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CC - Construction Drawings
SITE DEVELOPMENT PLANS FOR GRAYCLIFF STAT S HAS 2 701 W HARRIS ST MERIDIAN, IDAHO 83642 (SEC 25 3N 1W) z O BENCHMARK a GENERAL NOTES Eli0 BM1 BM2 BM3 v o o ° 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF SITE IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS AND SPECIFICATIONS SET FORTH BY CITY OF MERIDIAN AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS NORTHING 6937912.58 692193.96 692218.37 AND THE® SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. a FASTING 2452741.06 2453330.09 2451828.64 OR EASEMENTS SHALL BE INSPECTED AND APPROVED BY ADA COUNTY HIGHWAY DISTRICT (ACHD). INSPECTION SERVICES AND CONSTRUCTION o CERTIFICATION FOR PRIVATELY OWNED FACILITIES TO BE PROVIDED BY ENGINEER OF RECORD. ELEVATION 2719.30 2720.1500 2718.66 0 , 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION DESCRIPTION CHISELED BOX 1/2" PLS2471 CHISELED X W VICTORY ROAD IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST L_I 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT ALL ELEVATIONS SHOWN ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND 88) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED ® IMPROVEMENTS SHOWN ON THESE PLANS. SITE INFORMATION cl 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE IDAHO PUBLIC WORKS INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY, OR 0 CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS. N 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH CITY OF MERIDIAN AND ALL UTILITY COMPANIES INVOLVED WITH REGARD TO N TOTAL SITE AREA 39.06 ACRES z RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION AND TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A 0o TOTAL NUMBER OF LOTS 60 LOTS �� TIMELY FASHION AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES O AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. z° _ NUMBER OF BUILDING LOTS 54 LOTS 5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND A COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB, ON-SITE AT ALL TIMES. N U NUMBER OF COMMON LOTS 6 LOTS o GROSS DENSITY 1.38 DU/AC 9L 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, ^ o RUMPLE LANE D --W HARRIS STREET TRAFFIC CONTROL, AND SECURITY. LL 0 or 7. IF DURING THE CONSTRUCTION PROCESS CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED m CONSULTANTS � a PARTIES, WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT o U) 0 THE ENGINEER IMMEDIATELY. o z o EX. PHASE 1 z O PROPERTY OWNER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER: o 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED KB HOMES IDAHO LLC. KIMLEY-HORN NATURAL RESOURCE SOLUTIONS, LLC cn w OTHERWISE. U 1414 W BANNOCK ST. 950 BANNOCK ST, SUITE 1100 5740 N. APPLEBROOK WAY => N BOISE, IDAHO 83702 BOISE, ID 83702 BOISE, ID 83713 z 9. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, IN ACCORDANCE WITH THE M.U.T.C.D. TO THE APPROPRIATE RIGHT-OF-WAY W LL CONTACT:SABRINA DURTCHI CONTACT: ABBEY HAHN, P.E. CONTACT:HARLEY R. NOE AUTHORITY (CITY, COUNTY, OR STATE) FOR APPROVAL, PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN, OR AFFECTING, THE O PHONE: (208) 250-6161 PHONE: (208) 917-4977 PHONE: (208) 850-4926 RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED o EMAIL:Abbey.Hahn®kimley-horn.com BY THE CONSTRUCTION ACTIVITIES. m LL DEVELOPER: 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED Q KB HOMES IDAHO LLC. SURVEYOR: PROJECT o N 1414 W BANNOCK ST. LAND SOLUTIONS IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED AND RELOCATED UNLESS � SPECIFICALLY NOTED OTHERWISE. w a BOISE, ID 83702 231 E 5TH ST, SUITE A LOCATION CONTACT:SABRINA DURTCHI MERIDIAN, ID 83642 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED PHONE: (208) 250-6161 CONTACT:CLINT HANSEN FROM THE SITE. O EMAIL:sdurtchi@kbhome.com PHONE: (208) 288-2040 W AMITY ROAD N Y 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE LL AGENCY CONTACTS CONSTRUCTION SITE, AND AVAILABLE TO THE IDAHO PUBLIC WORKS INSPECTOR AT ALL TIMES. AS-BUILT INFORMATION TO BE GIVEN TO ENGINEER UPON PROJECT COMPLETION. PLANNING: ELECTRIC: 13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, Q CITY OF MERIDIAN IDAHO POWER CONTACT THE CONSULTANT ENGINEER FOR CLARIFICATION, AND ANNOTATE THE DIMENSION ON THE AS-BUILT RECORD DRAWINGS. y CONTACT: SONYA ALLEN CONTACT: ETHAN MORGAN 14. ALL STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED, AT THE LIMITS OF CONSTRUCTION, PRIOR TO ANY OTHER N O c (208)-489-0579 (208)-388-2356 GROUND-DISTURBING ACTIVITY. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR, UNTIL SUCH Lu N z 16 TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. (/) � ENGINEERING: TELEPHONE: U) c) 00 CITY OF MERIDIAN CAMBRIDGE TELEPHONE VICINITY MAP 15. THE CONTRACTOR SHALL SEQUENCE INSTALLATION OF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTILITY CONFLICTS. IN w = a CONTACT: AMANDA MCNUTT CONTACT: DAN MORRIS GENERAL, STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF WATER LINES AND DRY UTILITIES. >_ (208)-489-0311 (208)-257-8240 N O F2T H < tl Q J NOT TO SCALE 16. ALL WORK WITHIN ROADWAY IS SUBJECT TO THE JURISDICTION OF THE ADA COUNTY HIGHWAY DISTRICT. Q p FIRE DEPARTMENT: Lu z - z E MERIDIAN FIRE DEPARTMENT STORM DRAIN: 17. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH Lu (n O Z O CONTACT: JOE BONIGIORNO ACHD MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE PERIOD = - Q (208)489-0458 CONTACT: REGINA CUNNINGHAM BETWEEN 7:00 A.M. AND 10:00 P.M. EVERYDAY UNLESS OTHERWISE APPROVED BY THE CITY. w 8 p N (208)-387-1681 �_ GAS SERVICE: SHEET INDEX 18. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS CONSISTENT WITH THE CONTRACTOR'S SCHEDULE INTERMOUNTIAN GAS CABLE: FOR THIS PROJECT, WHETHER SHOWN OR NOT SHOWN AS IT RELATES TO THE CONSTRUCTION ACTIVITIES CONTEMPLATED IN THESE PLANS. W � 0 W w _ m � CONTACT: BRYCE OSTLER SPARKLIGHT > 3 (208)-377-6812 CONTACT: TERRY ALSUP CO.00 COVER SHEET 19. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL TEMPORARY POWER, TELEPHONE AND WATER TO THE SITE, PAYING ALL FEES > J D w (208)-455-5548 EXCLUDING TAP FEES AND SYSTEM DEVELOPMENT FEES, REFERRING TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION AND DIMENSIONS O U 3 CO.10 GENERAL NOTES OF BUILDING EXITS, RAMPS, TRUCK DOCKS, AND UTILITY ENTRANCE LOCATIONS. / , >. LPL �-W, LL u C1.10 EXISTING CONDITIONS 20. IN GENERAL, LIMITS OF SITE WORK ARE UP TO THE FACE OF BUILDING. U Q J C1.20 EXISTING CONDITIONS C) 2 O y 21. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT nn C2.00 EROSION CONTROL COVER SHEET PORCHES, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. (V Q LL C2.10 EROSION CONTROL PLAN p 22. CONTRACTOR TO MAINTAIN ALL SHRUB AND GROUND COVER AREAS FREE FROM WEEDS AND UNDESIRABLE VEGETATION THROUGH ACHD CERTIFICATE OF COMPLIANCE CITY OF MERIDIAN c2.20 EROSION CONTROL PLAN MAINTENANCE PERIOD. THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS STANDARDS, SPECIFICATIONS C2.30 EROSION CONTROL DETAILS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE & DRAWINGS C3.10 OVERALL SITE UTILITY PLAN ACHD POLICY AND STANDARDS IN EFFECT AT THE TIME OF C3.20 OVERALL SITE UTILITY PLAN PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD C4.10 GRADING PLAN ASSUMES NO LIABILITY FOR ERRORS OR DEFICIENCIES IN �■ �■ THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL F �..+ C4.20 GRADING PLAN BE APPROVED IN WRITING. THE FOLLOWING VARIANCES, ' LISTED BY DATE AND SHORT DESCRIPTION, WERE tip. C5.00 PAVING & UTILITY KEY MAP CN N CN N N 3 APPROVED FOR THE PROJECT: NONE. r C5.10 UTILITY PLAN & PROFILE N N N z 3 C5.20 UTILITY PLAN & PROFILE O C5.30 UTILITY PLAN & PROFILE (n ul C5.40 UTILITY PLAN & PROFILE LuU) c� J Q C5.50 UTILITY PLAN & PROFILE Q a C6.10 PRESSURE IRRIGATION PLAN U) z a C7.10 PAVING PLAN & PROFILE w C7.20 PAVING PLAN & PROFILE Lu co C7.30 PAVING PLAN & PROFILE � � 2 O 0� z o Q Q m O w a C7.40 PAVING PLAN & PROFILE O J00 O a C8.10 DETAILS m m z eo w 9 _z C9.10 LIGHTING & SIGNAGE PLAN z Lu Lu w �O CO m 0 U a a o LO.01 LANDSCAPE COVER < w = 0 a 0 0 U d _ uj c L1.01 LANDSCAPE PLAN SEAL L LL L1.02 LANDSCAPE PLAN � J c U Q L� � L1.03 LANDSCAPE DETAILS wi o��c�S VOCENSF��C�y� � a O _ _m m8670 o `m Lp 1/14/2022 P� o a 0 w i oo 0 9 lF OF GA ILNP�� o CAUTION: NOTICE TO CONTRACTOR 6� .3 Krwwwhars below. o U Call before you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES m ° CALL 2 BUSINESS DAYS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE IN ADVANCE BEFORE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING Y YOU DIG,GRADE,OR EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 SHEET Q 1 MARKING OF EXCAVATE FOR THE HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE C0.00 t UNDERGROUND RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE MEMBER UTILITIES PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GENERAL CONSTRUCTION GENERAL NOTES ADA NOTES 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 1. ALL HANDICAP PARKING STALLS SHALL BE PAINTED AND SIGNED IN STRICT ACCORDANCE WITH CURRENT ADA STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO CONTRACTOR SHALL COMPLY WITH IDAHO CODE CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES STANDARDS AND LOCAL REGULATIONS. ALL HANDICAP RAMPS AND ACCESSIBLE RAMPS SHALL BE CONSTRUCTED IN THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE STRICT ACCORDANCE WITH CURRENT ADA STANDARDS AND LOCAL REGULATIONS. HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE COMMENCING WORK. THEY AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR A. THE FOLLOWING CRITERIA SHALL APPLY TO ALL CONSTRUCTION WITHIN THE LIMITS OF THIS PROJECT. MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 HOURS BEFORE B. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND COMMENCING ANY UNDERGROUND WORK AT 811 OR 208-342-1585. 2.0 PERCENT. THE SLOPE SHALL BE MEASURED PERPENDICULAR TO THE DIRECTION OF TRAVEL. DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IDAHO STANDARDS FOR C. THE GRADES WITHIN HANDICAP PARKING STALLS SHALL NOT EXCEED 2.0 PERCENT MEASURED IN ANY FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS PUBLIC WORKS CONSTRUCTION (ISPWC).FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. ( ) DIRECTION. HANDICAP PARKING STALLS SHALL HAVE AN ACCESSIBLE ROUTE, AS NOTED BELOW, TO THE 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON 3. CONTRACTOR SHALL REPAVE TO EXISTING GRADES ANY PAVED AREAS DISTURBED BY CONSTRUCTION. BUILDING ENTRY AS SHOWN ON THE DRAWINGS. SITE AT ALL TIMES. 2. ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5.0 PERCENT. ACCESSIBLE ROUTES 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COMPACTION TESTS FOR SUBGRADE AND PAVEMENT IN EXCEEDING 5.0 PERCENT SHALL BE CONSTRUCTED WITH RAMPS AND HANDRAILS HAVING A MAXIMUM SLOPE OF CONFERENCE PRIOR TO START OF WORK. ACCORDANCE WITH CITY OF MERIDIAN BACKFILL STANDARDS. 8.33 PERCENT FOR A MAXIMUM RISE OF 30 INCHES. A 5-FOOT BY 5-FOOT LANDING PAD WITH A MAXIMUM 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE ( WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. SLOPE OF 2 PERCENT IN ANY DIRECTION) SHALL BE CONSTRUCTED AT THE BOTTOM AND TOP OF ALL RAMPS. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 5. ALL NON-COMPACTABLE MATERIALS SHALL BE REMOVED PRIOR TO COMPACTION OF SUBGRADE. 3. ALL SITE DIRECTIONAL SIGNS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 7-FEET AS MEASURED FROM THE CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 6. CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS. GROUND TO THE BOTTOM OF THE LOWEST SIGN. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 4. ALL ACCESSIBLE ROUTES THAT CROSS A VEHICULAR DRIVE SHALL CONTAIN A DETECTIBLE WARNING IN STRICT AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH 7. SITE TOPOGRAPHIC SURVEY AND ROAD TOPOGRAPHIC SURVEY PROVIDED BY DIAMOND LAND SURVEYING, LLC. ACCORDANCE WITH CURRENT ADA STANDARDS AND LOCAL REGULATIONS WHETHER OR NOT A RAMP IS NEEDED. z PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 06 29 0 GENERAL CONSTRUCTION NOTE NO. 1. ( / /2021)• 5. THE MAXIMUM VERTICAL GRADE DIFFERENTIAL BETWEEN SURFACES ALONG AN ACCESSIBLE ROUTE SHALL BE A a 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING MAXIMUM OF %-INCH. � TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT 8. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF THE TEMPORARY BENCHMARKS, PAVEMENT MATCH PAVING. LOCATIONS, AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE ALL CONCRETE FORMS THAT ARE PART OF ANY DESIGNATED ACCESSIBLE ROUTE, U) 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE STORE FRONT, HANDICAP PARKING SPACE OR RAMP SURVEYED BY A LICENSED SURVEYOR AND SUBMITTED TO o PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE 9• THE CITY OF MERIDIAN MAY OPT TO HOLD A PRE-CONSTRUCTION MEETING FOR THIS PROJECT. IF SO, THEN NO THE ENGINEER TO VERIFY GRADES AND CROSS SLOPES PRIOR TO PLACEMENT OF ANY CONCRETE. THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK ACCEPTABLE MANNER ACCORDANCE CONSTRUCTION SHALL BEGIN BEFORE THE PRE-CONSTRUCTION MEETING WITH THE CITY OF MERIDIAN, WHICH THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS AND DAMAGES FOR IMPROVEMENTS INSTALLED OR WITH THE DEQ/ROPE APPROVED CONSTRUCTION PLANS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO ATTEND. OTHERWISE IMPACTED BY WORK NOT APPROVED BY THE ENGINEER. w 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 10. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE ADA COUNTY HIGHWAY DISTRICT (ACHD) ENGINEERING GRADING NOTES 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN PRIOR TO COMMENCING CONSTRUCTION IN ANY ACHD RIGHT-OF-WAY. PLEASE ALLOW MINIMUM OF 48 HOURS FOR PROCESSING OF APPLICATION. ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 11. ALL UNDERGROUND UTILITIES AND SERVICE LINES SHALL BE INSTALLED AND TESTED PRIOR TO STREET 1. CONTOURS ON SIDEWALKS AND PRIVATE/PUBLIC ROADWAYS ARE TO FINISH GRADE. a CONSTRUCTION AND ON-SITE PAVING. �* 2. FOR GROUND TREATMENT OF ALL OPEN AREAS WITHIN THE PROJECT SITE, REFER TO LANDSCAPE PLANS. WATER NOTES 12. DISTURBANCES TO THIS SITE WILL REQUIRE AN APPROVED EROSION AND SEDIMENT CONTROL PERMIT FROM THE CITY OF MERIDIAN. 3. FIELD DENSITY TESTS SHALL BE TAKEN AT REGULAR FREQUENCY AS REQUIRED IN THE GEOTECHNICAL REPORT AND SPECIFICATIONS. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 13. IN ADDITION, ALL OWNERS AND CONTRACTORS INTENDING TO DISTURB ONE ACRE OR MORE OF GROUND AS PART IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN OF CONSTRUCTION ACTIVITIES SHALL DO THE FOLLOWING: 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE DRINKING WATER SYSTEMS ( A.FILE A NOTICE OF INTENT (N01) WITH EPA'S CONSTRUCTION GENERAL PERMIT (CGP). AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. GENERAL CONSTRUCTION NOTE NO. 1. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, B. PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP). N C. INSTALL SIGNAGE PER THE CGP. � STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A 5. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO cv D. MAINTAIN ON-SITE COPIES OF THE NOI, CGP, AND SWPPP. THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING POTABLE WATER MAIN AND NON POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF m E. COMPLY WITH REQUIREMENTS OF CGP AND SWPPP INCLUDING DOCUMENTING THAT ALL INSPECTIONS AND O Z 04 C)VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER MONITORING HAVE BEEN PERFORMED. MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND O RULES (IDAPA 58.01.16). F. FILE A NOTICE OF TERMINATION (NOT) WHEN ON-SITE WORK IS COMPLETE AND PERMANENT EROSION AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO z 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER SEDIMENTATION CONTROL MEASURES ARE IN PLACE AND FUNCTIONING. TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS. MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND 15. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER OF RECORD, AND THE CITY OF MERIDIAN. 6. SOD OR SEED/MULCH MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING c U NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 16. WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION BEFORE CERTIFICATE OF COMPLETION IS ISSUED, THE OWNER'S FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID co c DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). ENGINEER SHALL COLLECT AND NEATLY RECORD ACCURATE "AS-CONSTRUCTED" RECORD INFORMATION AND DISCHARGES. 0 N 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A PREPARE COMPLETE SEALED RECORD DRAWINGS IN ACCORDANCE WITH THE CITY'S RECORD DRAWINGS 7. THE CONTRACTOR MUST CONSTRUCT AND MAINTAIN A PERMANENT VEGETATIVE PROTECTIVE COVER FOR EROSION STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). REQUIREMENTS. RECORD DRAWINGS ARE THE RESPONSIBILITY OF THE OWNER'S ENGINEER. HOWEVER THE AND SEDIMENT CONTROL ON ALL LAND SURFACES EXPOSED OR DISTURBED BY CONSTRUCTION OF THE PERMITTED °m 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER CONTRACTOR SHALL SUBMIT A COPY OF REDLINED AS-BUILT DRAWINGS TO THE OWNER'S ENGINEER IN ORDER TO PROJECT. THE PROTECTIVE COVER MUST BE INSTALLED WITHIN FOURTEEN DAYS AFTER FINAL GRADING OF THE o U] CD USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL VERIFY ALL FIELD CHANGES WITHIN 15 DAYS OF COMPLETION OF THE WORK. AFFECTED LAND SURFACE. F z COORDINATE WITH THE PUBLIC WORKS INSPECTOR. a O 8. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE SEWER NOTES ACHD NOTES THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND OR OTHER FINAL LANDSCAPE PLANTING IS WELL - U ESTABLISHED. N U) LL 1. ANY REQUEST FOR VARIANCE OF DISTRICT POLICY MUST BE MADE IN WRITING AND REFERENCE THE APPROPRIATE 9. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT Y O 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA SECTIONS OF THE ACHD POLICY MANUAL OR ISPWC. TO BE VALID, THE DISTRICT MUST APPROVE THE VARIANCE COMPACTED AND DO NOT CONTAIN COMPACTED BASE MATERIAL. THE CONTRACTOR SHALL ALSO EXCAVATE AND ° ( ) REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED. m LL 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. m 1 REQUEST IN WRITING. 0 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, 2. ANY PRIVATE SEWER, WATER OR OTHER NON-PUC REGULATED UTILITY ARE PROHIBITED FROM BEING LOCATED 10. STRIP TOPSOIL AND ORGANIC MATTER AND PAVING MATERIAL FROM ALL AREAS UNDER BUILDING AND PAVED C a STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FORA WITHIN THE RIGHT-OF-WAY. SURFACES. TOPSOIL MAY BE STOCKPILED ON SITE FOR REPLACEMENT ON SLOPES IN GREEN AREAS. STOCKPILED TOP SOIL MAY NEED TO BE AMENDED TO MEET PROJECT SPECIFICATION SECTIONS. w\ POTABLE WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF 3. ANY IRRIGATION FACILITIES SHALL BE RELOCATED OUTSIDE OF THE RIGHT-OF-WAY. VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE 11. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS O IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER 4. ALL UTILITY RELOCATION COSTS ASSOCIATED WITH IMPROVING STREET FRONTAGES ABUTTING THE SITE SHALL BE WATERTIGHT. RULES (IDAPA 58.01.16). BORNE BY THE DEVELOPER. 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER 5. IN ACCORDANCE WITH DISTRICT POLICY, 7203.3, THE APPLICANT MAY BE REQUIRED TO UPDATE ANY EXISTING 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-COMPLIANT PEDESTRIAN IMPROVEMENTS ABUTTING THE SITE TO MEET CURRENT AMERICANS WITH DISABILITIES NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE 13. UNLESS OTHERWISE SHOWN, NO PROPOSED SLOPE SHALL EXCEED THREE (3) HORIZONTAL TO ONE (1) VERTICAL. ALL CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC ACT (ADA) REQUIREMENTS. THE APPLICANT'S ENGINEER SHOULD PROVIDE DOCUMENTATION OF ADA COMPLIANCE TO SLOPED AREAS MUST BE PROTECTED FROM EROSION. DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). DISTRICT DEVELOPMENT REVIEW STAFF FOR REVIEW. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE 6. REPLACE ANY EXISTING DAMAGED CURB, GUTTER AND SIDEWALK AND ANY THAT MAY BE DAMAGED DURING THE 14. IF STRIPPED MATERIALS CONSISTING OF VEGETATION AND ORGANIC MATERIALS ARE STOCKPILED ON THE SITE, y LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). CONSTRUCTION OF THE PROPOSED DEVELOPMENT. CONTACT INSPECTION SERVICES AT 387-6284 (WITH FILE TOPSOIL MAY BE PLACED TO A HEIGHT OF FIVE FEET. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE O STOCKPILE AND THE STOCKPILE SHALL BE SEEDED WITH NATIVE SEED MIX IMMEDIATELY AFTER STRIPPING N CV NUMBER) FOR DETAILS. OPERATIONS ARE COMPLETE. LLI Nt z N d co ROADWAY 7. UTILITY STREET CUTS IN PAVEMENT LESS THAN FIVE YEARS OLD ARE NOT ALLOWED UNLESS APPROVED IN WRITING 15. ON-SITE MATERIALS SUITABLE FOR FILL BENEATH DRIVES AND PARKING AREAS BEYOND 5 FEET OF THE BUILDING W Q 0 a BY THE DISTRICT. CONTACT THE DISTRICT'S UTILITY COORDINATOR AT 387-6258 (WITH FILE NUMBERS) FOR SHALL BE COMPACTED IN ACCORDANCE WITH GUIDELINES PRESENTED IN THE SOILS REPORT. T_ Q 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A DETAILS. 16. SPOT ELEVATIONS SHALL TAKE PRECEDENCE OVER CONTOURS AND SLOPES SHOWN. THE CONTRACTOR SHALL NOTIFY LLL Q . Q J RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY 8. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT POLICY THE ENGINEER OF SPOT ELEVATIONS THAT DO NOT APPEAR TO BE CONSISTENT WITH THE CONTOURS AND SLOPES. r z 0 Z T CONSTRUCTION. MANUAL, ISPWC STANDARDS AND APPROVED SUPPLEMENTS, CONSTRUCTION SERVICES PROCEDURES AND ALL SPOT ELEVATIONS AND SPECIFIC PROFILE DESIGN SHALL BE USED FOR SETTING ELEVATIONS OF CURB, GUTTER, AND Y 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE APPLICABLE ACHD ORDINANCES UNLESS SPECIFICALLY WAIVED. AN ENGINEER REGISTERED IN THE STATE OF IDAHO UTILITIES. O U) O Q O THE PIPE ZONE. SHALL PREPARE AND CERTIFY ALL IMPROVEMENT PLANS. z W > p .`0 17. BENCHMARK VERIFICATION: CONTRACTOR SHALL USE BENCHMARKS AND DATUMS SHOWN HEREON TO SET PROJECT _ N 9. CONSTRUCTION, USE AND PROPERTY DEVELOPMENT SHALL BE IN CONFORMANCE WITH ALL APPLICABLE BENCHMARK(S), BY RUNNING A LEVEL LOOP BETWEEN AT LEAST TWO BENCHMARKS, AND SHALL PROVIDE SURVEY J L - � PRESSURIZED IRRIGATION REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT PRIOR TO DISTRICT APPROVAL FOR OCCUPANCY. NOTES OF SUCH TO PROJECT ENGINEER PRIOR TO COMMENCING CONSTRUCTION. Q 0 W W IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES WITHIN THE RIGHT-OF-WAY. THE 10. - m \ 3 CONTRACTOR AT NO COST TO ACHD SHALL REPAIR EXISTING UTILITIES DAMAGED BY THE CONTRACTOR. THE 18. CONTOURS ON SIDEWALKS AND PRIVATE/PUBLIC ROADWAYS ARE TO FINISH GRADE. w J / 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH 1 C� ui IT IS BEING CONSTRUCTED. CONTRACTOR SHALL CALL DIGLINE (1-800-342-1585) AT LEAST TWO FULL BUSINESS DAYS PRIOR TO BREAKING 19. FOR GROUND TREATMENT OF ALL OPEN AREAS WITHIN THE PROJECT SITE, REFER TO LANDSCAPE PLANS. Z C) �y 3 LL 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM GROUND WITHIN ACHD RIGHT-OF-WAY. THE CONTRACTOR SHALL CONTACT ACHD TRAFFIC OPERATIONS 387-6190 LL >_ LL LL AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF SPARE OR FILLED) ARE COMPROMISED DURING ANY PHASE OF CONSTRUCTION. 20. FIELD DENSITY TESTS SHALL BE TAKEN AT REGULAR FREQUENCY AS REQUIRED IN THE GEOTECHNICAL REPORT AND IN THE EVENT ANY ACHD CONDUITS Q J �/ ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. ( SPECIFICATIONS. Q 11. THE MAXIMUM CROSS SLOPE OF ANY SIDEWALK, PEDESTRIAN ACCESS OR STORE FRONT SHALL NOT EXCEED 2.0 U = O DRAINAGE D SCATTERING IN THE PERCENT. THERE ARE NO TOLERANCES ALLOWED. 21 AIR DURING ACTCONSTRUCTION OR SHALL BE RAND OSHALL PROVIDE NSIBLE FOR EWATER RSSPRIOL O KLIINGTORNOTHER SUITABLE D DIRT RISING NMETHODS OF CONTROL. QLL 12. CONSTRUCT ALL PAVEMENT MATCHES (INCLUDING DRIVEWAY APPROACHES AND UTILITY CUT STREET REPAIRS) THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. o WITHIN ACHD RIGHT-OF-WAY TO MATCH THE EXISTING STREET PAVEMENT SECTION OR TO USE THE FOLLOWING: (7 1. FOR ANY DRAINAGE FACILITIES WITHIN A PUBLIC RIGHT OF WAY, ACHD OR ITD SHALL BE RESPONSIBLE FOR COLLECTOR, LOCAL COMMERCIAL, AND LOCAL INDUSTRIAL ROADWAYS SHALL BE SP-3, 0.50 INCH (Y2") MIX, 22. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO INSPECTION. FOR ANY PRIVATE DRAINAGE FACILITIES THE PROJECT ENGINEER OR ARCHITECT SHALL BE THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING RESPONSIBLE FOR INSPECTION AND CERTIFICATION OF DRAINAGE FACILITIES; HOWEVER ANY ROOF DRAINAGE AND PG-64-28 THREE INCHES (3") THICK, AS A MINIMUM WITH 4" OF 3/4" BASE AND 20" OF 6" MINUS PIT RUN SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS PIPING TO THE DRAINAGE FACILITIES WILL BE INSPECTED BY THE MERIDIAN PLUMBING OFFICIAL UNDER THE GREATER. MINOR ARTERIAL ROADWAYS (PINE AVE) SHALL BE SP-3, 0.50 INCH (1/2") MIX. PG-64-28 FIVE INCHES MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND APPROPRIATE PERMIT. DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO (5") THICK AS A MINIMUM WITH 4" OF 3/4" BASE AND 25" OF 6" MINUS PIT RUN. TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS. 13. 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. 23. ALL UTILITIES (MANHOLES, VALVE COVERS, CLEANOUTS, VAULTS, BOXES, ETC.) SHALL BE ADJUSTED TO FINAL A. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET GRADE PRIOR TO THE FINAL LIFT OF ASPHALT. N N N z 3 AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. C:) 0 0 z B. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR 24. ALL EARTH MOVING AND PLACEMENT OPERATIONS SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS 3 SHALL REPLACE THE ENTIRE ROADWAY SURFACE. IDENTIFIED IN THE GEOTECH REPORT. THE CONTRACTOR SHALL HAVE A SIGNED AND SEALED COPY OF THE GEOTECH _ C. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE REPORT ON THE SITE AT ALL TIMES. r r r l^ ul WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. v/ D. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED 25. THE CONTOURS SHOWN REPRESENT FINAL GRADE. THE TOP 6 INCHES OF MATERIAL IN THE LANDSCAPE AREAS uj Q UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. SHALL BE TOP SOIL AS SPECIFIED IN THE LANDSCAPE PLANS. Q E. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE U 26. GRADES WITHIN ASPHALT AND/OR CONCRETE PARKING AREAS SHALL BE CONSTRUCTED TO WITHIN 0.10 FEET OF cn CONSTRUCTION BEGINS. / THE DESIGN GRADE. HOWEVER, THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES TO INSURE NO a STANDING WATER. ALL CURBS SHALL BE BUILT IN ACCORDANCE TO THE PLAN. CURBS OR PAVEMENT AREAS WHICH w DO NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. _ _ `o 27. SPOT ELEVATIONS REPRESENT FLOW LINE OR TOP OF ASPHALT UNLESS OTHERWISE NOTED. Q Q m o ui z w a o a 2 28. WHERE NEW CURB AND GUTTER IS BEING CONSTRUCTED ADJACENT TO EXISTING ASPHALT OR CONCRETE PAVEMENT, m o 00 � o N THE FOLLOWING SHALL APPLY: PRIOR TO PLACEMENT OF ANY CONCRETE THE CONTRACTOR SHALL HAVE A p 00 z 00 } LICENSED SURVEYOR VERIFY THE GRADE AND CROSS SLOPE OF THE CURB AND GUTTER FORMS. THE CONTRACTOR 00 w o m o g SHALL SUBMIT THE SLOPES AND GRADES TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. z z Y w O THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY SECTION WHICH DOES NOT CONFORM TO THE a a DESIGN OR TYPICAL CROSS SECTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CURB AND GUTTER w = Q POURS WITHOUT THE APPROVAL OF THE ENGINEER. p p U d 29. CONTRACTOR SHALL REFER TO GEOTECHNICAL INVESTIGATION PREPARED BY NATURAL RESOURCE SOLUTIONS, LLC SEAL DATED 08/03/2020 AND 02/17/2021 � J c U Q L ASS�0 NA L F,yc/ � a LLJ N m8670 o Lp 1/14/2022 OP C a 00 o lF OF a co CC O L CA I L NPR J � 3 N U s p m N Q m V [Q Y E SHEET 10 N 0 CL � Co.• GRAYCLIFF ESTATES SUBDIVISION NO. 2 BOOK , PAGE 0 LOCATED IN THE SE 114, AND THE NE 1 /4 OF THE SW 114 OF SECTION 25, T. 3N., R. 1W., B.M., co CITY OF MERIDIAN, ADA COUNTY, IDAHO 2022 W Q G BILTMORE ESTATES SUBQ. NO. 3 UNPLATTED -- BK11, PGS 16460-164$2 a CP&F INST. NO. { SEE CONTINUATION - THIS SHEET 2019-115459 � 26 25 2647.83' POINT OF W. HARRIS ST. O. 9 INST. 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THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. a a r I � `� r J 0 W LIJ ® FOUND ALUMINUM GAP MONUMENT ¢ a 589'32 35 E o - - I - Aa p� 3. I o S89'32 35 E o o 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,GRAYCLIFF a o 25 4278 sf �� -o I ��4278 FOUND BRASS CAP MONUMENT z _ �.,589'32"35 E_ 589'32 35 E r7 Z > ESTATES HOMEOWNERS ASSOCIATION INC.PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE 5 FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE AND THE '93.4p' `r °o rn 93,02 -. J 3 { � rn 18 ^ 17 � 30' 30' z U) U) 1 TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. FOUND 518"REBAR WITH PLS 11118 33 o T _ U LJJ t I S89'32'35 E I w I S83'32 35 E o ® PLASTIC CAP,OR AS NOTED I a n [>> 58- 3 � � 5864 sf p I �a � 3 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS I EFFECT AT THE TIME OF THE RE SUBDIVISION. 4413 sf 24 `� &3.25, '62.76'- ��� 10 437E sr U- LPL L.L SET 112"REBAR WITH PLS 11118 1Q3..08'.- s C C' -.LDO.24_t� E 4-IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805{1}{b). THIS SUBDIVISION FALLS WITHIN THE THE BOISE-KUNA O J _ r'�, t �,�♦ Q J Q IRRIGATION DISTRICT,AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID IRRIGATION DISTRICT. PLASTIC CAP S8T32 35 E ' ` W. LYRA ST, °j�ss9'32'35 E �/ SET 518"REBAR WITH PLS 11118 483f sf �! sr - - q tGS 4739 sf LJ_ C) = 0 5-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF ® I�� I� 23 � �,s y�. S$9'04'16"E 126.00' � Q �n PLASTIC CAP J 104.9-4' 2O C23 C22 f 4�s _143.3]'_. V Q LL MERIDIAN. J ❑ CALCULATED POINT a 589'32 35 E o ���`�� "43.37' 46.00' 3fi•64'- r�a� I n 589'32 35 E a C14 / 6-MAINTENANCE OF ANY IRRIGATION, DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS I= I a8i9 si 22 5 1$ r 17 16 �I 15 14 478i st 12 o Ur f� ASSUMED BY AN IRRIGATIONIDRAINAGE ENTITY. - - -- SECTION LINE [v z 19 I� L28 1i14.5.�._� L27 j�d•! _J Q3.6�'._. 0 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503,RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR - - z 00 ro" fQ" o h �- �� - a CENTER LINE N w r - r F �, irl ir7 00 �`fi fr•; I�r j � S$9'32 35 E 128.69' E EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL xv r S$9'32 35 E 129.5fi �Ny f r, I� .rn ' ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION,FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT - - - - - - - - cm PUBLIC UTILITY,PRESSURE IRRIGATION 1 W I co fiP sf 21 y � I�� L5' gL�C+K 15 •r I��2 sy I� 13 715d sl BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION &LOT DRAINAGE EASEMENT LINE 50.00' -129.16- `49.70' 46.O0'1 46.00'' i46.0O'i 146.00'' Iu� -129.15`- - N SEE NOTES 1 &2 OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. J I 16' s N89'04'16»W 542.02' 1a' 8-LOT 16, BLOCK 1;LOTS 6, 14,20 AND 33,BLOCK 5 AND LOT 8,BLOCK 6 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE GRAYCLIFF ADA COUNTY HIGHWAY DISTRICT I c I ESTATES HOMEOWNERS ASSOCIATION INC.,OR IT'S ASSIGNS,AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOT STORM WATER DRAINAGE EASEMENT I a 4 LA 1,BLOCK 2 IS RESERVED FOR A CITY OF MERIDIAN WELL LOT. LOT 2,BLOCK 2 IS RESERVED FOR A CITY OF MERIDIAN PARK. ALL OTHER LOTS IN THIS SUBDIVISION ARE LINE,SEE NOTE 9 I I�r-_� UNPLATTED 1 (� FOR SINGLE FAMILY DWELLINGS. ADA COUNTY HIGHWAY DISTRICT �r� ��G 'A4 N N N 3 9-PORTIONS OF LOT 16,BLOCK 1,LOTS 28 THROUGH 31,BLOCK 5,AND LOTS 13 THROUGH 16,BLOCK 6 AS SHOWN HEREON ARE SERVI ENT TO AND CONTAIN THE ACHD PERMANENT EASEMENT LINE PER =�i { o 0 o Z STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT INSTRUMENT NO.= I CLINTON W. HANSEN 0. -� 0 3 RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET `•� o OTHER EASEMENT LINE AS NOTED � PLS 11118 �j, 01 p� a _ FORTH IN FULL{THE"MASTER EASEMENT"}, THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION �y U) 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. SUBDIVISION BOUNDARY LINE ql Q�' Gr e0F � �� w Q U 10-DIRECT LOT OR PARCEL ACCESS TO W. HARRIS STREET AND S.OAKBRIAR WAY IS PROHIBITED. LOT LINE 25 1/4 ��IV H�' J a 11-SEE RECORD OF SURVEY NO. 12018,RECORDS OF ADA COUNTY, IDAHO,FOR ADDITIONAL DATA OF RECORD. ADJACENT PROPERTY LINE 36 W. AIuIIIY I�B. W U Z a 12-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS,CONDITIONS AND RESTRICTIONS FOR GRAYCLIFF ESTATES SUBDIVISION RECORDED AS INSTRUMENT NO. 15 LOT NUMBER O RECORDS OF ADA COUNTY, IDAHO AND AS SUCH MAY BE SUBSEQUENTLY AMENDED. CP&F INST. 7 2019-091627 w 13-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. are �lutions 2021-152867,RECORDS OF ADA COUNTY,IDAHO. � Z o 14-LOTS 14 AND 20,BLOCK 5 ARE SUBJECT TO BLANKET GRASS ACCESS EASEMENTS FOR DRIVEWAY ACCESS TO ADJACENT LOTS 11-13 AND 21-23 OF BLOCK 5. THE Q Q m O > J RIGHTS,USES,AND CONDITIONS OF SAID EASEMENTS ARE TO BE DEFINED IN THE CC&R DOCUMENTS FOR GRAYCLIFF ESTATES SUBDIVISION. SURVEY NARRATIVE 00 o 15-THIS SUBDIVISION IS SUBJECTTO AN EXISTING WILLIAMS NORTHWEST PIPELINE CORP. EASEM ENT AS SHOWN,RESERVED BY RIGHT-OF-WAY CONTRACT Land Surveying and Consulting m m 0 00 U) 0 N INSTRUMENT NO.381912.THE LOCATION OF SAID EASEMENT 15 SHOWN BASED UPON FLAGGING SET IN THE FIELD BY WILLIAMS NORTHWEST PIPELINE REPRESENTATIVE THE BOUNDARY FDR THIS SUBDIVISION WA5 DEVELOPED FROM SURVEYED m 0 z M w U 26 AT THE APPROXIMATE MAINLINE LOCATION.THE 75'WIDTH SHOWN IS BASED UPON SURROUNDING SUBSEQUENT DEED RIGHT-OF-WAY RESERVATIONS AND TIES TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED 231 E. 5TH ST., STE. A z z LLJ w U rn m o .L CONFIRMATION BY WILLIAMS PIPELINE REPRESENTATIVE SETH BAN DURRAGA,BEING 20'SOUTHERLY OF AND 55'NORTHERLY OF THE MAIN LINE.ACCESS TO MAINTAIN SUBDIVISION BOUNDARY OF GRAYCLIFF ESTATES SUBDIVISION NO. 1, MERIDIAN, ID 83642 � 2 v o co zz o THE 75'PIPELINE EASEMENT 15 PROVIDED BY WAY OF W.HARRIS STREET. BILTMORE ESTATES SUBDIVISION NO.3, INFORMATION FROM RECORD OF (208)288-2040 fax(208)288-2557 z o 16-THIS PROPERTY IS SUBJECT TO THE RELOCATION AGREEMENT AND CONFIRMATION DEED,CONTRACT NO.8-07-11-L3978,WITH THE UNITED STATES DEPARTMENT OF SURVEY NUMBERS 7547, 12D18 AND 12859,AND CURRENT DEEDS OF www.landsolutions.biz U Q THE INTERIOR BUREAU OF RECLAMATION,DATED DECEMBER 31,2018,AND ENTERED INTO BY AND BETWEEN THE UNITED STATES OF AMERICA,STAR DEVELOPMENT, RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING = 2 INC.,AND VICTORIA ANN LAIDLAW.THE AGREEMENT RELOCATES A PORTION OF THE EASEMENT FOR THE SUNDELL LATERAL TO THE AREA AS SHOWN NEAR THE BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO SEAL LL WESTERLY BOUNDARY OF THE SUBJECT PROPERTY. ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. SHEET 1 OF 4 a) L JOB NO. 21-29 U Q L N /lr C V y W � � a 0 " m Y � o O a 00 U Q W o c L � J L � 3 N U t N Q o Y ; SHEET U w w "0 1 1 L 0 0- C0.20 GRAYCLIFF ESTATES SUBDIVISION NO. 2 BOOK , PAGE 0 a U co W 0 W Q 0 a 00 W N LINE TABLE CURVE TABLE Q 00 2 z LINE # LENGTH DIRECTION CURVE # LENGTH RADIUS DELTA BEARING CHORD . O L1 25.00' S25'08'29'E C1 144.78' 425.00' 19'31'08" S52'46'09"W 144.08' 73 L2 18.00' S25'09'11'°E C2 258.33' 675.00' 21'55'41" 553'58'26"W 256.76' o U L3 27.06' N89'35'02"W C3 46.23' 70.00' 37'50'18" 519'22'34"W 45.39' co c NN L4 21.99' N4319'23"E C4 56.06' 675.00' 4'45'29" N88'02'1 YE 56.04' A L.L 0 L5 23.33' S44'32'35"E C5 290.33' 700.00' 23'45'51" N76'49'02"E 288.26' 0 ) L6 23.33' N45'27'25"E C6 20.97' MOM' 1'43'D1" N89'33'28"E 20.97' Z ICU 0 U 25.00' S89'32'35"E C7 93.75' 60-00' 89'31'42" S4418'25"E 84.50' cn a U L8 10.00' S89'32'35"E C8 94.74' 60.00' 90'28'18' N45'41'35"E 85.20' �y � L.L L9 25.00' S89'32'35'E C9 66.04' 100.00' 37'50'18" S1922'34"W 64.85' a O c L10 8.00' NO'27'25'E CID 1 113,64' 675.00' 9'38'45" N47'49'58"E 113.50' m LL L11 23.33' S44'32'35"E C11 388.80' 675.00' 33'00'08" N69'09'25"E 383.44' o Q a L12 23.33' N4527'25"E C12 258.96' 725.60' 20'27'56" N75"21'49"E 257.59' L13 30.00' S89'32'35"E C13 46.88' 30.00' 89'31'42'° S4418'25"E 42.25' 0 L14 30.00' S89'32'35"E C14 47.37' 30.00' 90'28'18' N45'41'35"E 42.60' L15 30.00' S51'42'17"E C15 9.86' 130.00' 4'20'49" 5237'50"W 9.86' 0- L16 30.00' S51'42'17'E C16 47.87' 130.00' 21'05'52° S15'21'11'W 47.60' L Q 3 L17 186.00' S8932'35"E C17 28.12' 130.00' 12'23'36" 532'05'55"W 28.06' a t L18 186.00' S89'32'35'E C18 37.61' 90.00' 2356'26" N1225'38"E 37.33' N N 0 L19 186,00' S8932'35"E C19 5.17' 90,00' 3'17'24" N26'02'33"E 5.17' (w M z L20 15A0' SO'27'25"W C20 39.71' 90.00' 25'16'47" N40'19'39"E 39.39' �� w = O L21 87.34' SO'55'44"W C21 50.25' 90.00' 31'59'27'° N68'57'46"E 49.60' 7 0- Q O L22 41.34' ST55'44"W C22 9.38' 90.00' 5*58'15" N87'56'36"E 9.37' L J z � z Y L23 46.00' 5O'55'44'W C23 2.63' 90.00' 1'40'37" 588'13'S8"E 2.63' U (n O Q 0 o L24 57.11' SO'55'44nW C24 53.22' 90.00' 3352'54A S70'27;12nE 52.45' w > C s L25 87.96' SO'55 44 W C25 37.20 90.00 23'4O 51 S41'40 20 E 36.93 0 W w 3 L26 60.57' 5O'55'44"W C26 4.62' 90A0' 2 56'21" 528 21'44"E 4.62' J Z w o L27 25.00' S8932'35"E C27 42.96' 90.00' 27'20'59" S131SOCE 42.55' U N J ILL L.L L28 25.00' S8932'35"E C28 20.23' 725.00' 1'35'S5" N8447'50"E 20.23' Q LL L29 18.17' S6'14'03"E C29 73.11' 725.00' 5'46'40" N81'06'32"E 73.0$' Z J Q U C) O L30 73A0' N83'45'57"E UL. O Q L.L 0 L31 21.56' N6'14'03"W o 0 a E a m `o a NA4 LAN q-�G d�4 0 0 0 Z Q D N N N 3 CLINTON W. HANSE � 1 U O 0 PLS 11118 .+,DI p c / J Q TAN w Hp, Q o U Z a Cn C� w � U O_ W LU in of z o LLa n Q Q m o W ¢ O o 00 Land?Iutions veying and Consulting m m0 00 � 0 .N o z ao w 231 E. 5TH ST., STE. A z z LU U rn m .o MERIDIAN, ID 83642 c7 v LLJ o co Q y (208)288-2040 fax(208)288-2557 Q cn w O = o www.landsolutions.biz o o U a = W JOB NO. 2t-23 SHEET 2 OF 4a) LL SEAL U Q L N C y W � � a O c m Y � o O a 00 U Q 00 0 L C, 0 � J L � 3 N U t O _I m N Q o Y E SHEET U w w "0 Z L 0 0- CO. 30 GRAYCLIFF ESTATES SUBDIVISION NO. 2 BOOK , PAGE z O a U W p CERTIFICATE OF OWNERS CERTIFICATE OF OWNERS (cont.} W KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN o COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF GRAYCLIFF ESTATES HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. SUBDIVISION NO. 2; THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE a A PARCEL LOCATED IN THE SE '/4, AND THE NE '/4 OF THE SW%OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS � OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF THE SE %(E %CORNER)OF SAID SECTION 25, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SECTION 25 BEARS S 0032'44"W A DISTANCE OF IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 2664.85 FEET; rm LO KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY co THENCE N 89029'05"W ALONG THE NORTHERLY BOUNDARY OF SAID SE'/4 A DISTANCE OF 1320.30 FEET TO A 5/8 INCH DIAMETER IRON PIN L MARKING THE NORTHEAST CORNER OF THE NW '/4 OF THE SE '/4 OF SAID SECTION 25, ALSO BEING THE SOUTHEASTERLY CORNER OFco N BILTMORE ESTATES SUBDIVISION NO. 3 AS SHOWN IN BOOK 112 OF PLATS ON PAGES 16460 THROUGH 16462, RECORDS OF ADA COUNTY, O N Z IDAHO; a O z _ THENCE ALONG THE NORTHERLY BOUNDARY OF SAID NW '/4 OF THE SE '/4, BEING PARTIALLY ALONG THE SOUTHERLY BOUNDARY OF SAID BY THOMAS COLEMAN, PRESIDENT, KB HOME IDAHO LLC mr- BILTMORE SUBDIVISION NO. 3 N 89623'56"W A DISTANCE OF 765.89 FEET TO A POINT ON A CURVE ON THE NORTHERLY BOUNDARY OF o U GRAYCLIFF ESTATES SUBDIVISION NO. 1, AS SHOWN IN BOOK 122 OF PLATS ON PAGES 19267 THROUGH 19269, RECORDS OF ADA COUNTY, 00 IDAHO, THE POINT OF BEGINNING; w THENCE ALONG THE NORTHERLY AND WESTERLY BOUNDARY OF SAID GRAYCLIFF ESTATES SUBDIVISION NO. 1 THE FOLLOWING COURSES m AND DISTANCES: � o z z THENCE LEAVING SAID BOUNDARY A DISTANCE OF 144.78 FEET ALONG THE ARC OF A 425.00 FOOT RADIUS NON-TANGENT CURVE LEFT, CU Q SAID CURVE HAVING A CENTRAL ANGLE OF 1903V08"AND A LONG CHORD BEARING S 52046'09"W A DISTANCE OF 144.08 FEET TO A POINT u) U OF REVERSE CURVATURE; ACKNOWLEDGMENT a) THENCE A DISTANCE OF 258.33 FEET ALONG THE ARC OF A 675.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE STATE OF IDAHO .S. OF 21°55'41"AND A LONG CH IORD BEARINGS 53058'26"W A DISTANCE OF 256.76 FEET TO A POINT; co COUNTY OF ADA S"S" m ° THENCE S 25°08'46" E A DISTANCE OF 43.00 FEET TO A POINT; o0 a ON THIS DAY OF 20- BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY �J THENCE 5 5°21'Q6" E A DISTANCE OF 7.43 FEET TO A POINT; APPEARED THOMAS COLEMAN, KNOWN TO ME TO BE THE PRESIDENT OF KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY, > THE PERSON WHO EXECUTED THE FOREGOING"CERTIFICATE OF OWNERS"AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY O THENCE S 24052'09" E A DISTANCE OF 21.11 FEET TO A POINT; COMPANY EXECUTED THE SAME. e a THENCE S 57'49'45"W A DISTANCE OF 264.42 FEET TO A POINT; 0- IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST 0- THENCE S 0027'25"W A DISTANCE OF 421.61 FEET TO A POINT; ABOVE WRITTEN. Q L MY COMMISSION EXPIRES THENCE S 89032'35" E A DISTANCE OF 163.00 FEET TO A POINT; N O L N THENCE N 0°27'25" E A DISTANCE OF 10.61 FEET TO A POINT; RESIDING AT LU M z THENCE S 89032'35" E A DISTANCE OF 230.50 FEET TO A POINT; w Q 0 i 2 O NOTARY PUBLIC FOR THE STATE OF IDAHO z ~ < J THENCE S 38017'43"W A DISTANCE OF 27.99 FEET TO A POINT; < z THENCE S 51°42'17" E A DISTANCE OF 60.00 FEET TO A POINT ON A CURVE; U w O Q O THENCE A DISTANCE OF 46.23 FEET ALONG THE ARC OF A 70.00 FOOT RADIUS NON-TANGENT CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 37050'18"AN A LONG CHORD BEARING S 19022'34"W A DISTANCE OF 45.39 FEET TO A POINT OF TANGENCY; Q W IJ..I LL 3 THENCE S 0027'25"W A DISTANCE OF 87.97 FEET TO A POINT; CERTIFICATE OF SURVEYOR � J W 0 3 THENCE S 89032'35" E A DISTANCE OF 93.00 FEET TO A POINT; LL I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHD, AND THAT _ THENCE LEAVING SAID BOUNDARY S 002725"W A DISTANCE OF 550.99 FEET TO A POINT; THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS"WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND z Q J Q UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE U = O THENCE N 89004'16"W A DISTANCE OF 542.02 FEET TO A POINT ON THE WESTERLY BOUNDARY ❑F SAID SE '/a; OF IDAHO CODE RELATING TO PLATS AND SURVEYS, U Q THENCE ALONG SAID BOUNDARY N 0027'25" E A DISTANCE OF 545.74 FEET TO A POINT; NPR LAJVDS,G (D �G S .per THENCE LEAVING SAID BOUNDARY N 89032'35"W A DISTANCE OF 60,00 FEET TO A POINT; p�� cr+ ° CLINTON W. HANSE 1f� 8 0 THENCE N 0 27'25" E A ❑ISTANCE OF 678.58 FEET TO A POINT; PLS 1111$ n �'�,ti71Ia THENCE N 4402815"W A DISTANCE OF 21.16 FEET TO A POINT; Ciy�J'e OF DN W.HA THENCE N 89035'02"W A DISTANCE OF 8.08 FEET TO A POINT; N N N Z 3 O O O N N N THENCE N 0024'58" E A DISTANCE OF 50.00 FEET TO A POINT; O 3 THENCE S 89'35'02" E A DISTANCE OF 27.06 FEET TO A POINT OF CURVATURE; U U) W 0 THENCE A DISTANCE OF 56.06 FEET ALONG THE ARC OF A 675.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF Q Z a 4°45'29"AND A LONG CHORD BEARING N 88002'13" E A DISTANCE OF 56.04 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SE '/4; U a THENCE ALONG SAID BOUNDARY N 0°27'25" E A DISTANCE OF 305.63 FEET TO THE NORTHWEST CORNER OF SAID SE '/4; Uj of z THENCE ALONG THE NORTHERLY BOUNDARY OF SAID SE %4 S 89°23'56" E A DISTANCE OF 554.79 FEET TO THE POINT OF BEGINNING. IutionsOf m o W ¢ Q Q O 00 0 0 THIS PARCEL CONTAINS 13.26 ACRES, MORE DR LESS. LandLLa n Surveying and Consulting m m z 00 � p .N p w 231 E. 5TH ST., STE. A z z LU U rn m .o MERIDIAN, ID 83642 3: 2 v LU co Q y (208)288-2040 fax(208)288-2557 Q cn w O = o www.landsolutions.biz o o U O_ a _ 2 n SEAL a) L JOB gyp. 21_23 SHEET 3 �!F 4 U c Q L N C W 2 � a O _ .m m Y � o O a 00 U Q W o a L C, 0 � J L � 3 N U t O _I m N Q o Y ; SHEET U w w "0 0 L d MATCH LINE: SEE SHEET C 1 .20 7 I i � � I \ GENERAL NOTES \ ,o / \ I /EXISTING PHASE 1 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. \ 49 \n p / / \ / / l 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL 4 I I s s �� ®/ / EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 6 I I / ` �� ® 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS \ I 17 4 / 6 2715 p / N DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR / REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. / �\ Ililil I I Il _ _ _ _ _ _ _ _ _ _ _I I �, I_ _ _ _ � / ' DEMOLITION NOTES � ° IIIII I I �� 1� \ s e RETAIN AND PROTECT EXISTING IRRIGATION PIPE. III I �>> a � RETAIN AND PROTECT EXISTING IRRIGATION BOX. 0 3O RETAIN AND PROTECT EXISTING IRRIGATION LINE. a RETAIN AND PROTECT EXISTING PRESSURE IRRIGATION SERVICE. o a I \ \ \ 1 RETAIN AND PROTECT EXISTING IRRIGATION VALVE. b \ b \\ ``\ \\ I s 6 REMOVE EXISTING ROAD TERMINUS BARRICADE. \\ \ \\\ I O REMOVE UNSUITABLE MATERIAL AND ACCUMULATED SEDIMENT AND m BACKFILL EXISTING SWALE WITH TYPE A BACKFILL PER ISPWC SECTION II 302. 2 / \ \\ `\ \ O RELOCATE EXISITNG DIRT DITCH. COORDINATE WITH PROPERTY OWNER M FOR NEW ALIGNMENT. 17' RELOCATE EXISTING CONCRETE DITCH. COORDINATE WITH PROPERTY II 7� / OWNER FOR NEW ALIGNMENT. 00 3 \ m \ EXISTING PHASE 1 \ \ 10 REMOVE AND DISPOSE OF EXISTING CONCRETE DITCH. L 00 o z LEGEND Z O rrlI Cc pq I PROPERTY LINE \ m RIGHT—OF—WAY LINE 0 n/ vv VI -271,3 LL ADJACENT PROPERTY LINE 0 co ADJACENT PROPERTY LINE o U) \\\\ / ADJACENT PROPERTY LINE �, z \ \ I I U EXISTING PAVEMENT O U EXISTING CONCRETE PAVEMENT ° O U L.L I I IVA V A Lo L 0 T I Y III I I ,III III a_ 3 III I I / / / N IIIII Q y III I I 1 II II NC\, O V) co M z N z W Q 00 1 IIII I III I I /I O 0- a I / / J Q o 2714 / ��� III c) O Q O coo N ° I I IIII I O 0 Lu w 1 , I IIIII LL II I _j > IIII z � u- Q J Q / III III "—' O b12'' o w o o I I N N N O z co Q Lu Q a — l l l � - - - - - - 1-7 I/ co Lu T / L Z o I V I - - - i / / � / Q Q m o O d I \ - - - - - - — — — — — — — — — 00 00 cloQ N i 3 I - - - - - _ - - - —/ // m Q Z 00 co w Z Z Y U p\ I � - - - / //� 0 — — — — — — — — — — — r Lu � _ _ _ I _ _ - - - - - - - - SEAL EG LL _ - - - - - - - - — = — _=2���- — — �� ���� _�� �� NORTH —2716- EG wl _27— — ���=717 �__2-714: i=2715 _ o��SS _\CENSF�� �y G 2718_ _ o o= ;_2� =2���— — ;, 0 40' 1g 80' 1 60' 8670 — CD `m CDN �0 1/14/2022 co Q co o SCALE: 1 " = 40' �qO�NP�� o � L J � 3 N U s p m N Q m V [Q Y E SHEET 10 ++ N 0 CL � • - . — GENERAL NOTES 40 \\\\ \\ _ _ II / \\\ ` \\\ C — — —2711- — — �/ �� �c.Q \ ` / /// Y// 1 / - 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. P DEMOLITION NOTES \ \ \\\ ✓ \ / �� 2O RETAIN AND PROTECT EXISTING IRRIGATION BOX. / IN 'AFT \\ \V V / ��/\% \ I� 3� RETAIN AND PROTECT EXISTING IRRIGATION LINE. o 7� vvv\� vv vv v I v A vvA v . I 1 RELOCATE EXISTING CONCRETE DITCH. COORDINATE WITH PROPERTY C) \ �R� OWNER FOR NEW ALIGNMENT. � w �(8") 10 REMOVE AND DISPOSE OF EXISTING CONCRETE DITCH. s �8,, Lu \\\ \ \V AA�>> V 0 �\ �� S \ V A \ / A \ \I 3EXISTING PHASE 1 FT \ L0 co LEGEND 00 / \ 0 2 Z PROPERTY LINE z° O RIGHT-OF-WAY LINE 2 ADJACENT PROPERTY LINE U ADJACENT PROPERTY LINE ^ 00 o ADJACENT PROPERTY LINE m ` \\\ `\ \\ 1 EXISTING PAVEMENT o U) EXISTING CONCRETE PAVEMENT OC)m I _ 0 O 2 _ — y IIIIII I - - I vvvv vv v �� I vv FT vv co III vv v v /a„ I v \ v o ��vvy� v v v v vv v L I�o \� \ 0— \ vIIIII Q a I I Lu Z II II1-0 IIIII I : � , z 00 U) Qm v v v v �,� L 0- J I IIIII I I I a v y�� , vvv o � o z �vvv� v v � — � \ Q IIIIII � . / � vvv � v v Z Lino LL LL L IIII I 3 _ v� vv vy � v U _ mom U U) Lu U cn [yo a I IIIII I I I �\ w o U . IIII I I \ \ \\ \\ ~ NIII I I G 1 \ o I I IIIII III I ICD N 3 C\lN N CD o Z I N N N I � I EXISTING PHASE 1 � 0 \ \ \ O I 3 IIII I o I I N I \\\ \ \\ I U) co � o � IIIIIrr Qa Lu IIII IIIIII I co I � z T I I j \ \ ® Q Q m CD I III I I cc ® \\ \ / O w ¢ _ } 00 m CD ° o � � / 0° z° � IIIII I I I . 6 1ARIDGE D . �Xv y m o m_ od I II IIIII I I ® � � � Q Q � ww °\/p = o o � 0- a /Q SEAL LL LL IIIII I b I / � J c - - - - - - - - I- - — � NORTH Q I IIIII I I L — \\ o / / S�ONA L F o o a I �� / 0 40 80 1 60 8670 01/14/2022 �n o Q CD co 40' of 00 MATCH LINE: SEE SHEET C 1 . 10 sca�E: � " = ��F o = J a � 3 N U t p _I m N Q o Y ; SHEET U w w "o C 1 .20 EROSION CONTROL PLAN FOR STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES EROSION CONTROL GENERAL NOTES GRAYCLIFF ESTAT S HAS 2 1. THE STORMWATER MANAGEMENT PLAN IN COMPRISED OF THESE DRAWINGS ("SITE MAP"). THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN STORMWATER POLLUTION PREVENTION PLAN (SWPPP). PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 701 W HAp p I S ST 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER MANAGEMENT SHALL OBTAIN A COPY OF THE STORMWATER MERIDIAN, IDAHO 83642 MANAGEMENT PLAN AND THE IDAHO POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (IPDES) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT (SEC 25 3N 1 W) PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF Z CONSTRUCTION. O 4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL STORM WATER POLLUTION PREVENTION PLAN MAINTENANCE NOTES OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY ORI Li cn ui OWNER. 0 0 5. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR ® ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. ® SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN 6. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN a � ACCORDANCE WITH THE FOLLOWING: EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE o 7. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED A THE W VICTORY ROAD 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR U TRAILERS, AND TOILET FACILITIES. DETERIORATION. ® a 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED,® �®OR DISPOSED. WATERED AND RESEEDED AS NEEDED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON-SITE OR SHALL BE READILY 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES AVAILABLE TO CONTAIN AND CLEAN UP FUEL OR CHEMICAL SPILLS AND LEAKS. ® WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 10. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM-BASED OR TOXIC LIQUIDS FOR DUST 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO SUPPRESSION OPERATIONS IS PROHIBITED. PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTIONS ENTRANCES AS CONDITIONS DEMAND. p, co �� L 11. RUBBISH, TRASH, GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS, MATERIALS SHALL 5. THE TEMPORARY PARKING AND STORAGE AREAS SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. BE PREVENTED FROM LEAVING THE PREMISES THOUGH THE ACTION OF WIND OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES ORco WATERS OF THE STATE. 2�G� 0 z z 0 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT O SHALL BE REMOVED FROM THE SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. 12. ALL STORMWATER MANAGEMENT MEASURES PRESENTED ON THIS PLAN, AND IN THE STORMWATER MANAGEMENT PLAN, SHALL BE �� _ INITIATED AS SOON AS PRACTICABLE. 9� 7. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY, mr �° 13. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY W HARRIS STREET CLEANED AND REPLACED. o U RUMPLE LANE SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESEco AREAS. Q o 8. THE EMBANKMENT OF THE SEDIMENTATION BASIN SHALL BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND m If Q HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. _ 0 14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. w x c THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. z 9. ALL TEMPORARY SEDIMENT TRAP AND SEDIMENTATION BASIN STRUCTURES SHALL BE CHECKED DAILY TO ENSURE THAT THEY ARE 0 o a STRUCTURALLY SOUND AND HAVE NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. SEDIMENT DEPOSITION SHALL BE 00 REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. z o REMOVED PERIODICALLY TO ENSURE FULL VOLUME IS AVAILABLE IN THE POND. o w F z 15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY z 10. THE CONTRACTOR SHALL ENSURE THAT OFF-SITE AREAS USED FOR BORROW OR SPOIL OF MATERIALS USED FOR THIS PROJECT ARE 52 O OF DIRT OR MUD, THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS PERMITTED IN ACCORDANCE WITH IPDES REQUIREMENTS AND APPROPRIATE EROSION CONTROL MEASURE AND BMP'S BE PLACED TO cn MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ENSURE THAT EROSION SEDIMENT IS CONTAINED. 16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. SOIL EROSION / SEDIMENTATION ° O 13 17. CONTRACTOR OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DOWNSTREAM DETENTION POND AND ANY PROJECT m CONTROL OPERATION TIME SCHEDULE � SEDIMENT 0 y MENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. LOCATION LO 18. ON-SITE AND OFF-SITE STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH w W AMITY ROAD IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP > AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. THE CONTRACTOR SHALL USE VEHICLE TRACKING CONTROL AT NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE ALL LOCATIONS WHERE VEHICLES WILL ENTER OR EXIT THE SITE. CONTROL FACILITIES WILL BE MAINTAINED WHILE CONSTRUCTION IS IN O PROGRESS, MOVED WHEN NECESSARY, AND REMOVED WHEN THE SITE IS PAVED. CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN 0 19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. TEMPORARY SEDIMENT CONTROLS CLEAR AND GRUB SITE o 20. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING MASS GRADING Q THE EROSION CONTROL MEASURES (SILT FENCES, DIVERSION SWALES, ETC.) TO PREVENT EROSION. W 21. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. THIS INCLUDES BACKFILLING OF TRENCHES FOR EXCAVATE UTILITIES, BLDG. FOUNDATION w y UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. SITE CONSTRUCTION W � O 1 PERMANENT CONTROL STRUCTURES (D z 22. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO UNFORESEEN PROBLEMS OR IF THE PLAN DOES NOT FUNCTION (n Cn co AS INTENDED. A REPRESENTATIVE OF THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT MAY REQUIRE ADDITIONAL CONTROL DEVICES Q00 a UPON INSPECTION OF PROPOSED FACILITIES. VICINITY MAP w w = O 23. INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS BECOMING FUNCTIONAL. NORTH > Q J NOT TO SCALE O _ z T 24. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. / , z Y FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL-DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE SHEET INDEX U Q O COVER WITH A DENSITY OF 70% HAS BEEN EMPLOYED. J LL N 25. THE SITE IS LOCATED WITHIN ZONE X. ZONE X IS AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN. ZONING O t INFORMATION IS BASED ON FEMA MAP #16001CO234J, ADA COUNTY, ID AND INCORPORATED AREAS. EFFECTIVE DATE JUNE 19, 2020. C2.00 EROSION CONTROL COVER SHEET 0 W ui - m 3 26. THERE WILL BE NO ASPHALT OR CONCRETE BATCH PLANTS ON SITE. C2.10 EROSION CONTROL PLAN J > s 27. THE POTENTIAL FOR SOIL EROSION FOR THIS SITE IS SLIGHT TO MODERATE. C2.20 EROSION CONTROL PLAN O N 28. DAILY INSPECTIONS BY THE PROJECT SUPERINTENDENT, BI-WEEKLY INSPECTIONS BY THE CONTRACTOR'S COMPLIANCE OFFICER, AND C2.30 EROSION CONTROL CONSTRUCTION DETAILS LL MONTHLY INSPECTIONS BY THE OWNER'S CONSTRUCTION MANAGER MUST BE MADE TO DETERMINE THE EFFECTIVENESS OF THE SWPPP. U 2 7 O LL L Y (D Q LL CONSULTANTS PROPERTY OWNER: CIVIL ENGINEER: GEOTECHNICAL ENGINEER: O KB HOMES IDAHO LLC. KIMLEY-HORN NATURAL RESOURCE SOLUTIONS, LLC 1414 W BANNOCK ST. 950 BANNOCK ST, SUITE 1100 5740 N. APPLEBROOK WAY uj N BOISE, IDAHO 83702 BOISE, ID 83702 BOISE, ID 83713 CONTACT:SABRINA DURTCHI CONTACT: ABBEY HAHN, P.E. CONTACT:HARLEY R. NOE PHONE: (208) 250-6161 PHONE: (208) 917-4977 PHONE: (208) 850-4926 EMAIL:Abbey.Hahn@kimley-horn.com DEVELOPER: CN KB HOMES IDAHO LLC. SURVEYOR: N (V (V z 3 1414 W BANNOCK ST. LAND SOLUTIONS N N N =' BOISE, ID 83702 231 E 5TH ST, SUITE A r r r O CONTACT:SABRINA DURTCHI MERIDIAN, ID 83642 r r r = PHONE: (208) 250-6161 CONTACT:CLINT HANSEN C7 ul EMAIL:sdurtchiOkbhome.com PHONE: (208) 288-2040 Q ui C W 0 CD a AGENCY CONTACTS U) U o a PLANNING: ELECTRIC: w r CITY OF MERIDIAN IDAHO POWER = CONTACT: SONYA ALLEN CONTACT: ETHAN MORGAN = _ Co = o (208)-489-0579 (208)-388-2356 Q Q 00 0 w Q O a r ENGINEERING: TELEPHONE: m o 00 00 W o N CITY OF MERIDIAN CAMBRIDGE TELEPHONE 00 z 00 00 I.-CONTACT: AMANDA MCNUTT CONTACT: DAN MORRIS w U CO m o z (208)-489-0311 (208)-257-8240 Q a o LLI o FIRE DEPARTMENT: 0 0 U d Q MERIDIAN FIRE DEPARTMENT STORM DRAIN: _ CONTACT: JOE BONIGIORNO ACHD SEAL LL (208)489-0458 CONTACT: REGINA CUNNINGHAM (208)-387-1681 GAS SERVICE: a s INTERMOUNTIAN GAS CABLE: CONTACT: BRYCE OSTLER SPARKLIGHT wi (208)-377-6812 CONTACT: TERRY ALSUP ( ) SS\ON L 0 f G a 208 -455-5548 O oak \CENSF,8670 N m o �0 1/14/2022 P� o a 0 w i 00 0 9 lF OF J CAUTION: NOTICE TO CONTRACTOR B/Gq�L NP > 3 Knowwhars below. o U Call before you dig. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES m 2 CALL 2 BUSINESS DAYS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE IN ADVANCE BEFORE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING Y YOU DIG,GRADE,OR EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 SHEET Q 1 MARKING OF EXCAVATE FOR THE HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE C2.00 t UNDERGROUND RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE MEMBER UTILITIES PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. MATCH LINE: SEE SHEET C2.20 GENERAL NOTES \\ / 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. \ I I o / ® 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL EXISTING ri\ II I EXISTING PHASE 1 I \ / IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. I \ I \ III I I I \ • �IQ/ / / / 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING .9 ®/ / DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. o P / / // 4. CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES BEFORE CONSTRUCTION \ I IIII I I I I o o cW 29 / 5 i \ \ / / / AND PROTECT IN PLACE UNLESS NOTED ON THE PLANS. \ I I 14 I 1 0 O / / / 5. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION TECHNIQUES TO PROTECT AND o o a \ PRESERVE EXISTING PERMANENT SURVEY MONUMENTS. ALL SURVEY MONUMENTS DISTURBED (PROPOSED o o IL — — — _/ _ _ o / AND EXISTING) SHALL BE REPLACED AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A IIIII icu II _ — — a I \ I �\�\ \ PROFESSIONAL LAND SURVEYOR RETAINED BY THE CONTRACTOR. SEQUENCE OF CONSTRUCTION — — — — 7-0 I 1 1 �� I vTc I 28 �� 6 a s vv�v v M / z 5 1 A\ PHASE 1 0 I I I I \ � \\\ \ ® 1. INSTALL PERIMETER BOUNDARY SEDIMENT CONTROLS INCLUDING: STABILIZED CONSTRUCTION EXIT(S), a SWPPP INFORMATION SIGN, HYDRAULIC CONTROL STRUCTURES (SWALES, CHECK DAMS, SEDIMENT POND, I I \\\ \\\ ETC.) AND SILT FENCING. M VTc 1 \\\ \\\ / 2. PREPARE TEMPORARY PARKING AND STORAGE AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE o FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, 27 7 � \\ \\\ \ II THEM ONK MASONS ATHE SITE MAPS IMMEDIIATELYEA, FUEL AND MATERIAL TOANDGNOTEENANINERS, SOLID Y CHANGES IN THEELOCATIONSRASETC., DENOTE THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. Q I — z M z HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION AND CERTIFICATION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER I L I I W. LEARMONT S \ \\ \ \\ PRECONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND-DISTURBING CONTRACTORS BEFORE ml _ _ _ \\\\ \\ PROCEEDING WITH CONSTRUCTION. a BLOCK 6 �\ / \\\\ \�\ \ — _ 3. DEMOLITION OF EXISTING IMPROVEMENTS PER SITE PLAN. 4. START MASS GRADING THE SITE AND CONSTRUCTION OF ROADS. I / \ 5. TEMPORARILY SEED ANY DENUDED AREAS. MAINTAIN SITE PROTECTION AND 26 STABILIZED CONSTRUCTION EXITS. s p LD 1 a \ \ 6. EXCAVATE AND INSTALL UTILITIES BLOCK \ I I / I LD \ 7. FINAL GRADING OF THE SITE. 00 C I OCK 5 — — — _ 8. INSTALL CURB AND GUTTER, AND SIDEWALKS. EXISTING PHASE 1 1 I I 32 \ I I I 1 ,\ \ 9. INSTALL ASPHALT ROADWAYS \ \\ \ \ 10. FINAL STABILIZATION AND LANDSCAPING. � O o s � 25 N I 2 z p� II \v - ,�° '" v\vvv v MAINTENANCE _ _ �I_ \ _ I \ vv �v I I I \ \ \\ \ \ ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATERco (I I 31 / \ Cn \ \ \ \ POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER N I cn \ 3 \ \ \ REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND L.L \ I I 24 I \ \\ \ \ SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH cc 11 \ m \ \ \ THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN m° — — \ \ \\\ �\ ACCORDANCE WITH THE FOLLOWING: o z Cn — — \\\\\ 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. y \ \ \ \ /' 'I AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. O IIII I I I `i0 I O /J I CO m \ \\\ \ I 2. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING 4 \ \ \ \ \ OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE II I 23 12 \ \ \ \ ` CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. III / �\ \ o — — I — N I p s m p I I \\ \\\ \\ �) 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR m LL O w I l I I I \\ \ PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS I I I I �_ I 29 I — _ _ — _ I — — \ \ CONDITIONS DEMAND. Q y + I N \ \ \ LO N I I fL " �\ XI \ \ 4. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS w / I I II \I AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS OR TRAPS WHEN THE > 22 13 I I \11 I DESIGN CAPACITY HAS BEEN REDUCED BY 50%. O - 5 � w � I lii I 1 28 — — — — — ! o LEGEND m 3 III I I I _ � — _ 1 I IIII Q II III I II � � I / � I � � � IIII � 21 1 _ — I I I Lp LIMITS OF DISTURBANCE z N cal O U) M z Q 00 — — — — DIRECTION OF EXISTING DRAINAGE FLOW LU 2 O a 7 z 1 27— I I / I I I I J , Q J _ 1 / I / 2�74 NN I I O O O O III I I I 0 0 0 0` INSTALL VEHICLE TRACKING CONTROL - SEE DETAIL 3, O z — z — — 20 z 15 0 _ — I I I III I SHEET C2.30 Q z 0 I I III I I I a a a a — Q J _ z _ v I W u� o a I I I III INSTALL SILT FENCE - SEE DETAIL 1 & DETAIL 2, z > 26 I I I 8 o- I III III 0 $F SHEET C2.30 O LL m LU W 3 j I 19 �I 16 00 / I III I I U W z U LL cf) co PROPOSED CONCRETE WASHOUT � � � 3 AREA - SEE DETAIL 4, SHEET C2.30 — 1 Q J Q 00 1 � � I - - — - - 1 ���nn � z O 25 I 9 (Iy�I�) CONSTRUCT DROP INLET PROTECTION - SEE DETAIL 5, O V Q L.L 1 "'32�� O �P SHEET C2.30 o I — I I a I _2��5� I �I � po O W r� II / — — 00 18 17 I S / O r � '� STOCKPILE AREA-EXACT LOCATION AND SIZE MAY �16_ SPA VARY OR BE RELOCATED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR UPDATING THIS PLAN TO INDICATE ANY AND ALL MODIFICATIONS I I �/ 24 \ BLOCK 6 4200 - EXISTING MAJOR CONTOUR _ I 3 I II 8 W —420' — — - EXISTING MINOR CONTOUR z N N N N N N O O O t I I O 3 I I 23 W. L YRA S T , — I �— 11 I IIII / —J) $B TEMPORARY SEDIMENT BASIN, PER BMP25- IDAHO r r r = SS SS „2 s III II I / 1 ll I 2020 CATALOG OF STORM WATER BMPS U W Q N J \ I I 0 cn a I \ I II I 1 14 Ld = \1\ �I 22 , , I I , 46, / _ _ — / /// / 2 o Q Q m o W J � _ i 00 Qv y - - - — _ - I - - - - (- I� - - - - - I 1 — — — — —/ /j//%i m m� z o W U 0 I , _ 19 I 18 1 17 1 16 1 15 / ,// ,I' z z Y LLJLLJ o JI= — — 21 I — I �i, 0 - - - - - - - �� � 11 -z71a— - - - - - - - �1 13 �� / ��� r II o o . BLOCK-5 _ !%/�� III SEAL — 0, LL — asid asid —— aid / / Z) _j — — — — — — LD �\CENSFF�C��L 8670 01/14/2022 P� O m Q M 0 8 1 . NORTH �BG of �P,�� o � AILN CAUTION: NOTICE TO CONTRACTOR o viIDKnowv4harsCallbe before THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES N Q o Call before you dig. 0 40' 80' 160' v m - AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE CALL 2 BUSINESS DAYS POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING Y E IN ADVANCE BEFORE SHEET o YOU DIG,GRADE,OR EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 I O :3 r EXCAVATE FOR THE HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THEC2.o a UNDERGROUNN D MARKING RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE SCALE: 1 " = 40'MEMBER UTILITIES PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. GENERAL NOTES \ \\\\ — — — — \\ \\ \A�•T \\— �\ — /// , 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. 40 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING \\\ \\ \ \ \ / \ \ \ \ / / \ F,o /� \ — DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES BEFORE CONSTRUCTION AND PROTECT IN PLACE UNLESS NOTED ON THE PLANS. / ° \ \ \ 5. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION TECHNIQUES TO PROTECT AND PRESERVE EXISTING PERMANENT SURVEY MONUMENTS. ALL SURVEY MONUMENTS DISTURBED (PROPOSED AND EXISTING) SHALL BE REPLACED AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A PROFESSIONAL LAND SURVEYOR RETAINED BY THE CONTRACTOR. SEQUENCE OF CONSTRUCTION V V I A A �\ i - - % A �` VA V \ ice / / i A = z I \\ � A PHASE 1 0 1. INSTALL PERIMETER BOUNDARY SEDIMENT CONTROLS INCLUDING: STABILIZED CONSTRUCTION EXIT(S), a SWPPP INFORMATION SIGN, HYDRAULIC CONTROL STRUCTURES (SWALES, CHECK DAMS, SEDIMENT POND, ETC.) AND SILT FENCING. w \ \\\ \ \ \ \ \ \ \\ \ \ 2. PREPARE TEMPORARY PARKING AND STORAGE AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE o IN, \ \�— ° / �/ \ FOLLOWING AREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, \ 1-1\ \ \ MASONS AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., DENOTE \ \ V A \ ♦ THEM ON THE SITE MAPS IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS AS THEY OCCUR LLJ THROUGHOUT THE CONSTRUCTION PROCESS. \\\ ^ \ \ \ \ \ T HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION AND \ \ \ \ \ \ \ \ \ \ CERTIFICATION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRECONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND-DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. ° ��j 3. DEMOLITION OF EXISTING IMPROVEMENTS PER SITE PLAN. V \\\ \ \ \ / Q` / \ \ 4. START MASS GRADING THE SITE AND CONSTRUCTION OF ROADS. \\\ 5. TEMPORARILY SEED ANY DENUDED AREAS. MAINTAIN SITE PROTECTION AND STABILIZED CONSTRUCTION EXITS. \\ \ \ X\\\ \\ \ \ / ,p \ 6. EXCAVATE AND INSTALL UTILITIES, BUILDING FOUNDATION, ETC. \ \ \ \ \ Lo EXISTING PHASE 1 Fj \ 7. START VERTICAL CONSTRUCTION OF THE BUILDING. 0000 \ 8. FINAL GRADING OF THE SITE. N I\\ \ \ \ ' A �0 9. INSTALL CURB AND GUTTER, AND SIDEWALKS. rl- 000 *woo- /° A\ �`J A 10. INSTALL ASPHALT PARKING LOT. 11. FINAL STABILIZATION AND LANDSCAPING. o \\ \ A \ \VV V A \ ���� �\7' o \ V / \ / o O Z. Ix w MAINTENANCE o ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER r \ \ \ POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER o N LD 2>72 — \ \ / / i �I \ \ \\ 1 REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND \ SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH > or > \ LD \ T \ THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN m ACCORDANCE WITH THE FOLLOWING: o S Z _ — — HARRiS i \\\ \ 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. O c� \ 1 \ 2. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. O 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR c LL PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS m OF III I \ \\\ V \\ CONDITIONS DEMAND. LO ° BLOCK \ w4. OUTLETSTRUCTURES IN SEDIMENTATION BASINS SHALL MAINTAINED IN CONDITIONS \ \ ATALL MS SEDIMENT SHALL BE REMOVED FROM HE SEDIMENT BASINS OR RAPSWHENTHE Q DESIGN CAPACITY HAS BEEN REDUCED BY 50%. O \ �\\ M Y cr _ A v A vvv LEGEND CD vvv \vv\ ��ti FT v y III I I Lo \® \ \ \ \ \ , \\\ Lp LIMITS OF DISTURBANCE N cv O v z LU Nt Z � : v �°F Q0 a III \ \ \ DIRECTION OF STORMWATER FLOW � LJJ 2 O I I \ vv vvI \ vy v J tl = J ` INSTALL VEHICLE TRACKING CONTROL O Z z SEE DETAIL 3, SHEET C2.30 GC (n O z O Luu� o I�III v yvvvy v z _ I i V \ \ IN SILT FENCE — SEE DETAIL 1 & L.L — ® /� \\\ \\\\\\\ �� \ \\ \ O SF DETAIL 2, SHEET C2.30 O LL m LU W III I I — �� \ \\\ \\\ \ \ \ \\ \ \ U J U W 3 I I \\\ \\ \\ \ \ \ CW PROPOSED CONCRETE WASHOUT Z o o i \\ \ / 1 �` AREA — SEE DETAIL 4, SHEET C2.30 O _ - - v\vv _ Q IIIII I \\ \®\\ \ \\ �� �P CONSTRUCT DROP INLET PROTECTION — O oLL a \\\ \ \\ \ / / SEE DETAIL 5, SHEET C2.300 LJJ o I ,. \ / STOCKPILE AREA-EXACT LOCATION AND SIZE MAY \ / \ \ ` \ Spp VARY OR BE RELOCATED DURING CONSTRUCTION. THE III I I ) \ \ \ \ \ CONTRACTOR IS RESPONSIBLE FOR UPDATING THIS PLAN 29 I ® \ \ \ \ TO INDICATE ANY AND ALL MODIFICATIONS \ \\ \ \ \ 4200 EXISTING MAJOR CONTOUR \\\ \ I N N N - - —4201- - - - - EXISTING MINOR CONTOUR N N N I Z 3 CD CD CD EXISTING PHASE 1 (7 I \ I \ \\ \ \ / N N N co o ILD I O \ \\\ \\ \ \ r r r O I I \ r r r y I o I \\\ i i IIIIILU CD G"a I N \ \�I Q Q a I co w SF ��II n w = III I _ = o I p v L z II I / \Vv v / Q Q m o IIII I _� I \\ / 00 o C) \ O ® \ \ \ m m Z 0�0 H p i N I . �Ijl I . 6 IARIDGE D ��\\ \ / m o o U CO Uj I I vvv / \ z z o o \ \ 0 v rr d _ I a \ \\ SEAL � � � � s - - 4- - - - - I - \\ / S\ONAL FN w \CENSFD c�y� O \ \ /a a / �® / 8670 o =m ' -' ", / �0 1/14/2022 O U ��� O co MATCH LINE: SEE SHEET C2. 10 NORTH 9gTF OF a co e�GA 1 L NP'� o CAUTION: NOTICE TO CONTRACTOR o c�i 0 KnoCallbe wwhars trelow. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES m o Call before you dig. AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE 0 40' 80' 1 60' CALL 2 BUSINESS DAYS Y E IN ADVANCE BEFORE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING SHEET YOU DIG,GRADE,OR EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 N C2.20 w EXCAVATE FOR THE HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE o CL UNDERGROUND MARKING RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE SCALE: 1 " = 40'MEMBER UTILITIES PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 50' MIN OR qS WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, DICTgTED - MAX. 6" MESH SPACING) EXISTING BY LOCAL REQU' EM PAVEMENT R _�-IIIIIrA•I TS + 3' p 5:1 I d S4 5s�s• '`. 6 MIN. , ' O O Q o 0 0 0 o 0 0 a o a o 0 0 o A MOUNTABLE BEAM '5ZZ r OPTIONAL M� PROFILE OVERLAP GEOTEXTILE AND/OR WOVEN EXISTING COMPACTED BACKFILL WIRE FENCE ACROSS TWO STAKES GROUND 0 0 WHEN NECESSARY TO CONTINUE a FENCE U 1 g5 FEET NAB 50' MIN o° o to X o /NCHES (MlN) SECURELY FASTEN FENCE MATERIAL 00 TO BOTH STAKES WITH TIES OR o 00 00 . 0 0 °o `0. oo ___ OTHER FASTENERS oa 4� w III—�I FLOW I I—I 11-1 I I- 00 ° 00 10' ° a EXISTING - -III—III ° v IN °°oo o=� PAVEMENT o 0 —I i o 0 oe Z oo°° Q A o 0 0 0 80 3:1 SLOPE TO MATCH o v o 0 0 0 0 0 0 ,000 GRADE. TYP. TO INSIDE W _ AND OUTSIDE SLOPE. a ELEVATION COMPACTED BACKFILL o STANDARD -=°; b° 88 • PLAN VIEW WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, POSTS: STEEL EITHER T OR U TYPE. SYMBOL 9 ,y:•°°°,a MAX. 6" MESH SPACING) WITH GEOTEXTILE COVER FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX 00 MESH OPENING L coo) ��N N rl- FABRIC: 1. AMOCO 1198 NO OV 27 � z 2. BELTECH 810 0� GR X . o 3. MIRAFI 130X F� NOTES: 1' O o l 4. LING GTF 190 3' MIN. v O pM E �M 1. STONE SIZE-USE 2"STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. CBACKFILLD 5. SI 915 SC 2. LENGTH-AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 MIN z _ FINISH GRADE FOOT MINIMUM LENGTH WOULD APPLY). II I II . mr � F�0�FLOW ELEVATION 3. THICKNESS-NOT LESS THAN 6 INCHES. —11 II II II II II N U 4. WIDTH-10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS M OCCURS. 00 IMPERVIOUS LINER 3' MIN. DEPTH COMPACTED SOIL o 5. 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER WILL NOT - UNDISTURBEDEXTEND WIRE FENCE A BE REQUIRED ON A SINGLE FAMILY RESIDENCE LOT. BERM /�i/• \ /\� ' MIN. OF 2' INTO TRENCH 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE 0 GROUND \ PIPED ACROSS THE ENTRANCE . IF PIPING IS IMPRACTICAL. A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE o 0 PERMITTED. SECTION A-A TRENCWj' EMBEDDED GEOTEXTILE FABRIC z 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF O MIN. 6" INTO GROUND FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH W/ 6" LAID ALONG BOTTOM A-A-SECTION OF TRENCH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUTS OF ANY MEASURES USED TO U)- TRAP SEDIMENT. ALL SEDIMENT SPILLED PROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST NOTES BE REMOVED IMMEDIATELY. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. 1. IMPERVIOUS LINER SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE U) LL 8. WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC O 2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY RIGHT-OF-WAY. WHEN WASHING IS REQUIRED IT, SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE o 24' AT TOP AND MID SECTION. WHICH DRAINS INTO APPROVED SEDIMENT TRAPPING DEVICE. THE IMPERMEABILITY OF THE MATERIAL. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. n BY SIX INCHES AND FOLDED.y 4. MAINTENANCE SHALL BE PE�,FORMEQ AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL o 0 N SHALL BE REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE. L w 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE > O Y O m s SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SCALE: NTS 2 SILT FENCE OVERLAP DETAIL SCALE: NTS 3 VEHICLE TRACKING CONTROL SCALE: NTS 4 CONCRETE WASHOUT DETAIL SCALE: NTS Q L J c\I Q N Q w (D Z DANDY SACK TM co00 LU w 2 O STORM 00 a SEWER GRATE 000�00 0 OO0000O00000000 Q o J 000000000 \ LIFT E 00000 STRAPS O (n 0 z O J z - Q o R INFORCED CORNER w co 0 N OPTIONAL _ t OVERFLOW PORT z 0 W w m LL J 3 U Uco0 LU s MANAGEABLE U) n/ � 3 LL 2 FOOT z J Q N CONTAINMENT LL AREA U = Y DUMPING V) Q O STRAPS O o STORM a Uj INLET ;_ 0 a y N N N 3 N N N L 3 T ll1 CO^^ vJ C In � V O Q d 7 U o_ W - w P RO�'p�pM�644 w � \% T T O 1 1 0 co w a DETAIL OF INLET SEDIMENT CONTROL DEVICE Q Q m O J 00 0 a co o N PROJECT: R. BY: a - m w 6 CITY/STATE: DATE: DR. NO: z z Y U o m o 0 U Q Q ° DANDY SACK"' = p SPECIFICATIONS Q' UJ 13� 0 0 U d Q !Y 2 NOTE: THE DANDY SACK"'WILL BE MANUFACTURED IN THE U.S.A.FROM A WOVEN 2 � MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: SEAL LL REGULAR FLOW DANDY SACK`(BLACK) LL m Mechanical Properties Test Method � J c U Qs Grab Tensile Strength ASTM D 4632 p NA L Grab Tensile Elongation ASTM D 4632 ure Strength ASTM D 4833 `'`� s wl Mullen tBurst Strength ASTM D 37786 O``S \CENSF����y� o_ Trapezoid Tear Strength ASTM D 4533 O UV Resistance SIN 4355 0 m Apparent Opening Size ASTM D 4751 Fl /'� O m ow Rate ASTM D 4491 1/min/m(gal/min/ft) 8 6 Y Permittivity ASTM D 4491 8 6 o `m HI-FLOW DANDY SACK"'(SAFETY ORANGE) �0 1/14/2022 � 0 m Mechanical Properties Test Method qTF �QP� Q co 0 9 OF p s Grab Tensile Strength ASTM D 4632 B/Gq I NP J Grab Tensile Elongation ASTM D 4632 3 Puncture Strength ASTM D 4833 Mullen Burst Strength ASTM D 3786 OU Trapezoid Tear Strength ASTM D 4533 N O 0 UV Resistance ASTM D 4355 m Apparent Opening Size ASTM D 4751 Flow Rate I ASTM D 4491 1/min/m(gal/min/ft) SHEET Y ? Permittivity ASTM D 4491 0 10 *Note: All Dandy SocksTI can be ordered with our optional oil absorbent pillows C2. 30 SCALE: NTS 7 SCALE: NTS 8 NOT USED SCALE: NTS 5 DROP INLET PROTECTION DETAIL SCALE: NTS 6 NOT USED NOT USED MATCH LINE: SEE SHEET C3.20 T liml. T GENERAL NOTES J 1°� EXISTING PHASE 1 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN.REMOVE EXISTING SEWER C� y1 • I I COMPATIBLE CONNECTION ON I I CLEANOUT AND MAKE / 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL TO EXISTING SEWER MAIN. T— �,9 ®/ EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. — REMOVE EXISTING BLOW COMPATIBLE OFF REMOVE EXISTING SEWER AND MAKEPHASE 1 W CC COMPATIBLE CONNECTION ON 3 DAMAGED TD RING DEMOLITION PORVCONSTRUCT ONEMENT OR PURTEN SHALLABEEIMMEDIATTO ELY REPAIRED OR IN THAT IS CONNECTION TO EXISTING 8" CLEANOUT AND MAKE 11 I I I WATER MAIN. 29 5 TO EXISTING SEWER MAIN. REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. C�a14 I / 4. COVER OVER WATER MAIN SHALL BE 4 FEET. — — — — — — — — — — 05 REMOVE EXISTING BLOW OFF — — — — — SSMH A1, COMPATIBLEAND MAKE CONNECTION TO EXISTING8" \ CS WATER MAIN. LEGEND II o/ I I I 28 6 PROPERTY LINE 15 ccn n . I / z RIGHT—OF—WAY LINE °O SSMH A2 ADJACENT PROPERTY LINE 8" SS PROPOSED MAIN SEWER LINE o N 27 � 3: 8" W PROPOSED MAIN WATER LINE ` 7 PIRR PROPOSED PRESSURE IRRIGATION LINE LLJ CONNECT TO EXISTING I< GIRR EXISTING GRAVITY IRRIGATION LINE PRESSURE IRRIGATION. PROPOSED A.C. PAVEMENT zl _ _ AA ,JAL — — — W. LEARMONT ST \ \ — — PROPOSED CONCRETE PAVEMENT a BLOCK 6 \ 26 9 o., BLOCK 5 a lco_ N 32 � I — — I —T—EXIS PHASE 1 I I � O 2 I 00 NORTH co SSMH 61 04 Z I s 25 � o 10 I v _ — — a a z O O o I Elf 04 — U - I — — I— — — I 4CD 0I I II 40' 80' 1 60' o31 cn SEEPAGE BED #3 3 EXISTING GRAVITY 4 �0IRRIGATION PIPE. 00 SCALE: 1 40, m � m — — Elfo m I �I II Ico � I _ _ _ z o � f I I n _ — _ — ` O 30 o I— "' co II II ° I �I I 0 U N 4 — _ 23 Y O a— 12 SSMH A3 m I I m o CD 29 I I I I w II o I I > c N m o I I I - - I al 22 13 I O 5 Y I 0 00 a I I 28 1 I Q 00 fl- 3 amy II I I I 14 SEEPAGE BED #4 21 T Q N I � N O � �co I a 1 CL o w Q Co 27 I 7 I I I I Qo o J T I C/ Z 20 15 O O— c o w a > - \ N LL s I 26 I — - - � $ w LL p w W I al I 1 J 3 c' I 19 16 to U Cn W o ILL L - - _ LL E I II I` Q J Q a O L I � 25 � . I 9 � � � I I w (� Q LL U ° m � � I _ — �� SSMH A4 — _ O (D � I I 0 I 18 17 s a a c Im I 10 ID m N I 24 BLOCK 6 II SSMH 82 8, W 8" W �- N N N 3 I II 23 W. LYRA ST SSMH B3 � 0 o I cu ° --# 11 r r r 1 o g ss s "2 o I s C W � cn = w II 2( I I 14fl- � N 22 I 12 I I 14 _ _ U) 2 O / Q Q Do CDW J I co Q a — — — - - - co 00 w oo m o .Z i I 19 I 18 I A 17 I 16 I 15 z z U Y Qm o� II I OoQ LU=L 21 w z Lu BLOCK 5 Ui O _ 2 I I VG SEAL c LL m acid LL dbid aid d aaidEG / � — aria— a��d paid � EG S�ONAL f c� Fc E G S Nc ,EXISTING GRAVITY � �� _\CENSFD 6o p IRRIGATION EASEMENT X <" o 8670 m a 7 o N 0 1/14/2022 a °0 lF OF OP o GA I L NPR J s � 3 N U t � N 1 Q 2 o Y E SHEET U N [Z C3 . GENERAL NOTES �\ 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. \ \ \\ \\ 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL Fc \\ \ \ \\ EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. \ \ ` .O� \ \\\ 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS \\ `\ DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED OR \ \ \ \ REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. \ LEGEND \\ \\ \ \\ PROPERTY LINE c \ \\ \\ .OAT \ , /< RIGHT—OF—WAY LINE Z \\ \\ \ \\ / — — — — ADJACENT PROPERTY LINE o 8" SS PROPOSED MAIN SEWER LINE cn Lu 8" W PROPOSED MAIN WATER LINE o I \ \ IN, PIRR PROPOSED PRESSURE IRRIGATION LINE GIRR EXISTING GRAVITY IRRIGATION LINE w \ \ / Q PROPOSED A.C. PAVEMENT m \ \ A PROPOSED CONCRETE PAVEMENT I I \>1/� a I � I REMOVE EXISTING BLOW OFF i EXISTING PHASE 1 0 \ I I AND MAKE COMPATIBLE CONN ECTION TO EXISTING 8" • / co / WATER MAIN. N a C Z O N Z Z — � N00 U s Ir—n BO HARRIS m � o LL Y SEEPAGE BED #1 00 N .I BLOCK 1Lij \ \ a P 0- 3 Q a 4 1 I \ \ ® z N p w ® •' N \ J � Lu U) (.0 Z \ � w Q o 10 ° I I Q o c) o z O `� w Q a I Q 0 NLL LJJ p w w I `� I L m Z) > II° I I v U) c/) w co 3 � a — — Q Q :3 II � � = O O wLL III I I I > o I I ) p a I I:I I cc I a II N N N N Z N EXISTING PHASE 1 (7 I I I N N N 3: 3 O I r II I v //� U VJ aN III i IRRIG NG GRAVITY I I Lu Q Q C� J IRRIGATION PIPE. 5N U �1191 I n ®I® q LLB n LU Il i I I p > ¢ 111 I °� I a Q O a I I } oao z co ® m } . I I I . 6 cl IARIDGE D m U m I z Z Q Q O I I I Q U) w o Q LU E I I o o U 2 2 I I a SEAL .. LL , a tn - - - - - - - - - - - - — 1 NORTH a SS\ONAL FNc O \V\CENLu Sf� o SEEPAGE BED #2 I / O d 0 40' 80' 160' 8670 00 `m I 01/14/2022 00 co MATCH LINE: SEE SHEET C3. 10 „ _ ' �F � 0 0 = SCALE. 1 — 40 Gq 1L NP J a � 3 N U t N Q o Y ; SHEET U w w "o C3 .20 MATCH LINE: SEE SHEET C4.20 MEN MEME \MEME MEME MEME ME o EXISTING PHASE I GENERAL NOTES I I 271 .87 2714.65 FG ME \ IQ� / / / 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. \ III I 2713.56 ® ® / 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS BETWEEN THESE ` III° I 2715.39 I 2714.01 2715.57 / PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FG �h I IC[G ME FG ME 2g 5 pIMMEDIATELY. 14 I I 0 1 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE ^'� / GEOTECHNICAL ENGINEERING REPORT. FG16.52 I cL 2715.46- - \ °\ \ N FG °� \ o ENGINEER: NATURAL RESOURCE SOLUTIONS LLC. �2715.57 ADDRESS: 5740 N. APPLEBROOK WAY - I 2713.8E FG ME BOISE, IDAHO 83713 _ - - 1 I 2715.11 I 2713.73 \\\ ®/ PHONE: (208)850-4926 O FG Q FG ® / DATE: 10/09/2019 I 2 g / ' \\\ 15 : I � �h \\\ \ M / PROJECT No.: GEOTECH PROJECT No. I I 2716.27 2715.28 ry ° \\\ ® 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE FG - - - - FG \\\ \ ° THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL p \ LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING f - - - I 2713.52 I \0 \\\ / CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN HEREON. a 1 I 2714.84 2713.46 FG \ THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT FG 2713 FG 27 7 \\ \\ SHOWN IN THEIR PROPER LOCATION. o - - - - I A 2716.02 2715.06 \ \ `\ a LEGEND w W. LEARMONT ST N I - - FG - - FG vvv �v Q - 2713.24 2715.94 2714.98 \\ \ ml FG 'FG � � � � PROPERTY LINE � � - RIGHT-OF-WAY LINE 2713.15 BLOCK 6 FG aI \\\\ \\\ - - - - - - ADJACENT PROPERTY LINE a EXISTING IMPROVEMENTS 26 I I - - \ 2715.25 I 2713.91 SAWCUT LINE 2712.98 2712.457 2712\ I FG FG FG15.70 I 2714.75 I• '• ® FG ME \ EG EG 65 BLOCK 5 I 2712.88 - - FG 2FG5ME `\ I \ - - - - - - - - - - GRADE BREAK EXISTING PHASE 1 � 32 FG 1 V v�v A A ° v 4200 EXISTING MAJOR CONTOUR 00 ° I I \ `\\\\\ o- \ - - - - - - - -420'- - - EXISTING MINOR CONTOUR L N 5 1 I \ \\ \\ 20 PROPOSED MAJOR CONTOUR c Z 2712.50 - - 2 j 2715.16 \ \ \ \ o O N EG I FG 2712.70 �3� I FG \ \ 0 FG FG15.45 I FG14 52 I \ \\ \\ 20 PROPOSED MINOR CONTOUR Zd - - I I I I 31 I 2712.FG I FG \ \\ \\ PROPOSED A.C. PAVEMENT ~ I I I I I 3 v vv v v v v ` \\ \� PROPOSED CONCRETE PAVEMENT ^ o 2712.80 2714.43 2712.96 2715.23 I I All 2715.04 `\ \�\ \ V - y q FG FG 2714.29 - - FG \ \ \ \ \ PROPOSED LANDSCAPE m EG I FG FG \ U) � 2714.34 Z II 30 (� 2713.08 M FG `\ ` \ \\ 96.34 EXISTING GRADE SPOT ELEVATION FG I \ "�\ FG 0 3 12 I 4 \ \�\ 97.ss a U 2713 "7 - - PROPOSED GRADE SPOT ELEVATION FG 2713.22 N 2715.01 2714.08 m U 00 c l V II i FG ^ - FG - - - - FG °I - - 2714Fc ^\ \ \\\� ABBREVIATIONSE c LL 2 I ° N 2713.35 2714.08 I\\ \ \ \ FG I FG I \� \ \ \\ FG 6� FINISHED GRADE SPOT ELEVATION 0 II I d �I 22 13 I 5 I J \1\ lI� 97 6� EXISTING GRADE SPOT ELEVATION O 2713.35 2713.56 I I I I\ I � EG EG FG - - FG I 2715.38 2714.45 - - FG - - - - FG I . \ I I IIII FG ME 97.66 FINISHED GRADE/MATCH EXISTING SPOT ELEVATION L.L cv 28 2713.69 2714.87 \ III I 0- III I I FG FG I III II II I II 21 I 14 2714.53 2714.92 I I I Q 0 3 FG FG FG13.67 I i i FG 2713.91 I 2715.74 2714.81I I 2714.6E \ III I I N 0 FG FG FG I II I I Lu I Z y - - - - - - I I II CO 27 I 2714.03 I I . 2�,5 I III III U Q 00 m i FG ° I I LLI 1 5 I 2715.36 I I�I I I 0 I _ _- - - ' FG I I II Q ' Q - 2715.02 - -- -_ 2714.25 2716.11 _- -- -- -- -- FG I 2715.18 I I III I I � z � Z _ e _ i FG I ° FG J O z FG FG I I I CL U) 6 12714.37 - - - 8 I III I I � r� LLI U) E N I FG ° V I I III LL 19 I 1 6 ° 2715.6E - _ m I z � p W W 3 2714.83 - - ^. Z EG I FG 2714.59 2716.48 2715.55 N 2715 FG I I I � LLI L 3 � I FG FG - - FG / •I I I I � � � �-�, j I 25 I 2714.71 I g III III U Q J Q n/ o N L.L a I I . I FG O I I bsz�, �LLn U 2 O 2716 FG �/ I I III < V LL 2715.34 2716.00 I O ° EG I FG I 2714.93 1 1 8 17 2715.FG I I FG �- I II to �\ m ° c� 2716.12 24 \ FG BLOCK 6 ° 2716.40 C� FG �S ��16.12 2716*26 I FG II - 2715.18FG i 2716.03 FG �2715.20 / / ° l II 23 W. LYRA ST 2716.06 11 // I jI I I / N N N Z � I FG � 2716.27 FG IIII \ O 2716.87 Ili III _ c I FG -2717 2716.89 \ 2716.52 - - 2716.46 I c� 2715.76 - - - - --- - - - Il Ili \ J Q EG I FG I FG 20 I 2715.38 2715.64 2715.98 2716.32 2716.54 14 FG o a I FG FG FG FG FG I /�I / co o I I 12 U w I 2717.33 C4.20 cf) I I - - - - o 00 w ¢ 2717.66 2716.76 2716.50 I I 2716.86 2716.92 O p o EG I FG _ - FG FG16.44 19 I 18 I 17 I 16 I 15 FG FG / /�/��'/ m m z° C00 m o .z y �� / II I I 13 / /j,;\�/,\/ I I z z Y w o (D co z o / I BLOCK 5 / /i�/i/ I I Q U w o - I _ _ _ �� // I I o o c> _ I - \ � � 2718.53 / w = � Q � 2 / rn FG ��� = w 2718.47 - SEAL LL EG -_ n2716�11 _ ��2 _Ic2717.97 2719.22�� %, 2719.23 - 2719.EG -- 2719.EG L-V _ 2718EG__ � 1 _ �� - - - - _ --- _-- - } -2720= �, EG EG _ - _-=_ _ 8�_= - - i 4. 10 Q t i ov1 Od4 X EG _ S ONA L 2 77 -oa - - - - - - - - - ��F \,\CEujiNSfO 2 ° m 8670 Y 01/14/2022 O o N p p a NORTHoo qTF of �oP Q co U O L KEY MAP N U t p I m m 0 40' 80' 1 60' Y ; SHEET w w SCALE: 1 " = 40' C4. 10 _ \ GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS BETWEEN THESE \\\\ \\ \\ \ \ \ \ \ \ �`� \ \ ��/ / / / •0 \ PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER \\ p / a \ IMMEDIATELY. 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. ENGINEER: NATURAL RESOURCE SOLUTIONS LLC. ADDRESS: 5740 N. APPLEBROOK WAY BOISE, IDAHO 83713 PHONE: (208)850-4926 19 PROJECT No.: GE00TECH0PROJECT No. 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE\ \ \\\\\ \ \ \ \ THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL Zp LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING a CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN HEREON. Ir THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT C) SHOWN IN THEIR PROPER LOCATION. w I \\\ � \ /% �\I �\\\� \ \ \\ %;. • � LEGEND LLJ \\ \ \ /✓// \�\\� \ \ \ \ \ `� — PROPERTY LINE lI \ �\\\ \\\\ \\ \\ ,// \ �� / \ \ RIGHT—OF—WAY LINE ADJACENT PROPERTY LINE �* A A \I \ �V AA\ V A A\ \\ 2712.97 EXISTING PHASE 1 FT \\ EXISTING IMPROVEMENTS A FIGME �� SAWCUT LINE \ — — — — — GRADE BREAK \ \ A \V \ \ rm 4200 — EXISTING MAJOR CONTOUR 0-0 \\ I \ I \ \ \\ \� �\\ a �• \\\ \\ / -4201- EXISTING MINOR CONTOUR L co,)) 200 PROPOSED MAJOR CONTOUR o Z 4201 PROPOSED MINOR CONTOUR z° O s \ \ \ i• �f� \ \ � \V PROPOSED A.C. PAVEMENT o 2712.60 2711 _ IS ST VA -�' FIG ME AA \ \ PROPOSED CONCRETE PAVEMENT o I NA vvv v 0 - �� PROPOSED LANDSCAPE m° \ I — a, Z 7 F(96.34) 34 EXISTING GRADE SPOT ELEVATION / A\ \V\\ \\\ \ �i�► I A\ \ �T \V 97.66 \ \ \ \ ` \ FIG PROPOSED GRADE SPOT ELEVATION BLOCK 1 v\ \v\� v v v v v -9 \ \ o Q ABBREVIATIONSLL VA \ Cn a VA� \\\\\ \qq\ \ \\ FIG66 FINISHED GRADE SPOT ELEVATION W m I _� I vvA \� v� v ,�� \ v vV AFT 97.66 I I V A A Q� EG EXISTING GRADE SPOT ELEVATION os9 � \V A 97.66 I \ \ \ 97 ME vv FINISHED GRADE/MATCH EXISTING SPOT ELEVATION 4 I I �® v y v • vv �� m I I I 2712.44 \V A V A 3 I I I FG ME t \ \ vl L 1 \ v ACNI w ct) Z m (0 C'7 w Q 00 1 \ \ w = O 1 I I vvv v z \\\ J z ® \� z OQ LLJ co v > j I I I / • �' \\� \\ \\� \ i z p w W LL \\ I I I a / - - - � �Xm � 0 J > c I I I I I \ \\\ \ \\ / 2712.67 ME L.L Q -i Q CDLL 4 v I�I I oC I I \v v o i o a � 4 I I I 712.69 12 ME t I I o \ \ \\\ I® EXISTING PHASE 1 z/ 3 CJ vvv / \ ® ® w � N w I ICD C4.20 . Ilrl W. B IARIDGE D . \ I \ a m \ \�\ \ / \ Q Q m o lEZo \ oa \ I I \ \ o � o A I 2712.66 \\ \ / 0 m z 00 Q \ I I FIG ME a \\ \ m w 0 � CO N \ _ W 0') m z \ �I I I \ \ \ / Z Z Y w p Q Zy \ r I \ \e \ / I < co co w o f I III I I N - - - - - - - - - - � - - - - \\\\\ \ ° o Q \ I \ / V I I SEAL a� LL y C4.10 LL N / TONAL f �,\CEN%LLJ ���y 8670 MATCH LINE: SEE SHEET C4. 10 NORTH 0 1/14/202 2o c co OP a °0 lF OF o J KEY MAP � 3 cq N VI a 0 _ m 0 40' 80' 1 60' Y ; SHEET U ' N ° a ~ SCALE: 1 " = 40' C4.20 MATCH LINE: SEE RIGHT cc \ I I I I 29 5 i i �2 �' o Ir o I I " IIa - - - - I - - — - - s I I / o I I II I I I 1 6 I —* _ 12 w 15 I 28 — _ _ — 5.4 - - — - - f� s j 1 N ao HAR ISR ST C7.30 I 27 7 00I I W.LEARMONT ST Zl M ,e�l Pi C7.30 5.4 BLOCK 6 I I I BLOCK 1 � / o O N - - 26 Z O �_ BLOCK 5in I cn N 1 32 — — — _ 00 I oC o v CD I / c I UL I -� 2 I I I 1 25 10 F C7.10 5.1 Qs I I I m Cn 0 I � I I • I - - � - - I - - I I i NORTH Z I I 31 I I I I C.) 1 1 � I m 3 co 24 11 a I I 1 0 40' 80' 1 60' 0 0 I o m I I m LL a Q y 1 1 30 o I ° � I I _� I SCALE: 1 " = 40' w I I I I 4 I ` > 23 12 I O T I I I 1 LEGEND CD 29 t I o I I I Q N I I 1 PAVING PLAN AND PROFILE SHEET UMBER I 22 13 5 I I I � NN 1 Q w � z co M 1 — — — — I 1 I 1 UTILITY PLAN AND PROFILE SHEET UMBER W 00 i I I 28 I N I I a 0— m I I 00 I - - C7.40 I I c� I Lu Q J o I 1 Q o II C7.20 5.2 21 14 I 1 I z — z Cn 0Q I I I 1 Lu cn o I s I J > t I 27 I - - — - - 1 1 7 I i LL LL m Lu LU II 20 15 I I Q J cow 0 I I 00 � cn I - - � I I I � � LL � Q J Q ou 26 - - - - s 1 I I zAn 0 I I I s l I I I > (D Q LL 19 16 CL O a CD a II I ° I 25 9 I 1 ID 1 I a 1 I I I I E 1 — — 18 I 17 I s cN cN cN CD CD CD z 3 I I N N N 3 1 o UTILITY SHEETCUT 10 _ 24 5.3 , BLOCK MATCH LINE: SEE LEFT r r r c/) cn w Q U wCL cn wa i 11 23 \ _ W.LYRA ST 11 uw I s o I g SS S g s o Z 1 00 O Q Q Lu o O Q I — — — _ PAVING SHEETCUT _ _ — o co — _ _ o 00 m z 00 w U icn 11 2 1 I 1 co 14 Z Z w p Z Q o I II 22 I 1 12 < W 2 0' E I I o o C) 0 Q 2 = w I SEAL 2 ALL@ - - � v I 1 19 I 18 I 1, I 16 I 15 II 21 I , 1 SS\ONAL FNG wI CD I 11 I I 13 ♦ ��� �\CENSF� BLOCK 5 y 8670 Y v ' 2Rlld o 01/14/2022 S Q oo qTF OF \0 S_ EXISTING GRAVITY i IRRIGATION EASEMENT r � 3 04 N U t 1 N 2 O o Y SHEET U w t � N o d C5 .00 WATER CONSTRUCTION NOTES O1 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE 2 SHEET C0.1. O2 POTABLE/NON-POTABLE UTILITY SERVICE CROSSING. SEE WATER NOTE 3 SHEET C0.1. O3 REMOVE EXISTING BLOW-OFF AND MAKE COMPATIBLE CONNECTION TO EXISTING 8" MAIN. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION. ® INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER LOCATIONS PER CITY OF MERIDIAN SD-W6. O5 INSTALL DOUBLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET METER LOCATIONS PER CITY OF MERIDIAN SD-W6. �v © INSTALL FIRE HYDRANT PER CITY OF MERIDIAN SD-W8. / � z O7 INSTALL 45' BEND. ~ a bald aa� �Ni� aald a I� vNi� a�i� �� az U) 6 U ��► 11 SLEEVE MERIDIAN TER ySERVICE THROUGH SEEPAGE BED PER CITY OF o w I I I I I I I I I Q I I I I I I I I 1 0 2 3 4 5 7 8 9 I SEWER CONSTRUCTION NOTES �o� _ a 00 pp Cp N sF p a? I� r) r r r' 00 *k ''� N U') 00 ,'o i ri o 00 Ki� 00 r�i 00 O1 STANDARD SEWER SERVICE LINE PER ISPWC SD-511 WITH + i�N + L N + N + 'n N rn L N `n N m `n N STANDARD SERVICE MARKER PER CITY OF MERIDIAN SW3. L- II II II + � + � + � + u- O> I O> O> ALL II � � II ALL II t II Lo II EXISTING PHASE 1 a z a z I Q z I . o z 1 1 o z_ I o z I o z o z O3 SLEEVE SEWER SERVICE THROUGH SEEPAGE BED PER ACHD v~i I 1 v~i I 1 1 1 N I STORMWATER DESIGN DETAIL 07. V) 1 1 O 1 1 1 1 O 4O REMOVE EXISTING CLEAN OUT AND MAKE COMPATIBLE CONNECTION Un TO EXISTING 8" SEWER MAIN. 00 3 5 5 4 5 Ln L N 00 0 6 6 O � �\ 2 2 2 — — 2 6.0' W o O z _ 76 3• 7 2 2 LL1 _ mr— g 4 2 M "2M^..g M ..E M ,;B M "2 7 0 NOTE: N U SSMH Al 161.3• 2 — �/ 2 S. REDWATER AVE 1 2 o W 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER PIPE o 11+00 12+00 2 1 — — — — 13 00 Lo °' o W CENTERLINE. o 1 +00 2 5+00 15 15 " Do 2. SEWER CONSTRUCTION SHALL BE PERFORMED IN SSMH A2 SSMH A3 W ACCORDANCE TO THE ISPWC AND THE MERIDIAN a EX. SEWER SERVICE 4 o (IS (IS 4 2 SSMH A4 J SUPPLEMENTAL SPECIFICATION SECTION 500. , o C� = 3. SANITARY SEWER SERVICES SHALL BE TYPE D SERVICE Z in nq CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE Q — UNLESS OTHERWISE NOTED.5 5 5 3 3 3 U 5 4 4. COVER OVER WATER MAIN SHALL BE 4 FEET. 00 1 0 O 1 00 1 1 1 1 1 /,\ 1 1 1 00 co u) L) �% ►7- O O O O 4pOp O M M m LL 16 + O r+j r7 O 00 pl)Ki 00 O r m +^ O 1 + I + I O r N to t0 O) �� r r r n r w o ~ �> 1 OMr I I 7MN I � �i N ;N Nr�N rorr + I + I r7N r�N NO? QI�> QLL> QL� 1 II I II r)N T I I �-2 ? Liz F- L n O HQ Li��j I H¢ L��`> >II c O_ O O H 1 Q LLo o1 o � OZ oZ125 I 6 7 8 II C5.40 O 13 14 15 16 17 0- I Q 1 I I I 1 I I I I I I BLOCK 6 0 O N W W Z J U U) M aY cfl + Q 00 ^ 00 L LL000 oc) OW w zE C5.40 ov Z �0 z — 0 in 00 cq CL Z NE O 00 ,) N O Z O � O M r Z O rO v^ Qa NO N O) I� Or 0+ r, o Q ^ > Q + " Z C5.10 z L O � C5.20 Jo " LLJI U) H�l I —i N " 0 C cf) U2716 2716 w 0 Ji 3 EX. GRADE0 ROAD N o z z C5.30 E NILL E -- U - U = J Q O KEY MAP U Q LL PROP. GRADE N.T.S. o 0 ROAD q Ur [` 2712 2712 E 120 PVC STORM PIPE 0 230 LF OF 8" PVC ® 0.62% 2 N N N 3 2708 t 230 LF OF 8" PVC ® 0.42% 270$ Z U Z o 0 0 s O 3 d i i U) U EXISTING PIPr 46 LF OF 8" PVC C� 0.42% Q 3Q' 60' 120' J Q o — d a 9 LF OF 8" PVC 0 0.42% Q a 2 U co U Z) w a 2704 2704 SCALE: 1 " = 30' w w _ = g o 2' z o Q Q m O 'o o 2702 2702 m m ° 00U) p N N 17 m p Z 00 p M W U Lo K Lo Z z Lu U 0-) Q zz o N N N N N N < W = p z10� wN 10+00 11 +00 12+00 13+00 14+00 15+00 p p SEAL .. LL U- U SS\pNAL FNc WI � a \CENsto O m 8670 �0 1/14/2022 CD P� 0 0 o ,9gTF OF Q cm 'o ��A IL NP 0 J � 3 N U s O m N Q m � m Y E SHEET 10 w w y 10 0 CL F C5 . WATER CONSTRUCTION NOTES O1 POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE 2 SHEET C0.1. O2 POTABLE/NON—POTABLE UTILITY SERVICE CROSSING. SEE WATER NOTE 3 SHEET COA. O3 REMOVE EXISTING BLOW—OFF AND MAKE COMPATIBLE CONNECTION TO EXISTING MAIN. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION. ® INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD—W1 AND SD—W2. SET METER LOCATIONS PER CITY OF MERIDIAN SD—W6. i I O5 INSTALL DOUBLE 3/4" WATER SERVICE LINE AND METER PER CITY I I I OF MERIDIAN SD—W1 AND SD—W3. SET METER LOCATIONS PER CITY OF MERIDIAN SD—W6. I 1 I I BLOCK 6 © INSTALL FIRE HYDRANT PER CITY OF MERIDIAN SD—W8. _ z _ _ ° _ o ® INSTALL 12" X 12" TEE PER ISPWC STD DWG 403 WITH (1) 12"x8" a 1 ddi� did >_ did ddi� �� d� REDUCER AND (3) 8" GATE VALVES, PER PLAN. bb b b. � b � �� - rn I w —� �, I I I I I I I I I I I I 11 SLEEVE WATER SERVICE THROUGH SEEPAGE BED PER CITY OF BLOCK 6 W I 1 29 28 27 26 25 24 23 22 21 20 19 18 0 Q 1I 1 ~ Op 1 ~O I I I Z Oa pNZ oro ap0N 000 p Az O � o p '' op pMrh + ,, N , o 00 , 0 � ,o pp po00 Lo i 0 � f+ ± �Cp N � j N � 1I + LN�+ ± A SEWER CONSTRUCTION NOTES O II MAN <O> p> o> � � + + z > o> o> o o> � EXISTING PHASE I z > Z 0> 0> `2o: Q z zQ Qm N a cn O STANDARD SEWER SERVICE LINE PER ISPWC SD-511 WITH 1 �1 I 1 Q 4 1 1 1 cf) 1 V) 1 1 O STANDARD SERVICE MARKER PER CITY OF MERIDIAN SW3. 0 Q 5 4 L6 3 SLEEVE SEWER SERVICE THROUGH SEEPAGE BED PER ACHD 0-0 5 5 5 5 4 U O STORMWATER DESIGN DETAIL 07. N 6 — — — — — —6 — — w O Z 3 2 2 1 2 2 1 2 2 0 2 2 2 2 LL] N z O w 126LF 12" PVC z u„ w 8„ w g„ w 8„ w w d w „ _ - U 2 �—® S. COLDITZ WAY 2 o w NOTE. N W 10+ ole I 12+00 2 — `� — — — 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER PIPE co 0 11+ o g 13 00 N 15+0o w CENTERLINE.14+00 o N SSMH 61 s-Eg << z 2. SEWER CONSTRUCTION SHALL BE PERFORMED IN ^ LL 1 2 2 ACCORDANCE TO THE ISPWC AND THE MERIDIAN 2 (ISaS 2 = SUPPLEMENTAL SPECIFICATION SECTION 500. o ( ) () 3. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE o Z — — — — — — — — — — — — — — _ _ _ _ CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE Q ® I I ® 0 5 5 \ 3 115 3 5 UNLESS OTHERWISE NOTED. U b I b ®I — 5 4. COVER OVER WATER MAIN SHALL BE 4 FEET. Y 1 U I 0 Q L� � O> ■ � Or 00 , a)I 1 0 1 1 1 LL 0 0 0 p ' M00 LN + co Lo -pm o -02 1om O + 0 Oo o - C14 o> � i 0o N N r C14 " + N)04 � wH �l > z >N ? ~ ? ? 0 ? ~ ~ ?O oz wo c O wo t O /i ° 14 15 M.40�� 32 31 30 29 28 27 26 2524 O M co 0- 1 1 Q 3 = Q ddld ddid ddid zz: ddld Q ddid N N O m N ddld ^ 1 7 co I N _ iI I C5.40 � ° O oC z Z TCL E C5.10 06 w o C5.20, Z LL > o W Ill 2720 2720 Q LL � 3 / J J � � W C5.30� U co > LL 0 3 c ° J Q o 00 z KEY MAP J = O LL ., c 00 0Lo N.T.S. Q 2716 .M Lq 0 2716 ( o o +N � N m N� N H N ? O 2 _ (n Z Z EX. GRADE 0 ROAD q a p 2712 2712 Z N N N Z PROP. GRADE N N N 3 ® ROAD 04 04 04 S 3 U) 12" PVC STORM 0 3 0' 6 0' 12 0' w Q a_ 2- - U 2708 102708 SCALE: 1 " = 30' U' a 400 LF OF 8" ® 0.42% w w z o T of w z 201 LF OF 8" @ 0.43% 0 Q Q 00 00 > J °° } 00 d ° m z 00 O Q N m 0 0 O W z z UJ o U C7 U W U m - _z 2704 ExisTiNc PIPE 2704 Q w = Qz 0 U o = w .. 2 2702 2702 SEAL � J c c0 0 rn c0 U M raj N Nof r7 CAI y N N N N N N O��SS\OC Nsk., y o 10+00 11 +00 12+00 13+00 14+00 15+00 ca " 8670 o 0 1/14/2022 O P� 0 0 o ,9gTF OF Q cm ° J � 3 N U s p m N Q m V CD Y E SHEET o w w N o 1E C5 .20 WATER CONSTRUCTION NOTES O1 POTABLE/NON-POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE 2 SHEET COA. O2 POTABLE/NON-POTABLE UTILITY SERVICE CROSSING. SEE WATER NOTE 3 SHEET CO.1. ® INSTALL SINGLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W2. SET METER LOCATIONS PER CITY OF MERIDIAN SD-W6. O5 INSTALL DOUBLE 3/4" WATER SERVICE LINE AND METER PER CITY OF MERIDIAN SD-W1 AND SD-W3. SET METER LOCATIONS PER CITY OF MERIDIAN SD-W6. O7 MATCHLINE SEE SHEET C5.20 MATCHLINE SEE SHEET C5.10 INSTALL 45' BEND. - - - - I i SMH A4 ,n N N o i o Z Z H a II cc I 18 I 17 10 p SEWER CONSTRUCTION NOTES STA:15+54.23 I 7 cUn 24 OFF:36.0' o INV=2711.2 O STANDARD SEWER SERVICE LINE PER ISPWC SD-511 WITH c I 5 STANDARD SERVICE MARKER PER CITY OF MERIDIAN SW3. II 5 `� - - - - I O STANDARD 4" TRAFFIC RATED CLEAN-OUT PER ISPWC SD-506A. w - - - - 2 7 I 8„ W 8,� 8„ W 5 9 2 �, W. LYRA ST 7 P a 23 STA:15+97.01 0�S, _ _ _ 11 I I OFF:25.0'Ol o SSMH 62 17+00 2 0 8+00 2 8+66 N:692327.09 INV=2711.5 0 {�E:2452281.36 II 00 1 SSMH B3 INV=2712.4 II � 5 �I / 2 I STA:16+02.29 - m OFF:43.9' 2 2 5 5 4 14 INV=2712.1 1' N:692289.56 m II it P N;692288.10 I I � 12 O o0 o NV42712.7 z 22 E:2451964.97Of 1 N 0u I o °° I o f 0INV=2712.2 N z + 0i c 00- N + STA:18+58.42 w a Q �u I 00-0I +rn-0I o N I 00 n 2 OFF:37.9' - - - - NOTE: ~ > M N M N QL> - INV=2712.7 0 N o z Q LZ Q L> N o z 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER PIPE c - - - - - N o z - N o Z cn o Z CENTERLINE. o 2. SEWER CONSTRUCTION SHALL BE PERFORMED IN �; II I 19 18 17 16 15 I 1 I ACCORDANCE TO THE ISPWC AND THE MERIDIAN m II 21 Oi I I I I I 13 I SUPPLEMENTAL SPECIFICATION SECTION 500. , co Cn 3. SANITARY SEWER SERVICES SHALL BE TYPE D SERVICE Z +o"� BLOCK 5 CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE O o� I0 o N 00 �N UNLESS OTHERWISE NOTED. � coN F_ L,> 4. COVER OVER WATER MAIN SHALL BE 4 FEET. 2 U Q LL.``, 4 Q Q Q q V) 0Z U aald N o Z- aald a Id a l a Id as d I,1 aald O 0 m LL N S Q u O I ' I o � w (7) W Q a 00 E ^� -- -05.4 o y /� _a �� Lc) 2720 w^i" 00 to 0 2720 NO � c N 3 .0) M � p +� N H m � 00 0) N 0] I- m +� N Z my FN NZ Nz > N o O ?o Lu 7 >> > J_ (n co N z z Z EX. GRADE Q 00 1 ° 0 ROAD LL W 2716 2716 O 11 0 Q Q n r C5.40" ��^ z Z Y PROP. GRADE ,emu �/J - Q O ® ROAD W 1W co N z 1 1 C5.20 VI5.111j0. QCL m Lu w 2712 2712 3 �U U) w L C5.30 LL Q � Q c J � C _ 264 LF OF 8" ® 0.65% O (D ILL KEY MAP o 2708 2708 N.T.S. (� a 2 a E 0 a 2704 2704 N N N 3 CD CDO z 3 NORTH r r r T T 2702 2702 L7 U o (o N ui Q 0 30' 60' 120' Q � a r d U a N N N co a 16+00 17+00 18+00 ' w = = o _ O � T N N �/ L.L L.1_ � LL /Z o Q Q v, O > J o o_ 0 00 0 m m Z 00 p co w U z � w U 6) m o � U ULLJ Q � W 2 Qz E 0 0 U o _ � SEAL L w � J c U Q L ASS�0 NA L F,yc/ � a UO8670 I S m m po �0 1/14/2022 oo OP O a co o lF OF Q M N O L e�GA I L NPR J � 3 N U s p m N Q m � m Y E SHEET o ic � w C5 . 30 WATER CONSTRUCTION NOTES O1 POTABLE/NON—POTABLE UTILITY MAIN CROSSING. SEE WATER NOTE 2 SHEET COA. O3 REMOVE EXISTING BLOW—OFF AND MAKE COMPATIBLE CONNECTION TO EXISTING MAIN. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION. © INSTALL FIRE HYDRANT PER CITY OF MERIDIAN SD—W8. O7 INSTALL 45° BEND. 10 INSTALL 2" TEMPORARY BLOW—OFF ASSEMBLY FOR FUTURE WATER MAIN EXTENSION PER ISPWC STD DWG 405. 12 INSTALL WATER LINE IN 16" STEEL CASING AT IRRIGATION CROSSING PER CITY OF MERIDIAN SD—SW1 AND SD—SW2, PROVIDE 3' SEPARATION FROM IRRIGATION LINE. z 0 a U co W 0 W Q 0 qll I II I II 14 I I I it L - - cnCD W / N I I \ I L D I I II I I N II 15 \\ \ I I • O o I Z D I I I \\\ I I z 0 < � I i CD \ i I 3 NOTE. C U I 1. ALL STATIONING AND OFFSETS ARE FROM THE SEWER PIPE bldid I U \ I I 0 P CENTERLINE. o — W ��� I I F �� 2. SEWER CONSTRUCTION SHALL BE PERFORMED IN c� I g� ACCORDANCE TO THE ISPWC AND THE MERIDIAN o 1 I I 1 = Cn I ——+____ — / SUPPLEMENTAL SPECIFICATION SECTION 500. co \ \ I 0 3. SANITARY SEWER SERVICES SHALL BE TYPE 'D' SERVICE Z — — 187LF 12 PVC W I — 6 _ ��" R� Pv� CONNECTIONS PER ISPWC SD-511 WITH 2% MIN. SLOPE 28LF 12" PV \\�� II W — ��4LF 12 / UNLESS OTHERWISE NOTED. C/) O 4. COVER OVER WATER MAIN SHALL BE 4 FEET. W. 7 I 1 I I . LEARMONT ST W o /� Y z 1 „ PVC — / �� O I I J eo — _ ^» pVC 63LF 12 7 % i \ m LL y 33LF 12" PVC — 1 — — — — _ ' » 58LF 12 U 10 72LF 12 PVC I W p,FtRIS ST %9 / m 0 o m I L1J o S _ \ i BL D OCK 5 I — m I I II I 32 i BLOCK 1 /� \ N N O a - - I W � LJJ cfl Z w I I J (� co m o I y ml 31 C5.40" `� � ° I I i O Q i J II a C5.10 O z Y C5.20 °� w o Ell ir—_ z LL 0 Lu w 15 O 3 C5.30 � J co w KEY MAP J U = co o O a N N.T.S. ( LL � Q � o U m m 2 a E a m 0 N N a N NORTH y N N N 3 O O O z U N N N 3 p 0 30' 60' 120' r r r co Ucn U>` a C N SCALE: 1 " = 30' Z:) w d � a N W r T _ _ 2 O C pp O W Q v Q Q 00 J o m m z 000 N \'/ W U z � LU U 0') m o U U L Q Q cl� LLJ 2 _ E a 0 0 U d = W y SEAL LL 6 LL m U } t �i � O� �OCENSFD�C�y� � n O 8670 Y 01/14/2022 o i 00 0 0 o 0 9 lF OF Q M CV O e�GA I L NP J s � 3 N04 U t � N o 2 0 Y SHEET U N d C5 .40 IRRIGATION CONSTRUCTION NOTES INSTALL 11.25° BEND. SIZE PER DIAMETER OF PRESSURE IRRIGATION PIPE. ��� I I —i • �2 INSTALL 90° BEND. SIZE PER DIAMETER OF PRESSURE I MATCH LINE: SEE SHEET TO THE LEFT IRRIGATION PIPE. INSTALL GATE VALVE. SIZE PER DIAMETER OF / PRESSURE IRRIGATION PIPE. ° EXISTING PHASE 1 �4 INSTALL 6"TO 4" TEE. I I —* �2' w I — /� INSTALL 8" PVC C900 PRESSURE IRRIGATION SLEEVE CENTERED UNDER ROADWAY. 6 INSTALL 12" PVC C900 PRESSURE IRRIGATION SLEEVE B° _ � — � � I I 14 29 8 � 5 � CENTERED UNDER ROADWAY. — ,A/ HgRRIS ST $ �i \ I 8 INSTALL 1" IRRIGATION SERVICE PER ISPWC STD. DWG. �� r s �8 EXISTING IRRIGATION SERVICE TO REMAIN AND BE a \ O I 9 I I — I PROTECTED. co 9 \ n I I � 28 8 6 / EXISTING PRESSURE IRRIGATION PIPE TO REMAIN AND o 1 1 15 u I g ' BE PROTECTED. CO 10 INSTALL 6" GATE VALVE, CAP FOR FUTURE PHASE 3 MAKE BLOCK 1 \ \ TIBLE I 8 I CONNECTION TOEXISTING — — —I — — — S EXTENSION. - - I I I \ \ I I PRESSURE IRRIGATION PIPE. 12 3 _ I 27 8 7 0 TIBLE CONNECTIONv MAKE ATO EXISTING PRESSURE IRRIGATION NOTES: L I PRESSURE IRRIGATION PIPE. \ — zJ W. LEARMONT ST z — — — — — 1. ALL VALVES, FITTINGS, AND APPURTENANCES SHALL — — H T N W -4 . 75 LF 6"PIRR i � AVE THRUST BLOCKING PER ISP C SD 03 6 — _ — 2. CONTRACTOR TO PROVIDE AND INSTALL 2-WIRE ® 7 CONTROL CABLE IN THE PRESSURE IRRIGATION MAIN 3 � TRENCH, TWO INCHES ABOVE THE PIPE. CONTROL 00 o BLOCK 6 MAKE COMPATIBLE CABLE SHALL RUN FROM THE CONTROLLER LOCATION L _ _ 26 9 PRESSUCONNECRE TO EXISTING TO EACH COMMON LOT SERVICE LOCATION. PROVIDE A N I � I PRESSURE IRRIGATION PIPE. \ I I 1 I 7 I 7 I 24" LONG CONTROL CABLE LOOP IN THE COMMON LOT O o z VALVE BOX. INSTALL CONTROL CABLE THROUGH A 4 BLOCK 5 I _ — I — _ — � E) DEDICATED SLEEVE UNDER ALL PAVED AREAS. ALL Z O III I I a I I I I I 32 0 I CABLE SPLICES SHALL BE MADE IN VALVE BOXES WITH wr I_ e I I I 7 WATER PROOF CONNECTORS. COORDINATE THE 2-WIRE o (� O 2 7 I CONTROL CABLE INSTALLATION WITH THE DEVELOPER. c — — 25 10 I ^ o III I °° I I I 7 7 _ — _ DOMESTIC WATER METER o II I I I I I I BOX COVER. OBLITERATE o Z 7 31 I I WORDS "WATER METER" O I o o I 3 FORD NO X 3 CAS IRON 24 11 m 7 WITH 13 1/2" LOCKING LIDS U 91 I I o 7 7 O III I �I - - I — - - — c C w 30 ~ AIR RELEASE VALVE 00 LL y I I I I I I I 7 I s 1 I °� m 1 1/2" 200 PSI RATED 0 N I I o- a I 4 OR EQUIVALENT Lo m I I I I I I '' 23 7 12 20" PVC >t,2, m I N 0 — Y w cc I 7 29cn N I� II I 13 _ Q t I I EXISTING PHASE 1 (7 I 22 - - 8 1 O I I I 7 7 5 I MIN. 1 CY DRAIN ROCK 7 - z N N O 28 - - — - - N � I - — Q Lug Z 9 1 I I I 7 I � - - � (� < 000 i N �II I I Lij D ® ® I II 21 I 14 „ - I 7 7 - - 7 - _ z Q o J 443 LF 4 PIRR E I I • a I I I I ,> 0 z z Z Y II I I I — — _ _ _ -III III- Cn O Q 0 — I 27 I 7 Q W vno LL . 6 IARIDGE D . _ I 7 I 7 p Lu LU c 20 7 15 N I _ _ AIR RELEASE DETAIL LL 8 1 `� o _ I I 7 I I s NTS DC U Cn U) W I — I 26 I - - — - - c w >_ LL 3 II _ ri 8 O b I I 7 I 7 Q J Q ® ® I I 19 I 16 551 LF 4"PIRR Ur > O — — 7 W o III I I 11 7 I GC CD C� CL I - - — - - I 9 7 25 I ^7 00 INN ImmommiI ID NINE — I I s MATCH LINE: SEE SHEET TO THE RIGHT i it 18 7 7 17 i n I N N N 10 z 3 I O O O 7 24 , BLOCK 6 7 o t r r r DOMESTIC WATER METERco BOX COVER. OBLITERATE — WORDS "WATER METER" I I Lu Q FORD NO X43 CAST IRON I II 8 W 8" W b Q ° WITH 13 1/2" LOCKING LIDS I II 23 65 LF 4"PIRRW. LYRA STco 11 o I I 7 s 8 SS S 8 s 7 ~ " I 5 ^ � T - � . I _ — _ — — 3 - - - - m o0 CD o I it I — 1 - - - — — I 14 a m a m o o o y 1 1 2" CURB STOP: _- 20" PVC I I z °0 } �_ / BALL VALVE I II 22a I I 12 z z U U rn 00 I 7 88 LF 4"PIRR 7 v LLJ o Q Q o E — — — — — — — — Q � � I I I Is = w c 0 0 U d .m _ I I 19 I 18 I 17 I 16 I 15 7 SEAL I II 21 IJ 13 } t -MIN. 1 CY DRAIN ROCK � 11 1 1/2" BRASS PIPE. TO BOTTOM OF VALVE I I 7 >, 7 7 4 I BLOCK 5 SS\oNAL FNG FOR SUPPORT I 223 LF 6 PIRR 7 7 4 i WI I 2 7 �� \CENSFD n Id iRlld a - I a:w — a aa�a � ,0 867 0 264 LF 6"PIRR NORTHco OF 9T/14/202P�� cn 6jGA IL Np`�` s —III III ' > 3 r N U t O —I rn m DRAIN VALVE DETAIL 0 40' 80' 160' Y E SHEET NTS N I ° a ~ SCALE: 1 " = 40' C6. PAVING CONSTRUCTION NOTES 2714.99 2715.01 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STD DWG SD-702. ° 7_15.06 ° ® CONSTRUCT 5' DETACHED CONCRETE SIDEWALK PER ACHD 2714.94 4.96 o� SUPPLEMENTAL STD DWG SD-709. 2% MAX. CROSS SLOPE. 71 a 271 ° � ° 2714.84 ° © CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR 00 PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL STD DETAIL 2714.92 - 2714.90 SD-712 & MODIFIED ISPWC STD DETAIL SD-712A, TYPE "A". SEE 2714.90 N 2714.88 SHEET C8.10. 2714.79 2714.71 \ �7 CONSTRUCT TYPE IV CATCH BASIN FOR ROLLED CURB PER ACHD SUPPLEMENTAL STD DWG SD-604A. 2714.51 INSTALL 1000G SAND & GREASE TRAP PER ISPWC STD DWG M <<g 2714.53 M "2SD-624 WITH 20" BAFFLE SEPARATION. ���� <<� b1 11 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 0 0 N 12 INSTALL 12" PERFORATED PVC PIPE. LENGTH AND SLOPE PER PLAN. a 12714.84 0.50% 2714.82 - - w 13 CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C8.10. U) 0 S. RED WA TER A VE 15 ADJUST MANHOLE RIM TO GRADE. w rn 19 SHARED DRIVEWAY PER DETAIL 2 SHEET C8.10 WITH DRIVEWAY�_l o ENTRANCE PER ACHD SD-710. 2714. 2714. 1 2714.79 2714.71 21 INSTALL 48" DIA. STORM DRAIN MANHOLE TYPE A PER ISPWC STD 79 DWG SD-612. a 2714.90 2714.88 2714.92 U) 2714.90 L0 00 0.50 . .97 - 2-7 271-4.8-5 - a L co a 2715.00 957214. NOTE: p00 NN z O 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET z° CURB RAMP DETAIL STA=11 +10+00 1"=10' CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA N U ° STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. m LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A 00 RAMP. I ICD m U^ a I I I I I I I I i I I o z c o 2 3 4 5 7 8 9 10 C7.30 �� U 11 12 I 13 00 co LL \ ° ME/Pc I I I GB I I I m co STA:10+00.00 STA:13+00.00 4 OFF:16.50'LT OFF:16.50'LT I I o a TC:2714.67 PT TC:2713.80 rn PC C7.40 `� L1J STA:10+66.04 6 CB STA:15+20.49 STA:11 STA:12+00.01 STA:12+46.01 4 STA: 13+00, -15.50LT O OFF:16.50'LT STA:13+73.01 STA:14+19.01 STA:14+65.01 OFF:16.50'LT 70 g TC:2714.97 s ° OFF:16.50'LT o -OFF:16.50'LT - - -OFF:16.50'LT - RIM: 2713.54 - -OFF:16.50'LT - OFF:16.50'LT - OFF:16.50'LT - - TC:2715.56 0 O TC:2714.53 -�ri cn TC:2714.30 TC:2714.07 7 INV OUT: 2710.54 (12") O o N ° TC:2714.38 TC:2714.75 TC:2715.12 a� } Q25: 2.40cfs ° 15 00 J Q100: 3.34cfs 0- M „9 M �,8 M <<g g 14 C7.30 0- 2 <<g M <<g M g �� M ..g 11+00 12+00 31 LF OF 12" ® 0.99%12 3 00 \ � �� - o o U 11 LF OF 18" ® 1.00% 14+0o S REDWATER AVE 15 i oo 19 BLOCK 5 S Of p) m� - + - - - - I- - T- - S «8 BC 4B 11 11 LF OF 12" ® 0.00% 12152 LF OF 12" 0 0.00% 15 15 - - - - I IF \ N o SS "° �� STA: 13+00, 15.50RT \ ss ,_�3 SS _R N ME/PC 11 11 LF OF 18" ® 0.00%� C7. � 0 W W 't y STA:10+00.00 RIM: 2713.54 15 12 52 LF OF 18" @ 0.00% 15 cn INV IN: 2710.23 12" 7 aS n =� \ C7.20 O ( ) STA:15+75.58 / J (n M OFF:16.50'RT a + INV OUT: 2709.73 (18") aS OFF:16.50'LT Q ao TC:2714.56 STA:10+21.63 0 � SEEPAGE BED #4 13 \ L.L LLI a "PT Q25: 2.40cfs -- TC:2716.00 = O OFF:16.50'RT - - - - STA:10+66.04 -i° - - Q100: 3.34cfs - - - - - ~ _ TC:2715.19 6 } 2 11 LF OF 18" - - - - - - 15 Q J OFF:16.50'RT STA:11+63.19 STA:12+09.19 1.00% �T�- 3+47.19 STA:13+93.19 STA:14+39.19 STA:14+85.19 4° \ 1- z z TC:2714.97 OFF:16.50 RT OFF:16.50'RT I OFF:16.50'RT - OFF:16.50'RT OFF: OFF: PC E I 4 TC:2714.48 TC:2714.25 SD-4A STA:15+20.49 °' I - C) D z 0 STA: 13+00, 19.50RT S&G-4A TC:2714.18 TC:2714.54 TC:2714.91 TC:2715.28 + p� - Q STA: 13+00, 24.50RT OFF:16.50'RT o L1J U) RIM: 2713.86 TC:2715.56 - 21 g RIM: 2713.96 4 KEY MAP Z LL p w W INV IN: 2709.69 (18") INV IN: ° N.T.S. LL m Lu INV OUT: 2709.69 (18") I INV OUT: 1(1'8") ° INV OUT: 2710.47 (12") 2 3 I I I I I I GB/PT (J� 16 0 11 GB GB/PT LJ5 I 6 7 STA:13+00.00 a STA:16+15.23 3 13 14 17 STA:16+15.23 F- 15 OFF:16.50RT 16 () OFF:16.50'LT TC:2713.80 OFF:16.50'RT TC:2716.32 I I TC:2716.32 I = Z Q J Q n/ l a J v l I ° I� - /Q LL Q- V > � LLOSTA:16+51.87- z OFF:16.50'LT � oBLOCK 6 CL 4 I I I I I I I I I l a CD TC:2716.05 MATCHLINE SEE SHEET C7.20 0 30' 60' 120' of SCALE: 1 " = 30' N N N 3 N N N S 3 d U) U U) cD 720 2720 J Q N U 0 o ,6 W o OM N cl) o T +^ 0_w � T_ m O 2' z O Q Q o N >O d oo� d W 0 00 }00 00 r g :716 7 N 0 ROAD ODE 2716 m o o � rn 0 00 m z 00 w 5; Z Z Y VLLJ O m m 0_w Q z `o z Q +0.80� N cLJ w p -0.50% Sri cfl w = Q �� +^ 0 U o N = g o°ro° o0 oN- CO SEAL iia) LL ' p`� i!z VEX. GRADE i N w J N +N 0 ROADCL Q 712 m J o f w 2712 NA w ``' ,, ``' 12" PVC STORM FSS\OCENs FNc, � a o y f0 yF` � F _ 710 2710 Y �o 8670 o O M 01/14/2022 o a un 4 M 4 Ln (6 `p00 I 'o N N N N N N N lF OF \OP� N � s 3 10+00 11+00 12+00 13+00 14+00 15+00 16+00 B�Gq�L NPR N U s p I m N Q m m o S REDWATER AVE. PLAN AND PROFILE Y E SHEET U w w y 10 0 0- F C7. 2713.49 v 2713.51 PAVING CONSTRUCTION NOTES �2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD ° 2713.57 2713.41 2713.47 273. 2713..43 v ° SUPPLEMENTAL STD DWG SD-702.p 1 .3 2713.39 27137 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL CURB AND STA:21+15.25 STA:20+83.25 GUTTER TRANSITION PER ISPWC STD DWG SD-707. SEE SHEET C8.10 FOR MODIFIED DETAIL. OFF:16.50'RT OFF:16.50'RT N TC:2712.62 TC:2712.85 ® CONSTRUCT 5' DETACHED CONCRETE SIDEWALK PER ACHD 00000000 _ __ _ SUPPLEMENTAL STD DWG SD-709. 2% MAX. CROSS SLOPE. CONSTRUCT 4' WIDE VALLEY GUTTER PER ISPWC STD DWG SD-708 2713.29 2713.19 AND ACHD SUPPLEMENTAL SPECIFICATIONS. 2713.02 „8 W 8„ W 2713.00 12 12" W 8" W 8" W 8„ STA:21+09.73 8„ W W -STA:20+88.80 8" W © CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR S. COLDITZ WAY OFF:14.84'RT OFF:14.82'RT PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL STD DETAIL o S. COLDITZ WAY TC:2712.67 TC:2712.82 SD-712 & MODIFIED ISPWC STD DETAIL SD-712A, TYPE "A". SEE o SHEET C8.10. N STA:21+03.20 STA:20+95.31 ❑ CONSTRUCT TYPE IV CATCH BASIN FOR ROLLED CURB PER ACHD OFF:12.50'RT OFF:12.50'RT SUPPLEMENTAL STD DWG SD-604A. z TC:2712.71 TC:2712.76 0 0.60% - - - - - - �9 INSTALL 1000G SAND & GREASE TRAP PER ISPWC STD DWG a SD-624 WITH 20" BAFFLE SEPARATION. C) N STA:21+19.59 STA:21+11.70 cn ui OFF:12.50'LT OFF:12.50'LT 11 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. o TC:2712.59 TC:2712.64 b\ o 2713.00 c� +I STA: STA:21+06.15 12 INSTALL 12" PERFORATED PVC PIPE. LENGTH AND SLOPE PER N 2712.97 w 2713.12 2713.03 OFF:14.82'LT OFF-14.18'LT PLAN. a TC:2712.54 TC:2712.69 13 CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C8.10. 00000000 - 14 ADJUST WATER VALVE BOX AND COVER TO GRADE. a I 2712.90 STA:21+31.64 STA:20+99.64 M OFF:16.50'LT OFF:16.50'LT 15 ADJUST MANHOLE RIM TO GRADE. 2713.32 ~ 2712.63 2712.91 TC:2712.49 TC:2712.73 2713.38 2713.36 2713.42 � 2712.49 SHARED 2713.47 p 2713.41 0.62% 2713.39 2712.79 I� p a p v 19 EN RANCERPER ACHD SD DETAILIVEWAY PER 710. 2 SHEET C8.10 WITH DRIVEWAY 2713.57 ° 2713.51 2713.49 2712.98 p v 2712.83 p a p v v 00 1-3 2712.50 O 2712.48 a 2712.93 - - - a v p p 1-39% 2712.43 p- - - - - - - - - �_ - - - - - - - - - �_ - - - 20 TRAFFIC CALMING BUMP OUT, SEE DETAIL THIS SHEET. !co 6.40 I 2712.45 5.37% o N 2712.48 BUMP OUT DETAIL 1"=10' 21 INSTALL 48" DIA. STORM DRAIN MANHOLE TYPE A PER ISPWC STD O co z 2713.31 2712.43 W 1 0 2713.03 o DWG SD-612. 2713.18 2712.45 J 2713.01 NOTE:ALL RADII ON BUMP OUTS ARE 10' Z z O 2712.8 I / i I 2712.85 � I � ~ 2712.85 \ / 2 712.8 6 � N 2712.75 � U 2712.75 I 2712.86 2712.85 ^ 00 NOTE: 0 CURB RAMP DETAIL (STA=22+96+00) 1"=10' 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET 00 (n Z CENTERLINE. z 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA O STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. MATCHLINE SEE SHEET C7.10 LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A U - - w - - - w - - w - - - Wd - 17 RAMP. U eR�ld _ O o m BLOCK 6 I I I I I I I I 4 o _ I - - � - N I I I I I I I I I I I I L 0 I 18 I I J -C7.30 > 2 0 STA:16+97.87 NN PT OFF:16.50'LT 18 0. 29 28 27 26 25 24 23 22 21 20 19 STA:17+41.23 TC:2715.71 0- GB m I I I I I I I I I I I oFF:16.5o'RT cn I I I I I STA:21+50.00 I I I I I I TC:2715.39 I a 3 EXISTING PHASE 1 I CB-3A OFF:16.50'RT I �- - - - C7.40 36 2712. L STA:21+91.25 STA: 21+50, 15.30RT TC: PC PT y a oN ° }� ° STA:17+41.23 - _ Q CQV OFF: RIM: 12.11 STA:18+34.99 STA:22+52.25 INV OUT: 270 .LI(12" CB-3B OFF: OFF:16.50'LT N=- O ' TC:2712.61 z y OFF:16.50RT 5: 24 STA: 2150, 15.30LT STA:20+07.25 (fQ0 w TC:2712.97 RIM: 2712.11 OFF:16.50'RT TC:2714.69 TC:2715.39 co TC:2713.42 . Q100 344 STA:19+61.25 STA:19+15.25 STA: 00 - - . wQ2 . c . fs ME 11 4 C730 = o F:16.50RT OFF:16.50RT OUT: 2708.30 (18 ) :16.50RT o\ OFF:16.50RT OFF:16.50RT OFF:16.50RT STA:17+78.29 OlSTA:23+79.64 31 LF OF TC:27 C 11 c OFF:16.50'RT 13.53 T : 72.88 12" 1.00% Q25 3.42f TC:2713.08 TC:2713.76 TC:2714.10 TC:2714.44 OFF:16.50'LT = . TC:2715.11 z: . 4 C zJ e SD-3A 0x _ _ _ _ C7. 0. z Y 12" W 12" W STA: 21+50, -19.50LT 8" W 8" W 8" W 8" W -8" W 8" W (n O Q O a RIM: 2712.42 11 4 LF OF 18" 0 1.00%'1 S. COLDITZ WAY 20+^ 2 19+00 - C7.20 06 W > 0 _ _ 21 o3oc) a°a ° z W >IlI INV IN: 2708.26 (18") 11 14 LF OF 12" 0 0.00%- - - - �o \ri \- - - - 1 - t INV OUT: 2708.26 (18") 20 ° CO "' m LL 20 0 @ 2 3 SS ,8 5 INV OUT: 2708.76 (12") SS ,8 12 31 LF OF 12" 0 0.00% SS „8 SS „8 SS „8 Q m 15 °/ 15 J > 3 5 LF OF 18" 01.00 11 (IS o N t SEEPAGE BED #3 13 rie- 06� + 4 19 I r1 � (� w 3 ° ° ° 6 a S&G-3A ° a °a o ° a a , . _ STA:18+08.54 `J LL E ME - - - - - ° \ / a STA: 21+50, -24.50LT - °� - - - - - - - 'n'N - - - - - - - _ OFF:16.50'LT STA:23+79.64 STA:23+33.64 STA:22+84.C14 6 RIM: 2712.5 g 11 12 LF OF 18' 0 0.00% STA:20+69.64 STA:20+23.64 STA:19+77.64 ° STA:19+31.64 ° STA:18+85.64 TC:2714.89 KEY MAP z Q J Q 6 INV IN: 2708.21 (18') 130 LF OF 18" 0 0.00% 12 PC U = ® OFF:16.50'LT OFF:16.50'LTJ OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT > O © TC:2713.25 TC:2713.46 TC:2713.13 INV OUT: 2707.81 (18") GB I STA:18+34.99 N.T.S. Q (D > g °, � v I BCR STA:21+50.00 TC:2712.95 TC:2713.29 TC:2713.64 TC:2713.98 TC:2714.32 OFF:16.50'LT I CL o m BCR STA:22+11.14 OFF:16.50'LT TC:2714.69 OFF:16.50LT � I ' I STA:22+64.14 - TC:2712.36 OFF:39.19'LT I TC:2712.73 g TC:2712.59, ECR ° a STA:22+31.14 OFF:39.21'LT 30 29 28 27 26 25 24 23 22 21 1 ° TC:2712.59 ID al I ° I z 03 I I I I I I I I I I I I N N N 3 0 0 o z 0 30' 60' 120' r r r Z: U V C W a SCALE: 1 " = 30' a co U i U w 2716 0 2716 w o _ - - Lo O m O w Q +N PROP. GRADE 4% Q Q O > -S a N 0 ROAD -0.7 00 O c >J N, m co 0 00 Z 00 co co o_w °>� � Z Z Y W OO .02 +0.60% , t� z z U m c Z I N Q g 5 2712 - - EX. GRADE Cot N c i w 2712 � W 2 � = 0 Q E r� 0 ROAD J 0 10 10 D _ _ `�°ro SEAL LL N m y LL m NN U N qa a w SS\ONAL FNG WI 12" SD o 2708 INV:2709.52 2708 8670 Y 01/14/2022 0 2706 1 1 1 2706 qTF OF a o t r ao co M o ao GA IL kA s N N M In o VI N N N N N N N N 0 0 23+00 22+00 21 +00 20+00 19+00 18+00 17+00 Y ; SHEET U o a S COLDITZ WAY PLAN AND PROFILE C7.20 PAVING CONSTRUCTION NOTES ° �1 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD a 2711.98 2711.40 SUPPLEMENTAL STD DWG SD-701. I 2712.08 2711.38 ---------------- ® CONSTRUCT 5' DETACHED CONCRETE SIDEWALK PER ACHD 2712.00 p I 2711.34 SUPPLEMENTAL STD DWG SD-709. 2% MAX. CROSS SLOPE. 2712.10 a 2711.--4 �5 CONSTRUCT 4' WIDE VALLEY GUTTER PER ISPWC STD DWG SD-708 I I 2711.44 Qa D.572� - - AND ACHD SUPPLEMENTAL SPECIFICATIONS. I 2711.34 ° - - 2711.86 ° � _---- � - - � 2712.01 _ -------- ° © CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR 2711.44 2712.00 I 2712.13 2711.30 0 2711.25 PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL STD DETAIL 2712.05 2711.28 SD-712 & MODIFIED ISPWC STD DETAIL SD-712A, TYPE "A". SEE 2712.15 2711.86 ° 2712.07 SHEET C8.10. 2711.57 2712.05 2711.96 00% 2711.44 2712.02 ° °°°°° ------------- 4 ® CONSTRUCT TYPE III CATCH BASIN PER ACHD SUPPLEMENTAL STD b\ 1� s.00� ° 7.94% 2712.14 - ______------ 2711.10 DWG SD-603. 0 2.007 2712.00 2710.89 2710.67 INSTALL 1000G SAND & GREASE TRAP PER ISPWC STD DWG 2712.17 2712.07 o 36% 2710.69 -N SD-624 WITH 20" BAFFLE SEPARATION. z W -W. HARRIS ST 2712.02 2711.46 2711.47 ° 27W9 _1 0.53 , 11 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. a 2711.95 0 27 ----------------- a 2711.94 N 12 INSTALL 12" PERFORATED PVC PIPE. LENGTH AND SLOPE PER w Q - - a CURB RAMP DETAIL (STA=12+55+00) 1"=10' PLAN. NORTH 2712 22 I pip 2712.01 ° 13 CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C8.10. 2712.12 2711.61 w a 4 0 2711.72 I 2710. - 14 ADJUST WATER VALVE BOX AND COVER TO GRADE. o 2711.65 --------- '� c/i \ 2711.86 rn 2710.84 2711.08 2710.74 Q 17 INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD-1132A. a a CURB RAMP DETAIL (STA=16+32+00) 1"=10' 2711.23 18 INSTALL TYPE III TERMINUS BARRICADE PER ACHD SD-1132B. NORTH 2711.23 °�° °�°° 2711_34 _ 2711.32 �, W. LEARMONT ST o- 2711.79 2711.51 2711.22 Q o 44 N 2711.87 ° 2711.61 2711.43 a a'- Q NOTE: 00 N 2712.02 2710.88 2711.26 / 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET Lm 2711.76 2711.25 N ►00000Qo° ° a 2710.87 2711.42 2711.35 CENTERLINE. co 2712.15 0 I 1.17% 2711.48 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA o Z _ _ 2711.41 O 7.00� 000 � 0 STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. Z o ° 57% � LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A 2712.14 2712.22 2711.47 1� 2710.90 RAMP. m 2712.22 2712.23 2712.32 2711.49 2710.90 Q 2710.99 I U 2711.39 2711.26 a ^ c 2712.33 / 2711.56 / 2711.58 m I 2711.48 2711.67 0 a Q 2711.57 m (n 2711.59 2712.49 2711.69 0 ° C7.30 Z 2712.49 I � i O CURB RAMP DETAIL (STA=10+36+00) 1"=10' NORTH CURB RAMP DETAIL (STA=10+36+00) 1"=10' NORTH O C7.40 c LL ME/PT /� ` 0 0 a I I STA:10+00.02Lo w\Vo I OFF:18.00'RT a, = I I cD BCR ° I \ I TC:2712.35 i o C7.30 O H } I STA:10+18.00 a� O \\ \ I a Q U TOCF2711 84 T BCR I` I ti i I 15 STA:11+91.50 () \ I 4 OFF:36.50'LT I STA:11+50.00 s ° I !Y W I ECR TC:2713.13 I STA:10+50.00 ° ° C7.10 Q _Q STA:10+48.00 I° ° LU 6 _ \ I I OFF-18.00'RT i A C7,20 OFF:16.50'LT ECR W I CB-16 TC:2711.58 T ° 0 TC:2712.41 ° O TC:2712.00 STA: +68.81 6 J = ° STA:11+00.00 8 y ��� � STA: 12+20, -16.81 LT 95% N Y I ' - - ° I CB-1A I OFF:18.00'RT ° N Q W I OFF:16.50'LT O a RIM: 2710.54 TC:2712.00 °� i O W 6 I STA:11+00.00 TC:2712.59 V LLJ ° I I °' _ U) STA: 12+20, 16.80RT g INV IN: 2707.39 (12") J Cn M Z cl) RIM: 27 54 a \ ° a ° v> a° ) Q25:INV 01 11 cfs 07.39 12" o \ 1 L7 I a OFF:16.50'LT (/) LLJ e INV OUT: 2707.56 I _ ( ) �7 ° / L.L IJ..I = O J - - TC:2712.27 4 - � Q25: 0.23cfs---�" Q100: 1.54cfs `n N ��°� o O ~ Q J N STA:12+90.33 Q100: 0.32cfs � cA , �N / OFF:18.00'RT 6 ° = p0 1 m I I 1 0� / a TC:2711.28 ° ° -� ��X,/ ® KEY MAP � z z �/� _ Z Y 10�00 - - � Gl M Z o 0 1 i v! O O 3 0 o I I " - - - ° RR1 o. o 1 ° ° ,i N.T.S. � Q O m II W. LEARMONT ST 1 \5 - _ = 11 11 LF OF 12" @ 0.49% 9 z LL p w W STA:13+38.37 �2+ STA:10+50.00 - _ OFF:18.00'LT _ OFF.18.00'RT 1 38 0.41% 1213+00 I I o �TC:2712.41 ' ME/PT ` m c I I STA:11+00.00 TC:2711.47 � l' 117 LF OF 18" o\ ��i �/' STA:10+00.08 J J > ao w o+� m - - 34 LF OF 12" ® 11 % I 0.00% \ J STA:11+00.00;/ OFF:18.00 LT \ � (� o I I a OFF: - , 1 , SEEPAGE BED 1 1 a ° TC:2712.52 U � w 64_1 ° I 'n�cn TC:2712.27 BCR 18 5 m N ITC:2712.00 `J LL L.L STA:11+68.79 6 ° I ° z Q J �/ ECR I 4 - - OFF:16.50'RT- °� - - - _ / NORTH _ U = °I I STA:10+48.00 TC:2712.59 °I - ® ° S 'STA:11+50.00 \ ' O OFF:16.50'RT C ° , OFF:18.00'LT � LL ECR °a I BCR 13 TC:2711.58 Q Q - 17 18 I TC:2712.01 STA:11+91.50 - STA:13+38.37 } ti ° 6 I �_ -- 12 � \ � O OFF:18.00'LT (� __-f� 48 LF OF 18" 0.00% \ \ Q 3O' F O' 120' ME/BCR 17 I I 32 OFF:36.50'RT N TC:2711.47 Q ECR GB STA:10+18.00 ' TC:2712.73 I°° 6 !000� OFF:46.50'RT ~ a ° STA:12+46.70 STA:12+20.00 BLOCK 1 TC:2712.34 I I i BLOCK 5 I I °� I 17 1 Q W I I OFF:18.00'LT OFF:18.00'LT 1 \ EC I TC:2711.11 TC:2711.00 o I I a I SCALE: 1 = 30 STA:13+08.56 � I = S&G-1 A \ » > ° I m OFF:48.03'LT co I ° I BCR I 9 S M: 27 1.20 9, -28.14LT \ TC:2711.41 Q W m STA:12+74.75 I INV IN: 2707.34 (12")w c> OFF:45.81'LT INV OUT: 2706.94 (18") \ M ° m ° I ° Io cl� I I. I I TC:2711.36 I / N N CN N s I = I I 31 F-1 � I � I N N N � � 0T ll1^ VJ vJ C w Q f0 J Q � U a a 2716 2716 2716 0 2716 �' 0 0 rn a O o co°° +'`� 00 W O O 00 +� N� +N _ o co Op�j In q- �N N c0 �� Q' Q' c + 04 � z o + c° o N > a w c6 00 o EX. GRADE > Q Q 00 O w Q �� +� dw +"? o� ® ROAD q o w 00 N Or N O a � >J „N >J EX. GRADE M0 00 c o N 0-w dw dw 0 ROAD � �N N� m Z 00 N U a co w -N m LLJ Ji U O� 2712 +2.00% Q Q o +0.50% 2712 2712 w -2 90% -0.83% 2712 < U) Lu 0 z ��� +�, PROP. GRADE O +0.40% p p U _ E Q ` ® ROAD Lq 0 00 _ rn°N° o+ci SEAL O +r- r-a0 to 07 0 � m N N M M M r PROP. GRADE N N� >� °Mom `� rnF, ® ROAD q N m_j < o� aw �N MN NN �`' SS\ONAL FN wi 2708 >'w 2708 2708 w c i``' 2708 o m w a w a 12" SD O N m INV: 2708.50 8 670 Y -o o 01/14/2022 0 2706 2706 2706 2706 � 00 . pQ g 0, o O n I� O cfl � lF OF \ Q co . N N M r N_ N GA I L NP�� M o ° _ _ O j 3 N N N N N N N N U s -' 10+00 11 +00 12+00 13+00 12+00 11 +00 10+00 N Q m V [Q SHEET U C7. 30 w W. LEARMONT ST. PLAN AND PROFILE W. HARRIS ST. PLAN AND PROFILE o � PAVING CONSTRUCTION NOTES �1 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STD DWG SD-701. ® CONSTRUCT 5' DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STD DWG SD-709. 2% MAX. CROSS SLOPE. �5 CONSTRUCT 4' WIDE VALLEY GUTTER PER ISPWC STD DWG SD-708 AND ACHD SUPPLEMENTAL SPECIFICATIONS. © CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL STD DETAIL SD-712 & MODIFIED ISPWC STD DETAIL SD-712A, TYPE "A". SEE SHEET C8.10. ® CONSTRUCT TYPE III CATCH BASIN PER ACHD SUPPLEMENTAL STD DWG SD-603. �9 INSTALL 1000G SAND & GREASE TRAP PER ISPWC STD DWG SD-624 WITH 20" BAFFLE SEPARATION. z 11 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. a U 12 INSTALL 12" PERFORATED PVC PIPE. LENGTH AND SLOPE PER LU U) PLAN. 13 CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C8.10. w 14 ADJUST WATER VALVE BOX AND COVER TO GRADE. o 17 INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD-1132A. a 18 INSTALL TYPE III TERMINUS BARRICADE PER ACHD SD-1132B. NOTE: co co 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET N CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA O co STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. z LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A z° 0 RAMP. � � � N U0 00 00 0 L C7.30 U) � C) z IC 0 ai I lal Y I t I I ' � ol� . I I I C7.40 0 0 m�� LLU � 31co ECR STA:10+15.23 EXISTING PHASE 1 W OFF:45.21'LT _ LU=�,Z- - - - I _ O I C7.30 TC:2711.11 I = 0 - `A ALL- �- Y vJ --� ECR I STA:16+54.40 22 LU J 22 STA:16+87.40 BLOCK 5 I BCR OFF:48.00'LT OFF:712.01LT dal, C7.20 C7.10 TC:2712.00 I I TC:2712.01 STA:10+45.10 HUM HUM HUM � HUM dulo In BCR GB/LP J TC:271.00'LT CB-2A - - STA:15+00.00 STA:16+24.40 I J� _ 6 N CNJ 0 - --- -TC:2711.36 --- ---- ---- ---- --- -- ---- - STA: 15+00, -1711 .00LT -- OFF:18.00'LT I -I- 6 GB/HP -- ---- -- OFF:18.00'LT -- --- --- - -- --- ---- ---- -- 4 RIM: 273LLLT7711 1 0.75 TC:2711.84 - 6 -- LLJ16 W z STA:13+00.00 g TC.2711.22 STA:11+00.00 STA:11+50.00-00 STA:12+50.00 STA:13+50.00STA:14+00.00 INV OUT: 2707.74 (12") / \ J � ' ° ° OFF:18.00'LT J.: - STA:15+50.00 STA:16+00.00 J OFF:18.00'LT OFF:18.00'LT OFF:18.00'LT_ OFF:18.00'LT OFF:18.00'LT Q25: 0.92cfs W - TC:2712.62 - ,ri N = OFF:18.00'LT - - - - - OFF:18.0 )'LT _ OFF:18.00'LT = O 2711.66 TC:2711.90 TC:2712.14 J TC:2712.38 TC:2712.27 } TC:2711.92 o Q100: 1.28cfs- TC:2711.47 TC:2711.72 a CB-2B 17 BCR 0 ~ 0- TC: Q J O 1 19% STA: 15+00, 17.00RT STA:17+17.40 KEY MAP Q o T 10 00 11+00 121 n 5 OFF:18.00'LT � z �{j i 1 13 00 14+00 RIM: 2710.75 11 34 LF OF 12" ® 0.50% S. OAKBRIAR WAY N.T.S. z Z Y U - - �- - - - _oQ - - - - + - - INV IN: 2707.57 (12 ) g 15 00 - - �vTvv 17+00 1 19 TC:2712.31 (n 0 Q 0 I- ,n o- M m i -INV OUT: 2707.57 (12") - I - -I 18`s 06 U) Q25: 0.31 cfs LLI U) N W S. OAKBRIAR WAY Q100: 0.43cfs 1 STA:17+17.40 zLL o LU �, OFF:18.01'RT LL 0 W W = cy_ N 43 LF OF 12" C� 0.00%12 11 7 LF OF 12" ® 0.50% TC:2712.11 _ m 3 (n Q -STA:11+00.00 - STA:11+50.00 - -STA:12+00.00 -°JJSTA:12+50.00 - 0000GB/HP - � J _ _ _ NORTH v� LLJ I 2 - STA:13+00.00 - -STA:13+50.00- -STA:14+00.00 - - - - -STA:15+50.00 - STA:16+00.00 STA:16+70.90 U � N OF C:2711.66 OF C:2710'RT OFF:18.00'RT OFF:18.00'RT ° OFF:18.00'RT OFF:18.00'RT LL LL W I OFF: ° OFF:18.00'RT N OFF: OF:16+ 0 90 TC:2711.66 TC:2711.90 TC:2712.14 TC:2712.38 TC:2711.47 TC:2711.72 - 3 I W � 6 n TC:2712.62 TC:2712.27 � TC:2711.92 13RT Q ECR L* 6 TC:2712.10 - SEEPAGE BED #2 17 STA:10+48.35 / N U = OFF:18.00'RT 11 LF OF 18" ® 0.00% 11 GB LP , , , LL m TC:2711.41 S&G-2A STA:15+00.00 0 30 60 120 Q I� Q 0 17 18 17 STA: 15+00, 24.00RT OFF:18.00'RT RIM: 2711.34 9 TC:2711.22 CL O STA:13+38.37 BCR INV IN: 2707.54 (12") SCALE: 1 " = 30' ~ OFF:18.00'RT STA:10+18.35 TC:2711.47 OFF:48.02'RT INV OUT: 2707.14 (18") TC:2711.47 0 a 3 N N N S 3 d U) 2716 O 2716 w U) O O Q Q cq 'o oo`n rn rn 0o N U n +N O (n 00 N)� 0 �O +N O O N O + Q 0o0 O JJ ON �� N W r +7 (60O0 +� 0-w 07 ..N >J = o O^ +o PROP. GRADE + > 0.w C T .N 0 i „N EX. GRADE ® ROAD Lo N CL w O a a m 00 >J A >� 2712 } } 00 � z o >J ..N �w o w m o 00 > J 2712 ``' w m z 00 o +0.48% _p 70%, +0.50% } �_ +0.50% 00 Lw v rn m - y 2 ppq �'75% �PROP. VEX. GRADE O°o O N O GRADE ® ROAD � rn N Q EE E 000 0 ® ROAD � N +N r-N 0 0 U 0 z O� +� W 2 = g + �co CO J SEAL .. LL O� N� ..W Ww J 270E..N o 2708 U y m J 'o N n 12 SD w w INV: 2708.68 SS VocENsfo��/y o a 2706 2706 _ c0 rn 00 O N 00 m N cj N 8670 o � � � 01/14/2022 O 00 N N N N N N N �9TF OF Q 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 -1 IL kA m � S J � 3 N U s p m N Q m V CD Y o SHEET U w � .. S. OAKBRIAR WAY PLAN AND PROFILE C7.40 0 0 0_ 8' ACHD EASMENT R/W 50' PUBLIC RIGHT-OF-WAY R/W 8' ACHD EASEMENT C/L 5' SIDEWALK 8' PLANTER 18' 18' 8' PLANTER 5' SIDEWALK 20.00' 5' LANDSCAPE BUFFER 1.0' 1.0' 6" STANDARD CURB 12" TYP. AND GUTTER PER ACHD SD-701 TYP. o a 1.5% 2 2' % �— _ � _ 2.0- W s , . p . , , • � o o oQoQoQoQo 0 0 oQoQoQoQoQo o � _ = o 0 0 0 0 0 ob•' �o. 4:'. , I��_ Q 8" THICK CONCRETE RIBBON ' ' I II I IIII=� 2 FLAT LANDING — — 5 THICK CONCRETE OVER 4 — _ o BEHIND SIDEWALK, TYP. — OF 4" AGGREGATE BASE I I I=I — _ =1 1= I =1 I I I I I I I I I I =1 1= I =_—= CURB (TYP.) I III III I I,;, I I=I I I III I I III—III—III=� I I=1 I I I II I I I I I I I I I I I I COURSE PER ACHD SD-709 2 ASPHALT PAVEMENT a 3" ASPHALT PAVEMENT 71 4" OF COMPACTED 4" CRUSHED COMPACTED ED AGGREGATE CRUSHED AGGREGATE BASE COURSE BASE COURSE Ln co 17" OF COMPACTED 6" MINUS L co PIT RUN SUBBASE00 N COMPACTED SUBGRADE COMMON DRIVE TYPICAL SECTION 0 z O mr I- Z 36' TYPICAL STREET SECTION WITH DETACHED SIDEWALK00 N U 0 W. HARRIS ST. & S. OAKBRIAR DR. o � 0 0 co Z COLLECTOR ROAD STREET SECTION O SCALE: NTS 2 COMMON DRIVE TYPICAL SECTION SCALE: NTS `� U U 0 O U O c 1 . U m 1 , C 00 LL.VV NO TREES OR SHRUBS OVER SEEPAGE BEDLo o 0 a NATIVE BACKFILL OR z °' LLI STRUCTURAL PAVEMENT SECTION > PLACED AND COMPACTED PER O T GEOTECHNICAL REPORT 0 0 0 0 0 0 0 0 0 - 0 0 - 0 0 0 0 0 0 0 0 0 INLET FROM SAND AND SOLID WALL PVC PIPE PERFORATED PVC PIPE GREASE TRAP INVERT PER PLAN ------------------------INVERT-PER PLAN ------------------------- o o �5' MIN. o 0 0 0 0 0 0 0 0 0 o p OBSERVATION_WELL II N wNt 7O C R/W LLJ (n Ch R/W 3" WASHED DRAIN ROCK p w a 00 a 60' PUBLIC RIGHT-OF-WAY � T_ O C/L QQ J o z - z 5' SIDEWALK 8' PLANTER 16.50' 16.50' 8' PLANTER 5' SIDEWALK I (f) Q z Y a z J _ 0 LL 1 O, ASTM C33 FILTER SAND M O W w LL Lu 3" ROLLED CURB AND SEEPAGE BED PROFILE VIEW OHIGH GROUND WATER Q J W GUTTER PER ACHD 3 SD-702 TYP. ILL LL_ Q J Q 0 2� 2�_ �'S�' L U = o o Q - `LENGTH= L� Y Q �_ LL L • — -��—III—I °� � � � � � _ �—III—III-1 I I—I `° � � � � � ,.•� • ° —III—i , � O o b fn V � o Q O O O O O O O Q o 0 0 0 0 0 0 0 0 0 2' FLAT LANDING o 0 0 0 —_ —_�_ 0 5 THICK CONCRETE OVER 4 ET INL FROM SAND AND 18" SOLID WALL PVC PIPE 18" PERFORATED PVC PIPE BEHIND SIDEWALK, TYP. — _ OF 4 GREASE TRAP AGGREGATE BASE INVERT PER PLAN INVERT PER PLAN ° _ _ I _ ___ — _ COURSE PER ACHD SD-709 I II T I�I I II ,I - 1 � — I — 11=I I I_ I I I I I—III—I 11=III-I I I-I I I I I I I ------------------------------------------------------------ 3" ASPHALT PAVEMENT p N s N N 4" OF COMPACTED 4" CRUSHED AGGREGATE 12" SOLID WALL PVC PIPE 12" PERFORATED PVC PIPE 0 3 INLET FROM DIVERSION O INVERT PER PLAN INVERT PER PLAN r r r BASE COURSE MANHOLE r r r = ------------------------------------------------------------- ul 17" OF COMPACTED 6" MINUS OBSERVATION WELL 5, LuQ PIT RUN SUBBASE o SEEPAGE BED AREA �` "` �` Q � U 0 a o COMPACTED SUBGRADE o 0 0 0 0 0 0 0 0 0 10' MIN. U � N w w I: o 33' TYPICAL LOCAL STREET SECTION WITH DETACHED SIDEWALK SEEPAGE BED PLAN VIEW Q Q m o WQ o J00 o o NOTES: MONITORING WELL m m z 00 .N 1. SEE TABLE FOR SEEPAGE BED DIMENSIONS 00 Lu o U rn m o z 2. CONTACT DESIGN ENGINEER FOR SEEPAGE BED REDESIGN IF GROUNDWATER IS ENCOUNTERED ABOVE MAX HSGW ELEVATION. U Lu O Q z N 3. ALL VAULTS, MANHOLES, & SAND AND GREASE TRAPS SHALL BE HS25 OR GREATER LOAD RATED. Q w O a 4. ALL GEOTEXTILE SEAMS SHALL OVERLAP 1 FOOT MINIMUM 12� Lu = Q ° 5. EL. IN >= EL. BOTTOM PERFORATIONS IN 12" PERFORATED PIPE. 0 C) 10 1 d x u 6. BED WIDTH SHALL REMAIN CONSTANT SEAL LL � J c STORM WATER RETENTION SUMMARY TABLE FOSS\ONAL w \CENSFD ��` o m LENGTH WIDTH DEPTH x � TOP OF ROCK BOTTOM OF GROUNDWATER REQ D SEPARATION DESIGN INFILTRATION • NAME (ft) (ft) (ft) ELEV. ROCK ELEV. ELEV. (3' MIN) RATE (IN/HR) 8670 Y -o o Ol/14/2022 o SEEPAGE BED 1 53 10 10 2710.0 2700.0 ±2697.0 YES 8.00 �q7 \ Q� 00 0 a c SEEPAGE BED 2 48 10 10 2710.2 2700.2 ±2696.9 YES 8.00 9e OF M O s GA ILNP SEEPAGE BED 3 286 10 10 2711.5 2701.5 ±2698.0 YES 8.00 � 3 SEEPAGE BED 4 232 10 10 2712.9 2702.9 ±2698.9 YES 8.00 N Q m V [Q Y E SHEET 10 C L '_ C8. 10 3 LOCAL ROAD TYPICAL SECTION SCALE: NTS 4 SEEPAGE BED DETAIL SCALE: NTS STREET LIGHTING AND SIGNAGE NOTES O INSTALL TYPE I STREET LIGHT WITH 35' MOUNTING HEIGHT AND 12' MAST ARM PER CITY OF MERIDIAN STREET LIGHT DESIGN STANDARDS. MATCH LINE: SEE SHEET TO THE LEFT O INSTALL TYPE 11 STREET LIGHT WITH 25' MOUNTING HEIGHT PER CITY OF MERIDIAN STREET LIGHT DESIGN STANDARDS. ON NomiNnii NomiNnii N \ O3 EXISTING STREET LIGHT. ° EXISTING PHASE 1 INSTALL STREET NAME SIGN (ACHD TS-1109) PER ISPWC SD-1130. 'QOf — — — — INSTALL STREET NAME SIGN (ACHD TS-1109) AND STOP SIGN PER 1 F / ISPWC SD-1130. 1:1 I j I 14 1 0 29 5 1 EX.#54320C 3 a NOTE: cc I — — _ _ _ 1. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA o T STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. a RAMPITUDINAL SHALL BE LESS THAN 5% UNLESS AT A ° 1 2g 6 w 15 I° ; I � o w I - I EXISTING PHASE 1 I I - - - - I 2 #54322C o 4 •al 27 7 I o I NORTH W. LEARMONT ST I — — — _ — — \\ 0 40' 80' 1 60' BLOCK 6 Lo d i o L I #54327C 2 �� ! 26 9 SCALE: 1 " = 40' °co / CV RIS ST �'� I I - - 5 I I O 0 Z OAR _ p — I I W �'� \ I BLOCK 5 °I — — — 1 — — — I E) Z — I 32 I I o = � 2 1 #54331C \ ° 25 10 co o W N ° BLOCK 1 ,� \ \ ! — — — — — — C) 31 :I c/ � Z 3 0 I \ \ M 24 11 m0 : ! I �� 0 U I N � #54323C U L.L Y O ° \ I I - - — I — - - � C ti ~ LL 1 n y m '70 4 23 12 W I I I ,I —� I• C > ° I ° ° 29 °I I ;I — 0 y I I I I I !` '� 22 13 I ° 5 I Q � N ° — - - - - Z wIt N O :I - I cs 1 ,� ° 28 2 #54326C z Q � � #54330C 1 I I ® / I ° I I • I I w 1: 0 14 21 � � ® w ° I I o a - - - V ° I I I I z Z E C) Oz 0 Y 0 ° I 27 I 7 z W u) o ° � >LL 20 ! 15 I LL m w W `O itc — 3 I i o-- _ °I I I I U co w ° ! — 0 26 I. . - - - - - - I 8 z >- LL �la Q Q � U O O ° 19 I 16 I - - = OQ � LL 0 � o I rrnn a I EXISTING PHASE 1 n I °I I V (,r ~ 1 v I `D ° 25 I 9 Ilf I ° 1 I- ° ! D o 01 18 I 17 ! ® ® ! °I I ° 3 ! ° 2 #54325C N N N t I I 3 ro• ° ° 24 #54324C 2 10 0 0 0 1 4 BLOCK 6 4 o U 3 I ° _ ° � 6 IARIDGE D I ° w Q ° I J � I I . a 1 #54329C 23 W. LYRA ST co Z a I I I � ° 11 n V,VV kV kVVVVVVMAV�kiwV 4iA V', MV 44` Lu T cn Z I ! - - - - - - - � — ° I _ —°— _ _ Q Q CD° 00 o a ° I ° °I 1 I 1 m z co H p } ill 0 ! �' I ° �I 22 I 1 12 m o o o U Lu Q Q I I ° Q vJ w 0 co= o I I ° - - - - - - - - ® • I o o � � h ° ! 1 I I SEAL = w " III ° ! 19 1 18 1 17 1 16 1 15 � I ° U 1 MATCH LINE: SEE SHEET TO THE RIGHT I CD oj 21 1 13° 1 BLOCK 5 SS\�c Ns wl O ! - 8670 Y o ° 01/14/2022 CD o N J J j �O oo oo qTF OF �AILNP N U s p m N Q m V CD SHEET lo 0 F C9.