIGN, SEE ARCHITECTS PLANS. 0 0 PAVEMENT SECTIONco O 25ZZ, -NTS- ® CONTRACTOR TO CONSTRUCT STEPS PER ARCHITECTS PLANS. UI ❑ I 9.00' 6" OF PORTLAND CEMENT J I I J CONCRETE z N w Lo \o -2576- \ • J fl I II.�I I a o � O <O _ _ I [\� \ \ _ � : 4" COMPACTED CRUSHED < w O L + I I \ n L [� ry AGGREGATE J w m :sca� ti 7.33' \ < L.L Q O� \ , r� O w \ H 7.00' A _ 10.36' I \ \ ?S �� / fJ 12" OF 4" MINUS �/ z_ _ , COMPACTED I z O / 25�� R 3.84' 18.00' 2.09' \ 20.88' q 7.00' \ r ° (n � O 7.00' I CRUSHED PIT RUN Q R4 00' N :,- 14.83' o co � \ \r R48.00'_ l E B 7.00' =':' :L'. Q cv 26.00' - E 17.00' \ ;' I I n O L__j I \ B\w 14.01' 9.00' sD G G ON-SITE Cn 0 Cn v., O rn \ _ _ �-_ SD E R4.00' 17.00' 2g J I _ m '/ N \ F \ I 21.85 25.00' C 8.00' ,- D SD E ,3 R4.00' 17.00' 14.48' R45.00' STANDARD CONCRETE Z z � w o N w - - -. _ 26.00 \ �l 9.00' N - - z m Q _ \ \ - - - 25�8_ _ W�- - R4.50' 8.00' C \•00' 84.33' 26.21' - �- SLAB SECTION LLI - CO O F 8.08' _ R4.50 9.91 R45.00 N 25�g L - F �� I 9.00'- 5.01' W- W W - _ O Lo N �� 119.99' �"�` -,'---ZL- W 26.00' B R4.50 E - _ _ 91 ° z LC� / I OR AS MODIFIED BY GEOTECHNICAL ENGINEER J 1IT I R4.50' 24/,` C 16.00' 26.00'- -NTS- � U O - R20.00' w rn C \ ���_ 9.00' I \ R4.00' Q Q m O m R3.00' N / 0 _ 8.01' 17.00' O L 2 25e0_ \ - _ - F - - _ - •. r PAVEMENT LEGEND Q \ -I I--9.00 I \\ SHEET NUMBER \/ - - - - - _ - - - _ -'I f- 9.42' --4 4 -9 Opp ^ \ I \ HEAVY DUTY PAVEMENT -2576 _ e i _ __ C2 . 0 LIGHT DUTY PAVEMENT PAVEMENT SECTION MAP o - - _ _ -- �;`= I \ SCALE 1"=200' uu I I II II II��- :.. SCALEFUTURE BUILDING FUTURE BUILDING In : 40 0 20 40 80 0 INSTALL 89.9 LF OF 12" I;. > II II INSTALL 96.8 LF OF 12" / i STORM DRAIN ® 0.1% FEET STORM DRAIN (� 0.1% � � I ' INSTALL 94.1 LF OF 12" + - / I I'� I Z ,. I J 66.78 LIP, 66.72 GRATE f STORM DRAIN ® 0.9% 66.77 LIP, 66.71 GRATE _ Lj U) 3 L INV IN/OUT 63.31 �_- - cn 1 INCH = 40 FT. c� INV IN OUT 63.41 - _" 3 ' 1 i r / _ 30" SDMH #6B, DRAINAGE 66.78 LIP, 66.72 GRATE_ _:: 66.78 LIP, 66.72 GRATE _::,T. 66.78 LIP, 66.72 GRATE -T - , -:-,• d I > c° 66 81 \ 30 SDMH #66, DRAINAGE SYSTEM SHEET C4.2 1000 GAL SGT B DRAINAGE 66.73 LIP, 66.67 GRATE = 1000 GAL SGT E DRAINAGE _ "� 67.04 co ch #6 #6 • T 1000 GAL SGT #6D, DRAINAGE 1000 GAL SGT 6E, DRAINAGE T I l #6 ' T - TVC-ME J M co r66 SYSTEM #6 SHEET C4.2 I I I I SYSTEM 6 SHEET C4.2 I # SYSTEM #6 SHEET C4.2 - - -Ep - # a 26 96 SYSTEM #6 SHEET C4.2 SYSTEM #6 SHEET C4.2 a I I / 67.37 I oCD 67.16 66.96 0.4° 0•4% 66.96 0•4° 0.4% o Sc a / TVC _� LEGENDo EP I LIP O a 66.96 0•4° 0.4% S -0.4%-S -0.4°eS 66.96-0•4% ° 0.4%- o rn LIP - SD 66.96 SD 0•4°-S S-0.4%- o67.31 67.60 -WW W LIP LIP 67.07 LIP LIP as 66.96C0.4° 0.4%66.95 I a 67.08 I I I IPROPERTY BOUNDARY 7 coN67.35 67.54 LID -LIp LIP LIP � c�TEC I TEC FS 1000 GAL SGT #6A, DRAINAGE LIP SD SD C o b` N TEC RIGHT OF WAY LINE .d d aS-� 67.35-SD IMI �; I I I D SYSTEM #6 SHEET C4.2 ^} TLC- rn �; FS d SD cJ � 6E - O I ITEC-TES TEC-ME EXISITNG LOT LINE C co 99 68.17 68.17 67.67 '� 67.'7 °O L 68.17 0 1 68.17 68.17 68.17 o I 1 I oTEC-TES TEC-TES 'r 67.67EP-TSW TEC TES TEC-TES 68.17 67.67 EP k TEC TES TEC-TES TEC-TES 6817 EP k 1 TEC68ES - - EXISTING ROAD CENTERLINE 7.5 h - TEC-TES EP-TSW I -EP---EP---EP---EP---EP- EP6TSW 68.17 68.17 ``:� ° , is EXISTING EDGE OF PAVEMENT 68.33 TEC-TES -TEC TEC-TES$EP 68.45 1.17 TES ^817 68.17 68.17 I • ' I ❑ ❑ ❑ EXISTING FENCE i 2565- 68.45 TEC-TES_TES__ - FF-TSW 68.45 67.55 LID TEC-TES-EP 68.45 � o_'/ ` FF-TSW FF-TSW 1000 GAL SGT C, DRAINAGE 68.45 FF-TSW 68.17 68.45 / j 10"S EXISTING SEWER LINE W/ MANHOLE #6 FF-TSW / r 16% SYSTEM #6 SHEET C4.2 TEC-TES FF-TSW : [ 12"W EXISTING WATER MAIN A F k� � �' 1 ®e o EXISTING WATER BLOWOFF VALVE S S T Ij 66.86- TVC 67.14 • �� I �� �;- 6"PI EXISTING PRESSURE IRRIGATION LINE �� -67.7o I 8625 I � f'; IRR IRR EXISTING GRAVITY IRRIGATION LINE r 66.78 40 TEC TVC TEC __ - CONSTRUCT VERTICAL CURB AND GUTTER I 1 I CONSTRUCT EXTRUDED CURB 9TT M MUNG 25 I 66.56 67.63 (/ I TVC 66.84 -TEC 68.45 ['� q I .� L CONSTRUCT THICKENED EDGE SIDEWALK TEC FF-TSW 68.45 I+. i ;I FF-TSW I CONSTRUCT DETACHED SIDEWALK 66.47 �� ® . TVC- r CONSTRUCT ATTACHED SIDEWALK I� CONSTRUCT ON-SITE VALLEY GUTTER z 2 - - I I 1 I \\\ BUILDING T 102 2�5 - -__ I -GIRR GIRR CONSTRUCT GRAVITY IRRIGATION MAIN W/ BOX o L Z / 56j o \ FF = 68.45 W W CONSTRUCT C-900 WATER MAIN, SIZE PER PLAN v 0 Q -66.92 ui 68.45 \ cf) C I :h: CONSTRUCT FIRE HYDRANT ui Z o 66.62 TEC FF-TSW \\ 68.45 D `` 65.85 TEC - \ \ FF-TSW •� �� I[[ .j SS SS CONSTRUCT SEWER MAIN W/ MANHOLE a z rr�,� ui o TVC 66.15 ® \ \\ I u .f SD SD CONSTRUCT STORM DRAIN MAIN TEC 66.84 / w Lo 116, C 65 77 -TEC _ / - - - - - \` \ I C �, •o CONSTRUCT STORM DRAIN SAND AND GREASE TRAP a a z ui � _ I ,. .I. w w \ TVC- \ D ® CONSTRUCT 12" NOS CATCH BASIN W/ 1' SUMP MIN N \ 68.86 TBC ® I Y a w \ [� m [� .I.. ® CONSTRUCT MONITORING WELL PER ISPWC SD-627 > 17.1% o �6°1° 68.45 768.36 TOS _ I CONSTRUCT 30" PRECAST STORM DRAIN MANHOLE I :: < o 64.45 64.45 64.45 \ 64.45 64.45 64.45 64.45 �.;I �' f� 'f ® w i I FF-_TO n n �T TOS TOS n r TOS TOS 1 68.45 68.45 68.45 - 64.45 n n 4 l� / GRATED LID 68 5 I W 68.45 I 1 FF-TOS FF-TOS FF-TOS �2566-�_ TOS n TOS TOS TOS FF-TOS [�'� r I;I III �� d f FG 68.95 68.36 I �--� '� I `�' I I I '� �'I �; CONSTRUCT ROOF DRAIN PIPE N N N �o - _66.19 TBC FS 04% RE) �C 8 )'� `_RTj- 0.4%` �N lO �D 68.36 68,36 I �^ m 11N 68.45 I I� H rn ono 67.38 �- � 0 4% a 0.4% FS FS 0.4% 1 0 6' CONSTRUCT GRADE BREAK N N 0,4% m 68.37 FG I j D.4% FS Gg___�g___�g___�g___�g___ Q TEC TBC 0.4% 68.95 ._: (`j I N r- 7- Li \ 2569, I _I -66.14 f 64.24 e 64.24 e 64.24 m 64.24 a TBC - I..', o 0 0 65.80 TEC 65,59 II� LIP LIP LIP N N e 64.24 e a 64.24 kl 1.0% CONSTRUCT SLOPE ARROW z 1�? 54.00 LIP, 63.94 GRATE- OS ag-64.00 LIP, 63.94 GRATE �� �� f LIP LIP / O }\ TEC TOS 1co aS f 64.00 LIP, 63.94 GRATE LIP 1 68 36 m Y Y Y 1000 GAL SGT #4A, DRAINAGE '-} 1000 GAL SGT #4B, DRAINAGE o I 64.00 LIP, 63.94 GRATE- 4S aS- I� :� �' CONSTRUCT SPOT ELEVATION - e 26.18 e 65.86 SYSTEM #4 SHEET C4.1 SD-`� SD SYSTEM #4 SHEET C4.tD ��sp °� 1000 GAL SGT #3A, DRAINAGE L- 1000 GAL SGT #3B, DRAINAGE o o f TOS j W 65.64 TOS a 0.7� v d 66.57 # # `" SYSTEM 3 SHEET C4.1 SD S SYSTEM 3 SHEET C4.1;D O _ ME EXISTING GRADE, CONSTRUCT TO MATCH EXISTING N 64.93 TVC, 64.45 GRATE I TEC SD sD sD SD d SD-� 1,1% TBC 1 1q;` `� SD d d �II a N [ 1000 GAL SGT #5, DRAINAGE a 65,48 i 0.4° a 64.89 -- SD SD SD �-Sp 1 2% O I I EP DESIGN GRADE ® EDGE OF PAVEMENT SYSTEM 5 SHEET C4.2 TEC ® 64.89 64.89 64.89 64.89 a m 65.26 e 64.90 # 0 i 65.62 O 64.98 LIP-TOS-EP TOS-EP TOS-EP TOS-LIP-EP OT0$-LIP-EP TOS-LIP-EP_ - - 64.90 64.90 W14 64.90 65.62 I TVC DESIGN GRADE ® TOP OF VERTICAL CURB N N25.09' TOS-EPTEC LIP-TOS-EP _ 2567_ - TOS-EP TOS-EP 25.16' EP TOS-LIP-EP 65.12 TBC-TEC rn I o 0 65.14 I 65.06 d - _ rn w C m LIP-TOS-EP O - - - - - TOS-LIP-EP I I TSW DESIGN GRADE ® TOP OF SIDEWALK = _ N 12"W 12"W 12"VV 12"W - 65.76 1 Y Y r co o I dyl \ 12"VV`- 12"W - 12"W _ _C 66.02 1 1 FS DESIGN GRADE ® FINISHED SURFACE O J SS- -SS-SS- SS \ _ 66.03 s TEC-ME I TOS DESIGN GRADE ® TOP OF CONCRETE SLAB Z LL o j p Q -SS SS SS TEC d� I- Y O w o 32.5% �� \ N \ N NI e 67.29 i s N LIP DESIGN GRADE ® LIP OF GUTTER w Q w of I- p m +' � 51.76' '2S>>. 1_ i 66.89 66.89 66,89 N 66,89 - - - - - 67.05 66.89 `VI �C TEC-ME I I I FF DESIGN FINISHED FLOOR ELEVATION U) 0 U Q ¢ w U) 66.89 66.89 66.89 66.89 66.89 67,23 67.68 i cn TOS-EP TOS-EP TOS-EP TOS-EP TOS-EP TOS-EP TOS-EP TOS-EP TOS-EP TEC v a� 75.69' TOS-EP 66.89 66.89 I rn I I TES DESIGN GRADE ® TOP EDGE OF THICKENED EDGE J 1N d 67.56 9 67.30 LID ® d 67.39 I � TOS EP - SIDEWALK TOS EP � \ I TEC INV. IN/OUT 63.45 d m 2568 ;• TBC-TEC - 0 25 71.94 67.52 67.40 30" SDMH 1E, DRAINAGE as as CS 63 d - CIS 68.66 4. l 0 # TBC �2 FG-ME ` TEC TOS ' , .. .: = TEC DESIGN GRADE ® TOP BACK OF EXTRUDED CURB c I SYSTEM 1 SHEET C4.0 �' o + I W , 72.02 } 67.44 VS 4S CIS n p �, *:. h z FL DESIGN GRADE ® FLOW LINE u, 67.98 TOS r O (� �n M M I �I ° 67.67 TVC 67.19 GRATE 00 67.47 67.88 I cn I ^ I TEC , , SD SD - D SD _J f f ,,:.;:'x:�"?`x; :'. .->,.: d y v, ; :..._ .::^:::. .: ...:..... f FG DESIGN GRADE ® FINISHED GRADE z 1 1 I TEC-TVC TEC 70.13 ,� I 67.52 LID S SD m o 000 GAL SGT # D, DRA NAGE ! .:. ;I f TBC - 1000 GAL SGT 1E DRAINAGE :;;;:;:._.'-,:' 67.52 LID .<: SYSTEM SHEE C 0 t >:.:.::•. ,•_`:_....' :...,<•; # 1 8 ra-'.:_,•.>:` ::`�, I_ TBC DESIGN GRADE ® TOP OF BARRIER CURB J Q 0 .172.14 •.,... • "•, SYSTEM 1 SHEET C4.0 GAL SGT #2, DRAINAGE :`.`;: -". ._ :.,.., .. . • .. ...< . :� Q ;. >t::•> :'. 71.55 71.55 SYSTEM 2 SHEET C4.1 TBC FS :[?:.•.:.•;:. 1�---- --TQ:.- - -,-. , # 0 72.14 70.07 ..._ .....,. . U�-`�-�: .Qr...,;. DES f l 1 fE1 71.55 U cn FG ME '`' .. .....: FS _. w _.,,.. . FG ,, -fib -a- C FG-ME fl r a 102 ..... .. .. a �,-:., . . � .�;5s9� _ - FS 71.64 NOTES TO CONTRACTOR INSTALL 87.6 LF OF 15' FG 71.64 STORM DRAIN ® 0.1% V�I 67.641 I-I cn N INSTALL 18�2 LF OF 12" o is 67.64 �� 71.64 FFF 71.64 `� cn �,Q �� FF-TOS TOS 67.64'\I� u lul 67.64J V�I U lul u I 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL J STORM DRAIN ® 0.1% I TOS FF-TOS FF-TOS - - 71.64,J INSTALL 194.6 LF OF 15" I \ \ TOS - TOS CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER 2.98 li STORM DRAIN ® 1.4% \ 7 \ FF-TOS I �:: WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 71.55 TOS k� 67.57 LID' 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. a 3 INV. IN/OUT 63.54 L� a 30" SDMH #1D, DRAINAGE o THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE O -69.63 - \ I :. I COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES w SYSTEM #1 SHEET C4.0 o I f 69.47EC TEC \ \ �2570 \ III WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND \ \ \ rn I ALL UNDERGROUND UTILITIES. � U [ I I I \ � � \ � , L: 00 0 01 75 86 j `II'IIII 6 TEC 71.64 I \ \ \\\ \ \ s ' �; 3. ADD 2500 TO DESIGN ELEVATION SHOWN TO MATCH NAVD88 DATUM. O Lo FG-ME f 69.31- FF-TSW \ \ :• o TVC 9.70 O 75.84 f G , \� BUILDING T101 ' 7,.64 w m FG-ME O d \ - 71.38 LID FF-TSW [ I kI , KEYNOTES INV. IN/OUT 69.38 / v / I 69.47 •� � � \� � FF - 71 .64 � , , �.. U TVC- 257, 12" NDS CATCH BASIN #1A a CONTRACTOR TO HAND-FORM FLOWLINE. EI I I1 I 0 j 5.50' _ _ I DRAINAGE SYSTEM #1 SHEET C4.0 Ur APPROXIMATE CATCH LINE ° INSTALL 5' TRANSITION BETWEEN CURB TYPES. INSTALL 45.5 LF OF 6" STORM DRAIN 0 1.9% - � •- 00 INSTALL 174.4 LF OF 12'• .;. _ O CONSTRUCT FLOW THROUGH PER DETAIL ON SHEET C4.0. I 3 - INSTALL 106.8 LF OF 12" 70.51 LID 33.4% STORM DRAIN ® 0.1% 71.34 CONTRACTOR TO FORM SWALE v I STORM DRAIN ® 0.1% INV. IN OUT 68.51 71.51 O STORM WATER MONITORING WELLS PER ISPWC SD-627. _ 1.64 INSTALL 110.3 LF OF 12" TES / TO PROMOTE POSITIVE N w L0 / 10.00'-I- _I 70 57_ -71.43 FF�TSW STORM DRAIN ® 0.1% 71 31 12" NDS CATCH BASIN #1B FG II DRAINAGE FROM THE BUILDING O Q CD O 70.82 INSTALL 121.8 LF OF 12" DRAINAGE SYSTEM #1 SHEET C4.0 AS NECESSARY e0 INSTALL 3' ONSITE VALLEY GUTTER PER DETAIL ON SHEET C4.0. a p CONTRACTOR TO SLOPE T TVC TEC 71.64 71.46 71.46 71.64 TES-TSW-EP STORM DRAIN ® 0.1% TES f;.j Z z p 71.22 FF-TSW 71.57 TES-TSW-EP 70.81 INSTALL 14.3 LF OF 6" FF1 I f INSTALL RETAINING WALL, SEE ARCHITECT PLANS. ` w EXISTING (3:1 MAX) & TES-TSW-EP FF-TSW 70.79 71.64 v �� !: TEC TSW TES-TSW-EP STORM DRAIN ® 7.2% / I U REBUILD 10' MIN. DITCH 70;96 70.96 70.34 LIP, 70.28 GRATE TES-TSW-EP 71 64 TSW O Q X �578 F� 70.87 EP _EP 71.30 71.64 71 64 s TRASH ENCLOSURE, SEE ARCHITECTS PLANS. w ACCESS ROAD AS REQUIRED I I II �- EP-TSW h - _ TES 1000 GAL SGT #1A, DRAINAGE FF-TSW 70.78 FF-TSW 9 J Q O / 11.47' 0 71.49 SYSTEM #1 SHEET C4.0 TES-TSW-EP 71 25 FF-TSW �72 0 I h INSTALL ON-SITE PEDESTRIAN RAMP, SEE DETAIL SHEET C4.0. r z� � Tom:.:,__ °/ � I 0 O 70 74 TVC 71.46 0 71.46 1 TES-TSW-EP TSW-ME 0 aa 0 79.25 TEC-TES k o 171.41 71.27 70.75 71.26 o I O NOT USED. (n r Q 78.92 FG-ME TEC-TV 71.42 TEC-TES c.i TES 1 71.31 TES TEC-TES-EP 71.82 FG-ME 80.16 92.1 SID-�� TVC) S - -_: TEC-TES ,h 71.46 EP _ FG I .1 I 0 \ �� \ 72.03 D 71.16 70.70 70.53 SD 71.34 71.31 70.57 5 - I O INSTALL MODIFIED PEDESTRIAN RAMP PER SD-712G. SEE ALSO DETAIL, SHEET C4.0. v ,Q,00 FG 71TEC 2.1q D 70.71 p �� TEC-TES 71.31 FG' z 0 TEC TVC LIP ,� LIP-EP a LIP SD TEC-TES j 71 22 71 25 72.45 I k INSTALL PAVED RAMP. ,� 71.64 a 70.77� TEC-TES TEC-TES �, I O z � O 0 79.21 `' 73.76 71.64 �;1 O SD �_ TES o, k 71.26 71.27 71.58 TVC-ME _ m FG-ME 80.16 f FG TEC �.,� ° O LIP ° 141' TVC 72.60 0 z m -, ' SD 176'' TEC-TES TEC-TES g - - -W TEC o lO NOT USED. �p I FG =73.39 -=__ 73.39 71.61 � O 70.56 73.09 'TVC - - N N - - ` FG.34 f FG14 FG W71.:�9 I Vb� W 71.47 a LIP4EP LIP54 O TVC 0 4.g TEC-MEIO w Oo I TEC LIP mCONTRACTOR TO CONSTRUCT STEPS PER ARCHITECTS PLANS._ _ ? 70.36 LIP, 70.30 GRATE ��O � � L - _ 74.82 73.57 71.92 I o I TEC INSTALL 102.1 LF LL J U O 76,89 �i INV. IN OUT 67.09 71.45 71.49 ,,70.69 LID FGFG FGLTEC 71.92 3 I [ / TEC OF 12" STORM �;� 71.91 + 0 O Lo 04 _- INV. IN/OUT 66.25 M 73.68 TEC 71.90 71 90 30" SDMH #1B, DRAINAGE TEC TEC [ Q m O m N / \ 70.45 LIP, 70.39 GRATE ; f TEC SYSTEM 1 SHEET C4.0[ I 1 DRAIN @ 0.1% MIN. o 0 L 30" SDMH #1C, DRAINAGE_, 1000 GAL SGT 1C, DRAINAGE ^� FG TEC # 71 88 I - •I w a� # 76.67 \ e 71.88 71.88 71.88 72.12 SYSTEM #1 SHEET C4.0 FG FG,93 - _ FG 48 TEC TEC TEC TEC I \ SHEET NUMBER N - SYSTEM #1 H 4. \ f TEC a\o j �'� 70.51 LIP, 70.45 GRATE - - - \\ - - 1000 GAL SGT #1B, DRAINAGE - - 257 70.32 LIP, 70.26 GRATE 00 - - - SYSTEM #1 SHEET C4.025�g 257 - - - - 6 - - _ INV. IN/OUT 67.19 w = _ - - - _ 30" SDMH #1A, DRAINAGE - - - - - SYSTEM #1 SHEET C4.0 oa I \ �J u V 6" ROOF DRAIN 215'-0" 6" ROOF DRAIN PIPE, SEE PLAN PIPE, SEE PLAN 8" ROOF DRAIN 90• CONTRACTOR TO HAND gp• CONTRACTOR TO HAND 90• IPE, SEE PLAN CONTRACTOR TO HAND FORM FLOWLINE TO DRAIN FORM FLOWLINE TO DRAIN E FORM FLOWLINE TO DRAIN ° O U 90, - Z 50'-0" 50'-0" 44 �' N 3 _"t 3: MONITOR WELL MONITOR WELL 6'-0" 4D M M _ NN � m CD 12" STORM DRAIN 0 � PIPE, SEE PLAN r; -Un 90• 92 88• 92• -0 co 90• cn 12" PERFORATED PIPE 12'-0" 1 o L co ADS N-12 (OR EQUAL) 1 1 1 1 1 rn o CO N 1 1 1 1 1 1 36'-0" 12" STORM DRAIN 12" STORM DRAIN 12" STORM DRAIN PIPE, SEE PLAN PIPE, SEE PLAN 12" STORM DRAIN PIPE, SEE PLAN 12" STORM DRAIN PIPE, SEE PLAN PIPE, SEE PLAN 12" STORM DRAIN 12" PERFORATED PIPE 12'-0" PIPE FROM MH#lE, ADS N-12 (OR EQUAL)SEE PLAN 1000 GAL. SAND/GREASE TRAP 1A 1000 GAL. SAND/GREASE TRAP 1B 1000 GAL. SAND/GREASE TRAP 1C - - - � -NTS- -NTS- -NTS- �S R 70.34 70.28 70.41 PROVIDE GRADE RINGS 70.51 70.45 70.57 PROVIDE GRADE RINGS 70.45 70.39 70.52 PROVIDE GRADE RINGSIFEL 8625 AS NEEDED AS NEEDED AS NEEDED � LIP GRATE LID LIP GRATE LID LIP GRATE LID 69.28 69.16 69.05 9TF O F 6'-0" TOP OF STRUCTURE ° TOP OF STRUCTURE ° TOP OF STRUCTURE y 11'-0" ° ° ° NON-PERFORATED 12" ADS N-12 PIPE °'d. a � a d a s e °.d a � a d a s °. T M. MUN 66.78 66.66 66.55 90• BAFFLE ° BAFFLE ° BAFFLE 67.52 67.47 PROVIDE GRADE RINGS ° LID LID AS NEEDED INV. IN 20" INV. IN 20 INV. IN 20" 66.65 66.53 66.42 w 66.17 INV. OUT° ° ° z TOP OF STRUCTURE INV. IN/ INV. IN/ d a ° ° 1 1 BTM BTM OUT BTM OUT °.d Q � ° � d d dN - d 'Q 'd 1 1 ° .� d d. a .d ° .4 ° _ a d a .d ° .4 ° _ a d a .a W L_F a 8" w 1000 GAL. SAND/GREASE TRAP 1A 1000 GAL. SAND/GREASE TRAP 1 B 1000 GAL. SAND/GREASE TRAP 1 C -NTS- -NTS- -NTS- c~a cn BAFFLE ALL ELEVATIONS ARE DESIGNED BASED ON CXT ALL ELEVATIONS ARE DESIGNED BASED ON CXT ALL ELEVATIONS ARE DESIGNED BASED ON CXT u N PRECAST PRODUCTS. CONTRACTOR TO NOTIFY PRECAST PRODUCTS. CONTRACTOR TO NOTIFY PRECAST PRODUCTS. CONTRACTOR TO NOTIFY cn uj M 20" gp' 90' DESIGN ENGINEER IF OTHER MANUFACTURER IS DESIGN ENGINEER IF OTHER MANUFACTURER IS DESIGN ENGINEER IF OTHER MANUFACTURER IS INV. IN 63.54 1 1 USED AS MODIFICATIONS MAY BE REQUIRED. USED AS MODIFICATIONS MAY BE REQUIRED. USED AS MODIFICATIONS MAY BE REQUIRED. < w co ui INV. OUT �14 a w d BTM 1 1 �n n N N 6" ROOF DRAIN DRAINAGE SYSTEM #1 Q PIPE, SEE PLAN 0 1000 GAL. SAND/GREASE TRAP 1 E 6" ROOF DRAIN � o PIPE, SEE PLAN -NTS- 0 } _ _ ALL ELEVATIONS ARE DESIGNED BASED ON CXT 90' ADD 2500 TO ALL ELEVATIONS > m Y Y PRECAST PRODUCTS. CONTRACTOR TO NOTIFY w 00 N DESIGN ENGINEER IF OTHER MANUFACTURER IS USED AS MODIFICATIONS MAY BE REQUIRED. 1000 GAL. SAND/GREASE TRAP 1 E -NTS- Ln Ln CV CV O O >C CV � N 2' Y Y v 4" PERFORATED PVC MONITORING 6" 1'-6" 1" BATTER WELL WITH METAL CAP AND LOCK L- p o w J (TYP.), PER ISPWC SD-627 ASPHALT ASPHALT z w o > o Q Q CONCRETE CONCRETE PORTLAND CEMENT w (D U o p I ASPHALT CONCRETE 6„ w �n Q w w m ° 1-0" MIN. d CONCRETE 0 5 LANDSCAPE 1/2„ U) o o 0 Q ¢ 0- U) 65.9 2'-p" 4 773 4 R=1 2 GRADE TOP OF TRENCH o MIN. 17 a 47 5/a" y„ / " 1" v DRAIN ROCK OVER PIPE a3 0 o I I 9 9" PORTLAND 0.5 CEMENT d a a 6 MIN. 0.5 0 v - - I+ - - CONCRETE 6" ° a ASPHALT 17 4 . COMPACTED PAVEMENT � SUBGRADE 4'-6" COMPACTED 3/4" MINUS z I 0 SUBGRADE CRASHED 4" COMPACTEDJ 4" 3/4" MINUS w W 1 1/2" WASHED DRAIN ROCK BASE COURSE 1.5 5 EPDXY BONDING 6" MINUS CRUSHED GRAVEL 4" Q Q O AGGREGATE AGENT "TOPBOND 40" PIT RUN 7" () L;j I I o 3.0 OR EQUIVALENT W I- D WRAP TRENCH TOP U SIDES WITH 6 VERTICAL CURB & GUTTER O 61.4 AMOCO 4545 OR EQUIVALENT BARRIER CURB Q BOTTOM OF TRENCH FINE AGGREGATE MEETING T-0" VALLEY GUTTER �� 6" CONCRETE EXTRUDED CURB FOOT PLATE GRADATION REQUIREMENTS OF 1'-6" MIN. -NTS- SEE ALSO ISPWC SD-701 -NTS- SEE ALSO ISPWC DIVISION 700 `� 59.9 ITD 703-02 OR ASTM C-33 _NTS_ -NTS- BOTTOM OF SAND SEEPAGE TRENCH -SECTION VIEW 58.3 l'-0" MIN. O 3 EXCAVATE 1' MIN INTO FREE y m _0 DRAINING MATERIAL, TYP. ALL SYSTEMS TO HAVE AN ADDITIONAL MONITOR WELL 20' APPROXIMATE GROUNDWATER LEVEL F_� OUTSIDE OF SYSTEM.DESIGNED INFILTRATION RATE=2 IN/HR EXTRUDED H I -NTS- 6'-0" CURB 0 0 3�: 67.67 0 �� ELEV SEE PLAN ELEV SEE PLAN TVC 67.19 67.35 PROVIDE GRADE RINGS PORTLAND ASPHALT �` TSW EP-TSW O 90• ° GRATE LID AS NEEDED CEMENT TOOLED JOINT w Oo ° CONCRETE 1.75% SLOPE A C C ap I I I _ 66.17 O TOP OF STRUCTURE °d d a U d 0 � � � a z LJ °.d a ° 4 G ° r , ° STANDARD VERTICAL CURB c 12" STORM DRAIN 8"63.67 3 4" MINUS Q ELEV. SEE PLAN ILO 3 PIPE, SEE PLAN a / ISLAND FLOW THROUGH ELEV. SEE PLAN d 6' EP-TSW ° v BAFFLE CRUSHED GRAVEL TSW � ° o -NTS- N w O v o 20" 6 6„ CD po UZI 1000 GAL. SAND/GREASE TRAP 1D 63.56 THICKENED EDGE SIDEWALK DETAIL ON-SITE PEDESTRIAN RAMP Q LL 00 INV. OUT� �e NTS 60.50 BTM a SEE ALSO ISPWC DIVISION 700 P SFA�q SEE ALSO ISPWC SD-712C = O a d d , 11� FA r 9 0 o a �s �� �� -NTS- O qiy = o 1000 GAL.SAND/GREASE TRAP 1 D RAMP �� 0 O -NTS- 0 CyQI SF -,0 ALL ELEVATIONS ARE DESIGNED BASED ON CXT SPX Fp TDlgy J Z CD O 12 m PRECAST PRODUCTS. CONTRACTOR TO NOTIFY 1' 5' 1' `� spy w m I DESIGN ENGINEER IF OTHER MANUFACTURER IS CONSTRUCTION/EXPANSION PREP sF OFF°l ��4' MIN 7' MIN Q z _O o N USED AS MODIFICATIONS MAY BE REQUIRED. JOINTS PER ARCHITECTS MAXI PLANS / S\o��P�� p<qy Tssv� 4' MIN 4' MIN - - - - J w z � 6V O MAX. a s a a MAX. ti pFFAw S�OPRFP�.' =L/AY w J J 0 O / 4 N -- - 0 w 0 Ln N 4" MIN. - - - Q Q m O co Of O L 0- 04 EXTRUDED CURB 0)Q 3/4" MINUS CRUSHED GRAVEL SHEET NUMBER STANDARD DETACHED SIDEWALK MODIFIED MIDBLOCK PEDESTRIAN RAMP ON-SITE PEDESTRIAN RAMP Lei = SEE ALSO ISPWC SD-709 SEE ALSO ISPWC SD-712G SECTION C-C C4 . 0 a a -NTS- -NTS- -NTS- oa uu E 0 O U LO U > - z U) N �O 3 >: co O 1000 GAL. SAND/GREASE TRAP 3A/4A 1000 GAL. SAND/GREASE TRAP 3B/4B L o -NTS- -NTS- U*) 64.00 63.94 64.06 PROVIDE GRADE RINGS c: N cv LIP GRATE LID AS NEEDED 8" ROOF DRAIN 6" ROOF DRAIN It a c 62.94 90 PIPE, SEE PLAN PIPE, SEE PLAN 90. O E ao a TOP OF STRUCTURE � g � ° °.° . . ..d° ° ° 14 .n ° 8" 60.44 d BAFFLE INV. IN 20" 60.31 INV. OUT a 8625 76'-0" BTM CONTRACTOR TO HAND CONTRACTOR TO HAND — .11 d FORM FLOWLINE TO DRAIN FORM FLOWLINE TO DRAIN N (,Z�� ° d _ ° °. ° ..° � ► � � �y� F O 4 4 TT M. MuNG WRAP PIPE END WITH A 4 1000 GAL. SAND/GREASE TRAP DOUBLE LAYER OF FILTER 38-0" 3A, 36, 4A, 413 (TYP.) FABRIC & BIND IN PLACE WRAP PIPE END WITH A -NTS- 12" PERFORATED PIPE MONITOR WELL DOUBLE LAYER OF FILTER ALL ELEVATIONS ARE DESIGNED BASED ON CXT ADS N-12 (OR EQUAL) FABRIC & BIND IN PLACE PRECAST PRODUCTS. CONTRACTOR TO NOTIFY DESIGN ENGINEER IF OTHER MANUFACTURER IS 90, 90' 12'-0" USED AS MODIFICATIONS MAY BE REQUIRED. NON-PERFORATED NON-PERFORATED 11'-0" 12" ADS N-12 PIPE 12" ADS N-12 PIPE 5-0" NON-PERFORATED 12" ADS N-12 PIPE v� z w J 90, 12" PERFORATED PIPE < PROVIDE GRADE RINGS ADS N-12 (OR EQUAL) 10'-0" 2 a 67.52 67.47 AS NEEDED w LI LID a D CL ° TOP OF6STRUCTURE — — 30'-0" H o U 41 ° Q U O ° 12" PERFORATED PIPE 0 _ J ADS N-12 (OR EQUAL) 10-0 U) m Y �I 8" w O N 0 0� z -o BAFFLE a cn INV. IN 20 50'-0" 50'-0" CD CD ti O_ 63.70 Ll ' INV. OUT MONITOR WELL MONITOR WELL 5'-0" Y Y 2 2 4 BTM 'd ° n a .d } 6" ROOF DRAIN ° Z z z w � 0 Q F PIPE, SEE PLAN cl) 6" ROOF DRAIN w U) Q w 0- cn ~p m PIPE, SEE PLAN 1000 GAL. SAND/GREASE TRAP 2 � 0 Q U Q _j a- U) -- 90• -NTS- ALL ELEVATIONS ARE DESIGNED BASED ON CXT 220'-0" a PRECAST PRODUCTS. CONTRACTOR TO NOTIFY 1000 GAL. SAND/GREASE TRAP 2 DESIGN ENGINEER IF OTHER MANUFACTURER IS .0 USED AS MODIFICATIONS MAY BE REQUIRED. Lu , a c 4" PERFORATED PVC MONITORING WELL WITH z METAL CAP AND LOCK. w (n c0i (TYP.) PER ISPWC SD-627 J 00 0a p 4" PERFORATED PVC MONITORING 4" PERFORATED PVC MONITORING ~ 1-0" MIN. WELL WITH METAL CAP AND LOCK WELL WITH METAL CAP AND LOCK 66.0 .2-0 (TYP.), PER ISPWC SD-627 (TYP.), PER ISPWC SD-627 Q TOP OF TRENCHr DRAIN ROCK OVER PIPE I MIN. CD J u �� 62 0 1-0" MIN. 1-0" MIN. LL_ r 2'-0" 2'-0" 3 1 1/2" WASHED DRAIN ROCK TOP OF TRENCH DRAIN ROCK OVER PIPE MIN. MIN. DRAIN ROCK OVER PIPE A I 7 4'-6"TOP & SIDES WITH0 0 615R EQUIVALENT — — — — BOTTOM OF TRENCH FINE AGGREGATE MEETING � UI EXCAVATE 1' MIN INTO FREE I I GRADATION REQUIREMENTS OF 1'-6" MIN. DRAINING MATERIAL, TYP. I 60.0 ITD 703-02 OR ASTM C-33 I I I I 3'-0" Ln BOTTOM OF SAND w p FOOT PLATE 58.3 p 1'-0" MIN. 1 1/2" WASHED DRAIN ROCK I I I I 1 1/2" WASHED DRAIN ROCK m SEEPAGE TRENCH - SECTION VIEW APPROXIMATE GROUNDWATER LEVEL 0 '-" WRAP TRENCH TOP & SIDES WITH J — ALL SYSTEMS TO HAVE AN ADDITIONAL MONITOR WELL 20' ,> 59.0 AMOCO 4545 OR EQUIVALENT OUTSIDE OF SYSTEM.DESIGNED INFILTRATION RATE=2 INIHR BOTTOM OF TRENCH FINE AGGREGATE MEETING FINE AGGREGATE MEETING CO/ NTS GRADATION REQUIREMENTS OF FOOT PLATE FOOT PLATE GRADATION REQUIREMENTS OF 1'-6" MIN. U 57.5 ITD 703-02 OR ASTM C-33 ITD 703-02 OR ASTM C-.3 . . 3 DRAINAGE SYSTEM #2 BOTTOM OF SAND COI a 56.0 p l'-O" MIN.° EXCAVATE 1' MIN INTO FREE _ LO % -NTS- DRAINING MATERIAL, TYP. APPROXIMATE GROUNDWATER LEVEL N 2i p O ¢ o 06 . ADD 2500 TO ALL ELEVATIONS SEEPAGE TRENCH -SECTION VIEW o ALL SYSTEMS TO HAVE AN ADDITIONAL MONITOR WELL 20' J w_ CO Q) OUTSIDE OF SYSTEM.DESIGNED INFILTRATION RATE=2 IN/HR Q 0 x NTS — Q LLI r z O CD Q DRAINAGE SYSTEM #3 & #4 o o -NTS- U) p U) o ADD 2500 TO ALL ELEVATIONS J Z_ U Q 0z No N W J z LO N � w 0 wo N / m m O L N N rn Q SHEET NUMBER N / Lv = C4 . 1 QQ p D_ uu 1000 GAL. SAND/GREASE TRAP 613 -NTS- 8" ROOF DRAIN PIPE, 8" ROOF DRAIN PIPE, 8" ROOF SEE PLAN CONTRACTOR TO HAND SEE PLAN CONTRACTOR TO HAND DRAIN PIPE, E 8" ROOF DRAIN PIPE, FORM FLOWLINE TO DRAIN FORM FLOWLINE TO DRAIN SEE PLAN o SEE PLAN 90' CONTRACTOR TO HAND 90' 90' o U FORM FLOWLINE TO DRAIN 90, > - z U) N 90, co>> 0 co 3 O 53'-0" 95'-0" 92'-0" p o 7 Cco N 12" STORM DRAIN c -0 M PIPE FROM MH 6B, - SEE PLAN 94'-l" NON-PERFORATED o L ao 12" ADS N-12 PIPE 8'-3" NON-PERFORATED 8'-3" NON-PERFORATED 8'-3" NON PERFORATED 8'12" NON-PERFORATED 9'-1" NON-PERFORATED CONTRACTOR TO HAND 6'-0" 12" ADS N-12 PIPE r 12" ADS N-12 PIPE 6'-O" 12" ADS N-12 PIPE r r 12" ADS N-12 PIPE 6'-0" 12" ADS N-12 PIPE r N FORM FLOWLINE TO DRAIN 77 89* 76' 76' 76' 76' � � 76' " 1000 GAL. SANDNGREASE TRAP 6D 1000 GAL. SANDGREASE TRAP 6E 12" PERFORATED PIPE 1000 GAL. SAND/GREASE TRAP 6F -NTS- ADS N-12 (OR EQUAL) � -NTS 8625 - 90 25'-0" I 13'-0" 12 PERFORATED 13'-0" 25TS- '-0" 25'-0" 13'-0" 12" STORM DRAIN PIPE ADS N-12 PIPE FROM SGT 6A, (OR EQUAL) 12" PERFORATED PIPE I �Z \QP SEE PLAN ADS N-12 (OR EQUAL) 9 O F TT M. MuNG 12" STORM DRAIN PIPE TO SGT 6B, - - - J - - 90' SEE PLAN 6'-0" 6'-0" 6'-0" 26'-6" 26'-6" 47'-6" 47'-6" 46'-0" 46'-0" 12'-0" MONITOR WELL NON-PERFORATED I MONITOR WELL MONITOR WELL 12" ADS N-12 PIPE r r r r 67.54 67.46 PROVIDE GRADE RINGS LI LID AS NEEDED 90. 4" PERFORATED PVC MONITORING D _ WELL WITH METAL CAP AND LOCK LE7P 65.54 (TYP.), PER ISPWC SD-627 v, TOP OF STRUCTURE z w a.ed° o a ad .e 1-0" MIN. Y 64.0 r r 2 oll � a 8" TOP OF TRENCH r r DRAIN ROCK OVER PIPE MIN.I I g Q a r r w r r304 ° BAFFLE - - I+ - - w N H o INV. IN 20 6'-0" o 62.91 I I U) C, INV. OUT _ J 1 1/2" WASHED DRAIN ROCK m Y II U) 90' BTM d r r > L a WRAP TRENCH TOP & SIDES WITH w z 0 12" ROOF DRAIN ° ° PIPE, SEE PLAN r r 58.0 AMOCO 4545 OR EQUIVALENT 1000 GAL. SAND/GREASE TRAP 6A&6C BOTTOM OF TRENCH FOOT PLATE GRADATION AGGREGATEFINE EQUIREME TIN OF 1'-6" MIN. N N `�' 1000 GAL. SAND/GREASE TRAP 6A -NTS 56.5 ITD 703-02 OR ASTM C-33 N N O_ -NTS- ALL ELEVATIONS ARE DESIGNED BASED ON CXT _ _ o N PRECAST PRODUCTS. CONTRACTOR TO NOTIFY DESIGN BOTTOM OF SAND SEEPAGE TRENCH - SECTION VIEW TYP. 54.7 p l'-O" MIN. Y Y ENGINEER IF OTHER MANUFACTURER IS USED AS EXCAVATE 1' MIN INTO FREE h_ w MODIFICATIONS MAY BE REQUIRED. 90• DRAINING MATERIAL, TYP. ALL SYSTEMS TO HAVE AN ADDITIONAL MONITOR WELL 20' APPROXIMATE GROUNDWATER LEVEL O o p w Q OUTSIDE OF SYSTEM.DESIGNED INFILTRATION RATE=2 IN/HR w � 66.80 66.72 66.84 PROVIDE GRADE RINGS 12" ROOF DRAIN NTS- z Y p �w o cn AS NEEDED 66.80 66.72 66.84 PROVIDE GRADE RINGS PIPE, SEE PLAN w LD Q w � ~ ~ m LIP GRATE LID v) O LIP GRATE LID AS NEEDED wo o U Q J LE7P65.52 1000 GAL. SAND/GREASE TRAP 6C ° TOP OF STRUCTURE 64.63 a ,< TOP OF STRUCTURE -NTS- �� a.a d° a e a°.de ' .° d 9 a e e d O ° Lu a 8" 63.02 8" O a�i d BAFFLE 62.13 78'-6" z E c^ d BAFFLE 44'-6" w Cn o U ° 20° ° WRAP PIPE END WITH A < Q INV. IN INV. IN 20 DOUBLE LAYER OF FILTER U) 62.89 WRAP PIPE END WITH A 17'-2" NON-PERFORATED 39'-9" NON-PERFORATED FABRIC & BIND IN PLACE Q) 00 INV. OUT4 DOUBLE LAYER OF FILTER 12" PERFORATED PIPE 12" PERFORATED PIPE c BTM INV. OUT FABRIC & BIND IN PLACE ADS N-12 (OR EQUAL) 12" ADS N-12 PIPE 12" ADS N-12 PIPE ADS N-12 (OR EQUAL) O Q d D e.-1 .. ; . ° d 12'-0" - - - - - - - - - 12'-0" LL_ 10 a 1000 GAL. SAND/GREASE TRAP 613 3s'-3" 39'-3" - - 22'-3" 22'-3" o -NTS- 1000 GAL. SAND/GREASE TRAP 6D &6F -ALL ELEVATIONS ARE DESIGNED BASED ON CXT -NTS- 90, 0 PRECAST PRODUCTS. CONTRACTOR TO NOTIFY ALL ELEVATIONS ARE DESIGNED BASED ON CXT PRECAST MONITOR WELL 90 MONITOR WELL U DESIGN ENGINEER IF OTHER MANUFACTURER IS PRODUCTS. CONTRACTOR TO NOTIFY DESIGN ENGINEER IF - I USED AS MODIFICATIONS MAY BE REQUIRED. OTHER MANUFACTURER IS USED AS MODIFICATIONS MAY BE CONTRACTOR TO HAND - QI (o REQUIRED. FORM FLOWLINE TO DRAIN 'n PROVIDE GRADE RINGS 66.73 GRATE 6LID D � - w o LIP GRATE LID AS NEEDED � o p j 64.63 D_ .? TOP OF STRUCTURE 4" PERFORATED PVC � u(� °.e. d ° a e a°d .° / 64.93 MONITORING WELL WITH 0 - Co ° TVC 64.45 64.63 PROVIDE GRADE RINGS METAL CAP AND LOCK. U d GRATE LID AS NEEDED (TYP.) PER ISPWC SD-627 8" ° � 62.13 a d BAFFLE 62.95 1-0" MIN. Lo DRAINAGE SYSTEM #6 ° TOP OF STRUCTURE 63.1 2'-0" N p > ° _ a d° ° ' e a d TOP OF TRENCH DRAIN ROCK OVER PIPE I I MIN. C� z m O INV. IN 20" 62.00 ADD 2500 TO ALL ELEVATIONS 8" Q od x INV. OUT° 60.45 O % BTM d BAFFLE 1 1/2" WASHED DRAIN ROCK r z ° a ° a a WRAP TRENCH TOP & SIDES WITH 4'-0" CD < Q 20" 59 g AMOCO 4545 OR EQUIVALENT o BOTTOM OF TRENCH FINE AGGREGATE MEETING Q L_jLnEXCAVATE 1' MIN INTO FREE 4 U) U) 0 1000 GAL. SAND/GREASE TRAP 6E 60.32 DRAINING MATERIAL, TYP. GRADATION REQUIREMENTS OF 1'-6" MIN. J O -NTS- INV. OUT a 58,1 ITD 703-02 OR ASTM C-33 z O_ I ALL ELEVATIONS ARE DESIGNED BASED ON CXT PRECAST BTM BOTTOM OF SAND Z m a l'-O" MIN. Q � PRODUCTS. CONTRACTOR TO NOTIFY DESIGN ENGINEER IF a ° °.. FOOT PLATE 56.6 p D � 0O N OTHER MANUFACTURER IS USED AS MODIFICATIONS MAY BE ° APPROXIMATE GROUNDWATER LEVEL J ? Lo O REQUIRED. SEEPAGE TRENCH -SECTION VIEW (TYP.) - � n1 O ALL SYSTEMS TO HAVE AN ADDITIONAL MONITOR WELL 20' w U O 1000 GAL.SAND/GREASE TRAP 5 0 D w p Ln N -NTS- OUTSIDE OF SYSTEM.DESIGNED INFILTRATION RATE=2 INIHR Q Q m O coN / ALL ELEVATIONS ARE DESIGNED BASED ON CXTCD NTS a� PRECAST PRODUCTS. CONTRACTOR TO NOTIFY w Q DESIGN ENGINEER IF OTHER MANUFACTURER IS DRAINAGE SYSTEM #5 SHEET NUMBER cal / USED AS MODIFICATIONS MAY BE REQUIRED. -NTS- ADD 2500 TO ALL ELEVATIONS C4 .2 as 0 0_ uu E 0 O U Q) > z L U) C6 I � M 00 FF = 2568.45 '`` (n I F� ® I nif SCALE Z Lo Lo INSTALL 95.9 LF OF 4" a? 4 ' 40 0 20 40 80 _0 N SDR-35 PVC SEWER SERVICE EXISTING SSWR SERVICE, REMOVED BY OTHERS. - ` ` ® 2.0% MIN. INV = 62.78 SEE LA VISTA WAY CONSTRUCTION DRAWINGS. I I o m FEET ) m 0 0 '14. (D �E - � 1 INCH = 40 FT. cn N 'n I( VERT. 1 INCH = 4 FT. - - - E - < Ifs Cf. RD RD RD RD _ - - RD RD i �r� rn I m 'o) 60.64 INV IN - ° 60 64 INV IN -' Ea L E G E N D aS 4 4S aS aS aS aS ' o PROPERTY BOUNDARY R 0 SD SD SD SD SD SD SD ° - - RIGHT OF WAY LINE 8625 \ J SD SD SD SD SD SD I EXISITNG LOT LINE Zq DRAINAGE SYSTEM 3, SEE SHEET C4.1 . G EXISTING ROAD CENTERLINE �y 9TF OF ��P _ I � EX.SSMH-03 TT vN 1 11.98'- J L I - STA 1+42.02 I -EP---EP---EP---EP-- EXISTING EDGE OF PAVEMENT M• M W 12"W 12"W 12"VV 12"W 12" / 1 o EX.SSCO-04 -0-0-0- EXISTING FENCE C. o STA 1+00.00 I �S SS��SS SS SS SSI C SS SS SS f+ g s + SSx--o-SSx EXISTING SEWER LINE W/ MANHOLE \ I � 12.00'_ N iv 12"W � EXISTING WATER MAIN \ I CONST.48��SSMH 3A 2567-= _ N \\ STA 4+72.OT REMOVE EX.SSCO-06 0 EXISTING WATER BLOWOFF VALVE �? STA 2+04.02 I I 6"PI EXISTING PRESSURE IRRIGATION LINE o REMOVE EXISTING CLEANOUT & CONNECT INTO EXISTING SEWER MAIN. _u CONTRACTOR TO FIELD VERIFY INVERT PRIOR TO THE STAR 00 IRR IRR EXISTING GRAVITY IRRIGATION LINE z z z CONSTRUCTION & NOTIFY ENGINEER OF ANY DISCREPANCIES.It: CD 0 0 SC- - -SC- - PROPOSED SAWCUT LINE a � o DRAINAGE SYSTEM 2, SEE SHEET C4.1 o 0 0 0 cf) I 12$ CONSTRUCT VERTICAL CURB AND GUTTER z z z 6 a a a J �� SD ® SD� \ - SGT 2 - - - - - � � •�. �� � CONSTRUCT EXTRUDED CURB wa � � � RD RD o 64.03 INV IN �� �•': `"'":::: ":;r •' CONSTRUCT THICKENED EDGE SIDEWALK J RD RD RD RD p rn I ' N o 0 0 - _ - _� � { :Y....;.,�,=r�:=:.;;_,.,:::���t-.•.....�r>:. CONSTRUCT DETACHED SIDEWALK co \ - LL I cn I 'K' "`'''`=''= ''' - CONSTRUCT ATTACHED SIDEWALK < o L \ Lv - - Q w w CL w -256! I :, CONSTRUCT ON-SITE VALLEY GUTTER ly uj Gi uj uj INSTALL 96.8 LF OF 4" ' I41 f GIRR�GIRR CONSTRUCT GRAVITY IRRIGATION MAIN W/ MANHOLE w - SDR-35 PVC SEWER SERVICE N 0 2.0% MIN. INV = 2565.97 I � W W CONSTRUCT C-900 WATER MAIN, SIZE PER PLAN N i � CONSTRUCT FIRE HYDRANT z - :2 SS SS CONSTRUCT SEWER MAIN W/ MANHOLE m Y Y Y Y 0 \ \ FF = 2571.64 �10 $ y SD SD CONSTRUCT STORM DRAIN MAIN z° \ n I - N M c ° lF7] •o CONSTRUCT STORM DRAIN SAND AND GREASE TRAP Lo Lo x' ® CONSTRUCT 12" NDS CATCH BASIN W/ 1' SUMP MIN o 0 CONSTRUCT MONITORING WELL PER ISPWC SD-627 = _ N Lo i 0 CONSTRUCT 30" PRECAST STORM DRAIN MANHOLE -6 W/ GRATED LID z p m w w o w F- a RD RD CONSTRUCT ROOF DRAIN PIPE F- z z Y O � F- cn w - U u \ I,.. W fn g W 0- 0 m EXISTING SSWR SERVICE, REMOVED BY OTHERS. G') I U o o U Q M \ SEE LA VISTA WAY CONSTRUCTION DRAWINGS. r7 ?S II w 1. CONTRACTOR NOTES TO v 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL os s b '. CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER 0 O / 1 rn I '': WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. L1J 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. 0 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE z E O COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND w (n oALL UNDERGROUND UTILITIES. Q Q 0 U 2572 2572 3. ADD 2500 TO DESIGN ELEVATION SHOWN TO MATCH NAVD88 DATUM. 0 � 4. NO PERMANENT STRUCTURES SHALL BE ALLOWED WITHIN THE CITY OF MERIDIAN UTILITY >- EASEMENT. REFER TO THE CITY OF MERIDIAN STANDARD UTILITY EASEMENT DOCUMENTS FOR J EASEMENT CONDITIONS/RESTRICTIONS. FIRE SERVICE LINE SEE FIRE APPROXIMATE EXISTING GRADE SPRINKLER PLANS FOR SIZE. 2568 _ - � - - - - - - - - - 2568 IN-LINE 8" GATE VALVE (MJ) K E YN 0 TE S - - - - - - - - - - REDUCER AS SPECIFIED BY U �� - - - - _ FIRE SPRINKLER INSTALLER 2" METER BASE & VALVES PER O1 POTABLE/NON-POTABLE CROSSING. SEE WATER NOTES 1 & 2 ON SHEET C1.0. o ISPWC SD-402 AND MERIDIAN CITY U STANDARDS. SEE STANDARD QI of PROPOSED FINI HED GRADE DRAWING W4. 'n 2564 2564 0 wo o w o % J J '> VARIES O O j 18" MIN L 2560 2560 8"x8"x6" TEE (MJxMJxFLG) O U 6" GATE VALVE (FLG) 0 0 (NW 2559.32 6" FLGxMJ ADAPTOR 4" INV IN ) 8'- 6" C-900 PVC PIPE CV w Lo a o NV OUT (E) CONST. 265.5 LF 8" SDR-35 PVC Pipe ® 0.60� FIRE HYDRANT PER O 2i O 2559.32 MERIDIAN SD W8 I ,��( z O a o 4" INV IN (SW) <cy) EX. 62 LF OF Q 3' Q W J � m° '- 2557.37 SDR-35 PVC PIPE 2556 7 Q a 2556 INV IN (W) 0 0.60% WATER SERVICE L x U) M o 2557.37 CONNECTION EDGE OF CONCRETE SLAB _ z j � OU INV OUT (E) -NTS- O Q = o + cn RESTRAIN ALL JOINTS AS NECESSARY NEW 8" C-900 J co z � X o I WATER MAINLINE 0 2552 N UJ> + 2552 o p N z o w 0 :Em � II Lu � 0 ? Cfl p N �.�.-� J z Lo N o SEWER MAIN o � - 2548 2548 w C) o N j 5+60 5+20 4+80 4+40 4+00 3+60 3+20 2+80 2+40 2+00 1+60 (f� Q m oo m o � w N � Q SHEET NUMBER N / w = C5 . 0 QQ o � uu rPPROVED FOR CONSTRUCTION se plans and/or specifications have been reviewed for compliance Meridian City engine r, and Sp actor of the This review does notSEE THIS SHEET eve the owner,engineer,or contractor of the responsibility to design and/or construct those facilities in compliance with all current V applicable federal,state,and local laws,rules,regulations,ordinances, development agreements,specifications,orders of approvals,all of II { which the City retains the right to enforce.Inconsistencies not noted by I I - IM,:=,:y"j I // l I I I \ 1 2"`/\/ 12" City staff shall not be construed as approved unless s pacifically �'"''''� addressed in writing by the City.Any proposed revision to these plans I`I` must be submitted for review and compliance with the Meridian City II fF,__;,1 •,,'-`:� I `•,I Standards and Specifications before said revision is constructed. - / l 1 p N a E - pp] O Name Mercedes Amador II I C, I - III' + l;"I I W. VILLA G I 0 W Y PUB O U Date 10/07/25 Permit Number LD-CSUB-2025-0002 I I INSTALL 8%8%6" TEE (MJxMJxFLG) \ LO / REVISION INSTALL 29.OLF OF 8" C-900 WATER MAI > II 6" GATE VALVE (FLGxMJ) f' - - III _ - If. . I \ / IN 16%20' STEEL SLEEVE PER MERIDIAN _ 10.3 LF OF 6" [':':II I I I�``"I I - / NUMBER 8 CITY STANDARDS Zv z IIVJ I HLL I JL.. �F OF 8" ;,;:.- - _ / II C-900 PVC WATER MAIN - - - - C-900 PVC WATER MAIN �w'; \ 1 I INSTALL 13.6 LF OF 8" / / I ' - IRR N � �:I • FIRE HYDRANT ASSEMBLY I.,u�.,-�r -\ �I ` ° " � : •<: PER MERIDIAN SD-W8 W/ BOLLARDS I - - C-900 PVC WATER MAIN I .� � m INSTALL 8" FLGxMJ ADAPTOR I _ \ W/ 2' TEMPORARY BLOWOFF - j _ �� \ - - - - - M co / I INSTALL 17.0 LF OF 8" J CO PER MERIDIAN SD-W10 PER MERIDIAN SD-W13 / II o 8"x8"x6" TEE (FLG) II I INSTALL 36.6 F I� 10 I I'1 8" GATE VALVE FLG III 63.43 63.24 OF 8" C-90 ``.' o Iv C-900 WATER MAINLINE Bo O (FLG) �..- 63.33 IN 62.35 - - - - - �� cn SCALE - II - - :: .,, ; INV -x z T i CAL 6 GATE VALVE FLGxMJ ::: ..':..;.: ::.::..: :... .�:...: : a ,: �..:.. -..-. - PVC WATER MAIN 62.35 - _ _ _ - - ( ) 7 ., .. INV - - 62.35 IR 'L I I Ln 10.1 LF OF 6 iT O I - - 7 INSTALL 15.0 LF OF 8 IN 7 T` = T INV 7 :.;-INV L - 40 0 20 40 80 - - - c--, . . T -. SDMH A INSTALL 17.0 LF OF 8 ROOF DRAIN @ 0.1% II a ��"` - INSTALL 15.0 LF OF 8":.. I - O �_:-. 7 C-900 PVC WATER MAIN - I �'�\ T T -I- T ~' T' ® INSTALL 12.5 LF OF 8" I I I I I FIRE HYDRANT ASSEMBLY -INSTALL 17°0 LF OF 8' � ROOF DRAIN @ 0.1% I SGT 7 I ROOF DRAIN @ 0.1% INSTALL 15.0 LF OF 8"�1 I- T -f ROOF DRAIN @ 0.1% 63.41 INV 63.31 INV .e 63.22 INV IN I I I I �\ SGT 6D I I I I I I I ��ROOF DRAIN @ 0.1% II I INSTALL 15.0 LF OF 8" C-900 WATER MAINLINE / INSTALL 10.0 LF OF c') PER MERIDIAN SD-W8 W/ BOLLARDS - - -E S - e SGT E SGT F ROOF DRAIN @ 0.1% °' ( 12 L 62.33 INV IN FEET 8" C-900 PVC o PER MERIDIAN SD-W10 I INSTALL 301.3 LF OF 8"- �T ° �Q SD o 62.33 INV IN _i 62.33 INV IN - M o 1 INCH = 40 FT. 12 WATER MAIN W/ 2" • C-900 PVC WATER MAIN \\ sD s as DRAINAGE SYSTEM #6' S as as (IS ° I I W TEMPORARY BLOWOFF ( N W W W W W W W VV �- 1 W 1 10 I - -PER MERIDIAN SD-W1 SEE SHEET C4.2 I - - - -- -_ SGT A'\ INSTALL 45' BEND (MJ)-SD SGT C OS- 7S SD SD SD INSTALL 45° BEND (MhFLG)- 10 I I N\ I 63.24 INV IN 'INSTALL 25.0 LF OF 12" �63.24 INV IN INSTALL 7.0 LF OF 12" 0 8" CROSS (FLG) III I I I III �I INSTALL 106.0 LF OF 6" " o ROOF DRAIN @ 0.1% ROOF DRAIN @ 0.8% I 3-8" GATE VALVES (FLGxMJ) I I INSTALL 50.0 LF OF 8" I T ROOF DRAIN @ 0.9% INSTALL 7.0 LF OF 12 o INSTALL 212.0 LF OF 8" I I I I I II C-900 PVC WATER MAIN= INSTALL 12.5 LF OF 6 ROOF DRAIN @ 0.9% INSTALL 33.0 LF OF 6" ROOF DRAIN @ 4.8% 64.85 " RD RD R D RD RD Rp INV ROOF DRAINS @ 0 8%8 0 4 MA'Ix, f N BOLLARDS TO BE ROOF DRAIN @ 0.9% -ROOF DRAIN @ 3.6% INSTALL LF OF INSTATEMPORARY II � I �"�°�-''-�-'• °":` \ 64.84 - 6091 RD RD RD RD RD RD RD i IS REMOVED UPON I INV 63.93 63.30 64.48 \ INV 63.30 Is INV INV ,INV \ INV INu99 J ae i v I e e �� FUTURE CURB I I I I INSTALL 22.5' BEND (MJ) S 5 / 3' TYP.-1-- -1 // CONSTRUCTION. INSTALL 8%8%6" TEE (MJxMJxFLG) I 1 _ - - - - - - k� a 8" GATE VALVE (FLG)' _ _ ©J INSTALL 73.0 LF OF 8" I- - - - - - - - - - - - - - - - \ 6" GATE VALVE (FLGxMJ) I \ 8625 11.9 LF OF 6" c� ROOF DRAIN @ 0.9% :j C-900 PVC WATER MAIN /b-�' INSTALL 83.1 LF OF 8" U' I FIRE HYDRANT BOLLARD DETAIL FIRE HYDRANT ASSEMBLY �C-900 PVC WATER MAIN 9T� \�P s I PER MERIDIAN SD-W8 W/ BOLLARDS y� OF G� III I 1 G SEE ALSO CITY OF MERIDIAN SD-W10 PER MERIDIAN SD-W10 I T M. MVN SCALE: 1"=10' KEYNOTES I 1 _ ° 1,14, �11��STALL CD Z( 1 POTABLE/NON-POTABLE CROSSING. SEE WATER NOTES 1 & 2 ON SHEET C1.0. 10.0 LF N o INSTALL 22.5' BEND (MJ) OF 8" C-900 W w 2 INSTALL 6" ROOF DRAIN CONNECTION. STARTING INV. 68.14. SEE MECHANICAL PLANS FOR I i is::a PVC WATER MAIN M Z o a CONTINUATION INSIDE BUILDING. INSTALL 35.3 LF OF 8" O ¢ 1 C-900 PVC WATER MAIN W/ 2 TEMPORARY \ rj j BLOWOFF PER cn cn z -.1 I INSTALL 6" ROOF DRAIN CONNECTION. STARTING INV. 64.14. SEE MECHANICAL PLANS FOR "" ¢ U-1 -' jll I I 2SF _ INSTALL 8" TEE MJxMJxFLG I w w o \__ � I-' 3 MERIDIAN SD-W13 z z M rn C' CONTINUATION INSIDE BUILDING. ( ) �_ 8" GATE VALVE (FLGxMJ)�� w o o a j� 20.00' UTILITY FF = 68.45 _- // < I 4 INSTALL 10 LF OF 6" ROOF DRAIN CONNECTION. STARTING INV. 60.95. SEE MECHANICAL I I' - I W W o o a Q EASEMENT __ --- 256� O PLANS FOR CONTINUATION INSIDE BUILDING. I I I _ 1 O a a o O ►� I \ BUILDING T102 5 I I _ I- W a. INSTALL 13.3 LF OF 6" ROOF DRAIN CONNECTION. STARTING INV. 64.95. SEE MECHANICAL I E v a z II I I \ o D O PLANS FOR CONTINUATION INSIDE BUILDING. ` � U z m I w z INSTALL 8"x8"x6" TEE (MJxMJxFLG) - I `` `` 0 0 1 I ; INSTALL 6" ROOF DRAIN CONNECTION. STARTING INV. 64.95. SEE MECHANICAL PLANS FOR c'i I o o I- _ -2567 INSTALL 46.4 LF OF 2" POLY WATER SERVICE (FLGxMJ) D �� O I I r 9 W w o \ 6" GATE VALVE FLGxMJ ? 1 CONTINUATION INSIDE BUILDING. I m � I- 3 �' 11 LINE PER MERIDIAN CITY STDS. " \ Y \ 18.4 LF OF 6" 20.00' UTILITY II- o a ¢ I \ ® Of ONE CONTINUOUS PIECE FROM �� O7 CAP FUTURE ROOF DRAIN CONNECTIONS AND MARK TO SURFACE WITH LOCATE WIRE. \ ���-1 � � m 3 0 0 / ( C-900 PVC WATER MAIN EASEMENT Q w w w N = o �� - METER TO BUILDING CONNECTION) FIRE HYDRANT ASSEMBLY _2568 INSTALL 361.9 LF OF 8" - - - - - 9 - $ APPROXIMATE TRANSFORMER LOCATION, SEE ELECTRICAL PLANS. I�� � w w o w o cL`'j `C-900 PVC WATER MAIN i PROPOSED FIRE SERVICE, SEE FIRE SPRINKLER PER MERIDIAN SD-W8 W/ BOLLARDS O I O I cc I II � � ¢ af W o DRAINAGE�SYSTEM #5 INSTALL 10.0 LF PLANS FOR SIZE AND EXACT LOCATION PER MERIDIAN SD-W10 fj C I O D h� 9 APPROXIMATE GAS METER LOCATION, SEE MECHANICAL PLANS. c`n�l N N N N c"'.i ROOF DRAIN @ 0.4%. ® 9 w SEE SHEET C4.2 INSTALL 106.0 LF OF 6" - H --I jj H to rn co co N N INSTALL 44.9 LF OF 6" I 10 WATER MAIN TO BE EXTENDED IN THE FUTURE. MATC H L I N E SEE THIS SHEET ROOF DRAIN @ 0.5% INSTALL 106.0 LF OF 6" (V (V o N o F1 ROOF DRAIN @ 0.5% � I 4 � I I�(I 4 � 4 - INSTALL 50.0 LF OF 6" '• �� cn � m � �• i7 � � � � rn o j I O _ROOF DRAIN @ 0.5% �? I / o 0 0 0 0 1 60.67 4 _ x 4 ROOF DRAIN @ 0.5% 4 II �j 11 INSTALL 8.8 LF OF 2" POLY WATER SERVICE LINE PER MERIDIAN CITY STDS W 2" WATER z 50.90 INV 60.67 60.67 _ _ O I O METER PER MERIDIAN SD-W4. SEE ALSO DETAIL, SHEET C5.0. O INV RD RD RD RD INV RD D g 60.9O INV 60.91. 60.67 :I I�� m Y Y Y Y INV RD RD RD RD INV INV I j I , 12 INSTALL S" 90° BEND (MJ) ROTATE TEE 45° TO OBTAIN CLEARANCE TO CROSSING > INSTALL 6.5 LF OF 8" - 60.91 L 10.0 LF _. _ RD RD - -SGT A 60.90 I w O INSTALL 12" FLGxMJ ADAPTOR I - _ - ROOF DRAIN @ 0.4%- \ o 4 - INV o INV INSTALL 6.5 LF OF 8" _ -ROOF DRAIN @ 0.4% \ =60.90 I � z 60.64 INV IN 11 ROOF DRAIN @ 0.4% o SGT 3B - � INSTALL 6.5 LF OF 6" 60.64 INV IN � f o �- -INV 12"x12"x6" TEE MJxMJxFLG \ 60.64 INV IN -III / 60.64 INV IN � '.~• as a -�aS ROOF DRAIN @ 0.5% 36•82' INSTALL 6.5 LF OF 6" F 12" GATE VALVE (FLGxMJ) I ❑❑ -- aS INSTALL 5.0 LF OF 8' (IS a CIS ah ROOF DRAIN @ 0.5%-as REMOVE EXIST BLOWOFF LNI OWOFF VALVE [0 f a a 6" GATE VALVE FLGxMJ \ C-900 PVC WATER MAIN W 11.5 LF OF 6) I SD SD DRAINAGE SYSTEM #4;p SD IN-LINE 8" JURISDICTIONS I I �SD SD SD DRAINAGE SYSTEM #3 & 11.2 LF OF EXISTING WATER MAIN o g g N N o SD N N C-900 PVC WATER MAIN I SD SD SEE SHEET p4.1 D ISOLATION VALVE (MJ) I -INSTALL 44.7 LF OF 8" CONNECT 12%12%6" TEE (MJxMJxFLG) _ _ 2 2 FIRE HYDRANT ASSEMBLY PER I L C-900 PVC WATER MAIN SD SID SEE��EET 4.1 Sp TO EXISTING WATER MAIN ^' Y Y 0 0 CITY OF MERIDIAN SD-W8 I ® " '-� INSTALL 6" GATE VALVE FLGxMJ I LEGEND \ I ( ) INSTALL 20.4 LF OF 12" 11.1 LF OF 6" U- w INSTALL 335.E LF OF 12" ® \ w W p w < Q \ INSTALL 12 x12"x8" TEE MJxMJxFLG (FLGxMJ) o w � 8" GATE VALVE (FLGxMJ) C-900 PVC WATER MAIN w > p Q ?S I 10 C-900 PVC WATER MAIN- - I - _ _ - INSTALL 294.6 LF OF 12" C-900 PVC WATER MAIN PROPERTY BOUNDARY z z Y O w o F- _ I - - - C-900 PVC WATER MAIN v C� � - - � 1 FIRE HYDRANT ASSEMBLY PERJ L � _ I w - � U � � � � 12"W - - _ - w U) Q w a CO \ 1 12'9N 12"VV 12"W - - - - - W - - RIGHT OF WAY LINE m O 12"W 12"W CITY OF MERIDIAN SD-W8 1 _INSTALL 12" FLxMJ ADAPTOR ,2SE 12"W 12"W 12"W 12"W 1 0 o � U Q � a � o I 12" CROSS TEE (FLG) INSTALL 12"x12"x8" TEE (MJxMJxFLG) 30.00' UTILITY EASEMENT o EXISITNG LOT LINE 12" FLxMJ ADAPTOR o�S - - - EXISTING ROAD CENTERLINE INSTALL 22.2 LF OF 8 GATE VALVE (FLGxMJ) SS SS SS SS SS S� SS SS SS g s Q J \ 12" C-900 PVC I 2-12"x8" REDUCER (FLG) INSTALL 66.7 LF OF 8" r1A�� ""n �_.[� N I V V R I V I/y S�� C-H - �2S/ 2-8" GATE VALVES (FLGxMJ) C-900 PVC WATER MAIN - F--- P--- F--- F--- EXISTING EDGE OF PAVEMENT W 1• \ WATER MAIN I LU v \ I O ❑ EXISTING FENCE 2570_ INSTALL 8%8"x6" TEE (MJxMJxFLG)' - _ - - I 0 i I 6" GATE VALVE (FLGxMJ) INSTALL 5.0 LF OF 8" �_ I SSx�SS EXISTING SEWER LINE W/ MANHOLE z \\ (IS as ® as as 20.4 LF OF 6"_ J w W D- LO 25�2� INSTALL 271.7 LF OF 8" C-900 PVC WATER MAIN I C-900 PVC WATER MAIN W/ 12"W EXISTING WATER MAIN Q Q _ - DRAINAGE SYSTEM #1 \ IN-LINE 8" JURISDICTION o S.C. U C-900 PVC WATER MAIN as FIRE HYDRANT ASSEMBLY DRAINAGE SYSTEM #2 I ® EXISTING WATER BLOWOFF VALVE r) SEE SHEET C4.0 - °S-�°s PER MERIDIAN SD-W8 W BOLLARDS ISOLATION VALVE (MJ) INSTALL 93.7 LF OF 6" \ / I SEE SHEET C4.1 cn � PER MERIDIAN SD-W10 INSTALL 14.1 LF OF 6" ROOF DRAIN @ 0.1% J O \ iSGTAl -___ __ _ - e SD SID Sp SD s gp 11 ROOF DRAIN @ 0.1% ® `vO� 64.13 ° 6"PI EXISTING PRESSURE IRRIGATION LINE _ P1 63.56 INV _ -�� - _ - _ - 64.10-INSTALL 93.7 LF OF 6" \ SGT 1E I II \ SD SD INV Iv \ � Q �2S I OUTi� -' INV 64.13 SGT 2 IRR IRR EXISTING GRAVITY IRRIGATION LINE �3� ROOF DRAIN @ 0.3% 0 63.87 INV IN 64.10 - 0 64.03 INV IN ROOF DRAIN @ 0.1% SC- - -SC- - PROPOSED SAWCUT LINE N -i i INSTALL 14.1 LF OF 6" - INV INSTALL 14.1 LF OF 6" 1 I f\D RD RD RD RD RD INV $ � I I 1 ROOF DRAIN @ 0.3% \ \ - RD RD RD RD D RD " •" � a'- CONSTRUCT VERTICAL CURB AND GUTTER I�'rn j MH 1D 3 \ � � 1 63.54 INV o j �� 3 INSTALL 93.7 LF OF 6" 3 3 - 3 :., Cn LL � 2S) I �- - - j I INSTALL 8.0 LF OF 6" ROOF DRAIN @ 0.3% \ INSTALL 93.7 LF OF 6" L J L- O I CONSTRUCT EXTRUDED CURB 0 A- �I ROOF DRAIN @ 3.4% ROOF DRAIN @ 0.1% 25� `` CONSTRUCT THICKENED EDGE SIDEWALK oI I f20.00' UTILITY \ \ I I \ INSTALL 14.1 LF OF 6" \ \ y f1 I t ., U \ I ROOF DRAIN @ 0.3% `�_ INSTALL 8.0 LF OF 6" (� fj ": W i EASEMENT 1 ROOF DRAIN @ 1.4% ry I ' w ���•„ c0 W I \ �S j \ INSTALL 49.3 LF OF 2" POLY WATER SERVICE PROPOSED FIRE SERVICE, SEE FIRE SPRINKLER CONSTRUCT ti4 '; CONSTRUCT DETACHED SIDEWALK O = II of �� I LINE PER MERIDIAN CITY STDS. PLANS FOR SIZE AND EXACT LOCATION CONSTRUCT ATTACHED SIDEWALK \ 0 00 \\? I ' - \\ r\ M TONE O BUILDING COIECE NNECT OONM ` - - ° I I CONSTRUCT ON-SITE VALLEY GUTTER .. m Sjs_ , I 1 I \ METER TO BUILDING ) / O W \ st ,. -GIRR�GIRR CONSTRUCT GRAVITY IRRIGATION MAIN W/ MANHOLE I W W CONSTRUCT C-900 WATER MAIN, SIZE PER PLAN O U I \ � -2574- CONSTRUCT FIRE HYDRANT ' \ ® FF = 71.64 // I!� I 1�{ SS SS CONSTRUCT SEWER MAIN W/ MANHOLE OI \ 2576IN \ \\ of _ I I \\ \ -BU,I.L D I N G T 101 ,2s '- I f�jl SD SD CONSTRUCT STORM DRAIN MAIN N w Lo / 2575-_____ �� - I�1 •o CONSTRUCT STORM DRAIN SAND AND GREASE TRAP O Q O c INSTALL 10.1 LF OF 6" \ _ _ o -� I ® I ROOF DRAIN @ 3.2% \ - -\ s C ® CONSTRUCT 12" NDS CATCH BASIN W/ 1' SUMP MIN J w CO a�i 1 _ r, n • CONSTRUCT MONITORING WELL PER ISPWC SD-627 _ w INV \ I z Q oZS �j I I - INSTALL 14.0 LF OF 6" \\ Id 1 I z_ _ _ CONSTRUCT 30" PRECAST STORM DRAIN MANHOLE / I ROOF DRAIN @ 3.2% \ \ I.I ® O O I \ INSTALL 45° BEND (MJ) - i I �, \\ 2Sj W/ GRATED LID J Q _ I I II 66.92 O \ 2� V �j N 9 o C.0 I I _Cn INSTALL 21.1 LF OF 8" \ INV \ \ 2 \\ RD RD CONSTRUCT ROOF DRAIN PIPE - - C-900 PVC WATER MAIN OS s LO I I _ INSTALL 64.5 LF OF 6" INSTALL 14.0 LF OF 6" 2 O / f rn 0 Cn ROOF DRAIN @ 1.3% ROOF DRAIN @ 3.2% 67.65 INSTALL 14.5 LF OF 6" O 0p I 1C \ INSTALL 28.8 LF OF 6" 67.69_ INV ROOF DRAIN @ 3.4% " - I z (D � ROOF DRAIN @ 1.3% R� i� - INSTALL 15.6 LF OF 6"� NOTES TO CONTRACTOR w -'m 66.25 INV 67.76 rr IN \ SGT 16 INSTALL 22.7 LF OF 6" INSTALL 13.9 LF OF 6 67.54 INSTALL 18.5 LF OF 6" 66.78 REMOVE EXISTING BLOWOFF VALVE INSTALL 13.0 LF OF 8 GT 1C ROOF DRAIN @ 2.2% 67.79 z m CO \ \ INV 66.86 INV IN ROOF DRAIN @ 3.4% ROOF DRAIN @ 4.3% IN ] ROOF DRAIN @ 2.2% INV J -& 31.0 LF OF 8" WATER LINE - I I1� ROOF DRAIN @ 1.3%. 66.75 INV IN -- \ INV �� 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL J Q N _ SID - -SID o INSTALL 13.0 LF OF 6" 1A 66.53 L CONNECT 45' BEND (MJ) ONTO CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER W z L0 N INSTALL 22.5' BEND (MJ) 1 SD SD i - CVO _ - I . \ _ (4, _ SD o ROOF DRAIN @ 4.3% INSTALL 30.3 LF OF 6" INSTALL 23.5 LF OF 6" EXISTING WATER MAIN J O SD 66.98 INV IN INV WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. J - (V 0 \ INSTALL 86.8 LF OF 8"2 \ -INSTALL 129.9 LF OF 8" _ SD SD- _ vu ROOF DRAIN @ D SDMH 16 ROOF DRAIN @ 2.2% Q D w O N \ \ C-900 PVC WATER MAIN \ IN -�C-900 PVC WATER MAIN INSTALL 21.1 LF OF 8" \ SD'�of - SD 67.09 INV o $W \� 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. O m N 1--' \ - \- - �L� W W W �/�/ C-900 PVC WATER MAIN- T �p _ SD _ THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE Q m O L- INSTALL 22.5° BEND (MJ) -INSTALL 8" GATE VALVE (FLGxMJ) W W 20.00' UTILITY - \ - - _ .67.19 INV COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES w \ - -� T- EASEMENT W W W W T-W W W W - INSTALL 31.2 LF OF 8" WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND 4 - �� \ \\ I J L _ 8"x8"x6" TEE (FLG) INSTALL 22.5' BEND (MJ) INSTALL 405.3 LF OF 8" C-900 PVC WATER MAIN ALL UNDERGROUND UTILITIES. SHEET NUMBER N Q i l - - 22.5° BEND (FLGxMJ) INSTALL 45° BEND (MJ) - \/ C-900 PVC WATER MAIN- -�-� 6" GATE VALVE (FLGxMJ) 3. ADD 2500 TO DESIGN ELEVATION SHOWN TO MATCH NAVD88 DATUM. _ C-900 PVC WATER MAIN \` - \ - \ 4. NO PERMANENT STRUCTURES SHALL BE ALLOWED WITHIN THE CITY OF MERIDIAN UTILITY C5 . 1 FIRE HYDRANT ASSEMBLY PER - - - AEASEMENT. REFER TO THE CITY OF MERIDIAN STANDARD UTILITY EASEMENT DOCUMENTS FOR Q Q - CITY OF MERIDIAN SD-W8 \ - - - - - - EASEMENT CONDITIONS/RESTRICTIONS. SCALE 40 0 20 40 80 REMOVE AND RELOCATE EXISTING O HEADGATE TO EAST END OF BOX. FEET o 0 CONTRACTOR TO FIELD VERIFY AND MATCH 1 Lo EXISTING ELEVATIONS. NOTIFY DESIGN / / 1 INCH = 40 4 ENGINEER OF ANY DISCREPANCIES. \� l �\ VERT. 1 INCH = 4 FT. \ I .�+� . z CONST. 6.5 LF 12" CLASS III RCP 0 6.00% ^ '�°c ^ ^`�' ^^ ^� rs �s ? \r' �) N I h h h h h " s 2 � �v H ti N4-STA CONST.48 MH IRR-03 N N �� �, `�s N ss s62 4+43.38 / / / \ CONNECT PROPOSED 24" M MCONST.48"MH IRR-02 --+_ - = , -f / CONST.48"MH IRR-04 / /STA1+64.82 _ INTO EXISTING MA HOLE.\ o10.0 / 10.00' STA 5+78.04 � / • CONST.48 MH IRR-05 o_ _ PROTECT IN PLACE EX.IRR-MH-o` 10.00' STA 9+58.93 -IRR - ot��� J oJJ � J 4. - - - -o J- - - - ---- ----J STA 11+48.44 w Lo / / N �, - ���_ �T71LM��OIZ�� - + GIl:1 + _ _ - _ O• - O - - - O - - -�- O \ .Co O - - - -\� I N iCONST.48"SSMHIRR-1B _ - - - -+- = - ^ - - - - - - - PIRR _ _ }K"+ - _ - - - + I STA1+19.79 s D SD T_ / � Ti� =I-1- � T � ral TT r - �.. �-_ -===�1.30,_^==_ � / - + _ c� , 77� , ZTI I I I I I I II I I I I I I I I �:- � �/ _ - - c o I CONST.48"MH IRR-01A_ s_� s I I I\ // I I I I I I I I �`�I I I I / I I " M I 111 STA 1+10.46 _9s/ as-was-ems -•- I ) ` '` _ - - - I .:: ; � � c� N lII 1 II I / I7 71' - ; 12" _ M-�-M M-�M M I I M I�M M M M M M�M M MGM M M�-M M I M M M M 1� EXTEND EXISTING 24" . O I I I y - CLASS III RCP APPROX. '� 4.5 LF AT 0.1% MIN. I , I I I /// ► ��/ I / I T , J Ili I l / I i / I�I ❑I I I I ® n I n I III \ ---� �� \\ L 2588 I 2588 a�W 8625✓ ? CONST. 10.3 LF 24" 9TF �pQ Q- `s8� CLASS III RCP 0 0.10% yT OF G� 2584- '� 2584 T M. MU �� N II 2580 2580 LI Z Q Z � m o w 2579.14 a z INV IN (S) \ a z �_ J 2578.15 `` U, �' a z INV IN (W) \ ¢ o . w o 2576.85 o = o c 2576 INV IN (SW)� - 2576 W w o v 3 0 2576.86 - APPROXIMATE EXISTING GRADE � Z N J INV OUT (NE) y1 \\ \ a z cn ¢ w w O \ \ Y U 3 J J 2572 0 I 2572 Li o � ~ \ � w w w w w w w Cn \ \ w \ � !A I Q o Lo co 00 cli CONST. 41.0 LF \ o \ \ \ \ \ 24" CLASS III RCP \ \ ��� � I o 0 0 0 0 0 2568 - ® 0'2� - - - _ _ �� 2568 2567.80 - - \ \ PROPOSED FINISHED GRADE �6`01 00 m Y Y Y Y Y Y 2567.80 \ O j xv-4 0Y zINV IN (S) ONST. 274 �� .2567.90 INV OUT (N) 6 LF 24" 125PSI � w ON MSDR _ - INV OUT (N) 41 ® 1.799; - - - - - 2564 � - - _ 2564 a a m + CONST. 130.7 LF 24" C-900 PVC ® 0.21% I I II N + - - - - - - - 2 Y Y co 0o o CONST. 376.9 LF 24" 125 PSI SDR-41 ® 0.62q - - _ _ _ _ 1 2562.80k2562.80 2562.52 - - - OINV IN (S) OUT (N) INV IN (S) 2562.52 - - I I I z o w w o Q < - INV OUT (N) CONST. 187.5 LF 24" C-900 PVC ® 0.10%- - - J Y p w 0 U 2560 _ J 2560 w 2 � U ~ 2560.14 2560.14 I w U) Q w a U) p m INV IN (S) INV OUT (N) 2559.95 I - - - - co o p U Q _j a o INV IN (S) 1 F JI 00 I� 00 + Pe) CD III b - 0 Lu 2556 ~ � Mocn °,n° INV IN6(E) NV UT (N) 2556 I ¢ o cm cn II � � � N i < ao U W ±+ co > 2552 2552 N O0 X u Q W Cn J r^u GRAVIT IRRIGATION USERS DITCH o 3r 2548 2548 a_ � 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 0 I LEGEND NOTES TO CONTRACTOR KEYNOTES U U 0 PROPERTY BOUNDARY 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB & GUTTER, STORM DRAIN, CHANNEL O POTABLE/NON-POTABLE CROSSING. SEE WATER NOTES 1 & 2 ON SHEET C1.0. O CROSSINGS, & SEWER ELEVATIONS OR INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER w 00 - - RIGHT OF WAY LINE WHEN ELEVATIONS OR INVERTS DO NOT MATCH PLANS. 0 j EXISITNG LOT LINE 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. -1 .� - EXISTING ROAD CENTERLINE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE u U COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES EXISTING EDGE OF PAVEMENT WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND -, -LP---L'---EP---EP- ALL UNDERGROUND UTILITIES. U 0-0-0- EXISTING FENCE 3. ADD 2500 TO DESIGN ELEVATION SHOWN TO MATCH NAVD88 DATUM. CD Q v SSx----&-SSx- EXISTING SEWER LINE W/ MANHOLE 4. NO PERMANENT STRUCTURES SHALL BE ALLOWED WITHIN THE CITY OF MERIDIAN UTILITY z N w Lo c 0 EASEMENT. REFER TO THE CITY OF MERIDIAN STANDARD UTILITY EASEMENT DOCUMENTS FOR 2E O > 12"W EXISTING WATER MAIN FASFMFNT CONNITInNS/RFSTRIUmNS Q O ® EXISTING WATER BLOWOFF VALVE J z O J w m J aa) 6"PI EXISTING PRESSURE IRRIGATION LINE Q 0,5 x oz IRR IRR EXISTING GRAVITY IRRIGATION LINE z O Q O SC- - -SC- - PROPOSED SAWCUT LINE O (6 I- Q u- CONSTRUCT VERTICAL CURB AND GUTTER O Urn) 0 CONSTRUCT EXTRUDED CURB Q z V O w CONSTRUCT THICKENED EDGE SIDEWALK �/ Q j CO 'q- N CONSTRUCT DETACHED SIDEWALK J J z Lo 0 v O CONSTRUCT ATTACHED SIDEWALK n/ N j CONSTRUCT ON-SITE VALLEY GUTTER Q m O co 0 L 04 a) -GIRR----- GIRR CONSTRUCT GRAVITY IRRIGATION MAIN W/ MANHOLE N j VV W CONSTRUCT C-900 WATER MAIN, SIZE PER PLAN SHEET NUMBER CONSTRUCT FIRE HYDRANT H SS 0 SS CONSTRUCT SEWER MAIN W/ MANHOLE C6 . 0 Q < SD SD CONSTRUCT STORM DRAIN MAIN 0 0- 1 uu