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CC - Construction Drawings CJ u B OUTER BANKS INFRASTRUCTURE lrP4 yi;F J-U-B ENGINEERS,INC. �0 z LEGEND — J EXISTING PROPOSED Sheet List Table C/D o Ir co M — — SECTION LINE W � Q o Sheet Number Sheet Title W MERIDIAN IDAHO -001 COVER SHEET BOUNDARY LINE Z X 2 - 00 P/E PERMANENT EASEMENT 'J C-002 GENERAL NOTES (� W g C\J3: o s SANITARY SEWER LINE as C-010 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN Z U) L o � 11I IIIIIIIIIIIIIIIIIIIIIII ' I LU C-012 GEOMETRIC CONTROL PLAN w WATER LINE w --- CD co iRR GRAVITY IRRIGATION PIPE .. CIVIL ENGINEER: DEVELOPER: C-013 UTILITY EASEMENT PLAN N ——— PIRR PRESSURE IRRIGATION LINE PWt DARRAL S. MOORE, P.E. ELK VENTURES, LLC J—U—B ENGINEERS ERIK PILEGAARD r C-100 OVERALL ROADWAY SHEET INDEX —— SD STORM DRAIN LINE Bu 3611 S ZINTEL WAY 10981 OLANA DRIVE KENNEWICK, WA 99337 TRUCKEE, CA 96161 B C-101 PRIVATE ROAD A GRADING PLAN AND PROFILE CENTERLINE — — 509-783-2144 916-425-5858 C-102 PRIVATE ROAD B GRADING PLAN AND PROFILE DMOORE®JUB.COM O_ PUBLIC RIGHT OF WAY LINE ——— ——— 0 S�ONAL FN P/L LOT LINE SEWER & WATER: ROADWAYS: C-103 PRIVATE ROAD B GRADING PLAN AND PROFILE I.z FS�\cENSF c,2 6" VERTICAL CURB AND GUTTER ® C-104 PRIVATE ROAD B GRADING PLAN AND PROFILE LLI o CITY OF MERIDIAN ADA COUNTY HIGHWAY DISTRICT 0 500 1,000 >— 6 6" VERTICAL CURB (NO GUTTER) 33 E. BROADWAY AVENUE 3775 ADAMS STREET o C-105 PRIVATE ROAD C GRADING PLAN AND PROFILE 0� MERIDIAN, ID. 83642 GARDEN CITY, ID. 83714 208-887-2211 208-387-6100 o J O ROLLED CURB & GUTTER O C-106 PRIVATE ROAD C GRADING PLAN AND PROFILE 5' SIDEWALK ES SUBDIVISNTRATA ION SCALE SCALE IN FEET C-107 PRIVATE ROAD D GRADING PLAN AND PROFILE V) 99,gqL°g �s SEWER MANHOLE LAND SURVERYOR: POWER: L1 w C-108 PRIVATE ROAD E GRADING PLAN AND PROFILE z S 3 14/2022 STORM DRAIN MANHOLE Op GREGORY G. CARTER, P.L.S. IDAHO POWER 9955 SURVEY GROUP, LLC 1JESS221 W. I AH m C-109 PRIVATE ROAD D AND 10 MILE INTERSECTION DETAIL GRAVITY IRRIGATION MANHOLE ® BOIS E. EMERALD ST. BOIS W. IDAHO STREET 208 E846-85704 2os Esea-i32s 2 ELI N C-200 OVERALL UTILITY PLAN DITCH FLOW LINE a W FRANKLIN ROAD a m PRESSURE IRRIGATION SERVICE C-201 PRIVATE ROAD A UTILITY PLAN AND PROFILE w W J � � STREET LIGHT CL PRESSURE IRRIGATION: C-202 PRIVATE ROAD B UTILITY PLAN AND PROFILE w°w° FIRE HYDRANT Y OUTER BANKS WATER ASSOCIATION o~w J axz °w BARAYA C-203 PRIVATE ROAD B UTILITY PLAN AND PROFILE �o �> > E� EDGE OF GRAVEL oo SUBDIVISION f a r m° m C-204 PRIVATE ROAD B UTILITY PLAN AND PROFILE 0�i3::x ———— EP EDGE OF PAVEMENT IRRIGATION DISTRICT ~"��w SUBDIVISION C-205 PRIVATE ROAD C UTILITY PLAN AND PROFILE '~z R>J z�<amW OHP OVERHEAD POWER oIIP NAMPA & MERIDIAN IRRIGATION DISTRICT 3 w af z w 1503 FIRST ST. SOUTH C-206 PRIVATE ROAD C UTILITY PLAN AND PROFILE 0 EP z� Z ga3omwx o x FENCE LINE -----x-----x— NAMPA, ID. 83651 C-207 PRIVATE ROAD D UTILITY PLAN AND PROFILE oZ=�� W o STREET SIGN -r 2o6-4ss-ass3 W o SINGLE WATER SERVICE C-208 PRIVATE ROAD E UTILITY PLAN AND PROFILE 20 J o k N�LLOWm � � DOUBLE WATER SERVICE °pit DRY C-209 WATER LINE A PLAN AND PROFILE a W :0:, w WATER VALVE C-210 WATER LINE B PLAN AND PROFILE F W 0 3 Q = CONCRETE SIDEWALK 0 C-21 1 WATER LINE B PLAN AND PROFILE w~Z, I Q ASPHALT ROADWAY 0 C-212 WATER LINE C PLAN AND PROFILE _o Z n w� w= !tlC-213 WATER LINE D PLAN AND PROFILE of m�=zo iO nQm FM o ABBREVIATIONS PROJECT C-214 WATER LINE D PLAN AND PROFILE LOCATION C-400 ADA RAMP VICINITY MAP CB CATCH BASIN C-401 RAMP DETAILS CL CENTER LINE 4JPy C-402 RAMP DETAILS v EG EXISTING GROUND C-403 RAMP DETAILS FG FINISH GRADE C-500 DETAILS FL FLOWLINE LU GB GRADE BREAK a GWE GROUND WATER ELEVATION NOTE: U Y IDAHO STANDARDS FOR PUBLIC WORKS FOR INFORMATION REGARDING FRANKLIN ROAD AND TEN MILE ROAD, SEE m ISPWC CONSTRUCTION OUTER BANKS OFFSITE IMPROVEMENTS PLANS. C/) PC POINT OF CURVE W CQ PCC POINT OF COMPOUND CURVE Q W x o PRC POINT OF REVERSE CURVE _ o LL ~ U) PIRR PRESSURIZED IRRIGATION Z w LU Iz PT POINT OF TANGENCY REUSE OF DOCUMENTS (I) > > Z RC TOP BACK OF RIBBON CURB PROJECT NUMBER: 10-20-143 J-U-B grants to CLIENT a nonexclusive, non-transferable license to use z Y C) the Drawings,Specifications and/or Contract Documents Documents J w RDCO ROOF DRAIN CLEAN OUT g p (Documents) m W o as follows: SD STORM DRAIN iv SS SANITARY SEWER CLIENT may make and retain copies of the Documents for reference, L1J SW SIDEWALK but J-U-B shall retain all common law,statutory and other reserved (rJUB ■ ■ rights, including the copyright thereto,and the same shall not be reused :Dw SDMH STORM DRAIN MANHOLE on this Project or any other Project without J-U-B's prior written O 0 a SSMH SANITARY SEWER MANHOLE consent. Distribution of Documents to meet regulatory or permitting The Engineer of Record certifies that the plans are prepared in requirements,or for similar purposes, in connection with the Project, Z TBC TOP BACK OF CURB substantial conformance with the ACHD policy and standards in including but not limited to distribution to contractors or subcontractors > W WATER effect at the time of preparation. The Engineer acknowledges that for the performance of their work, is not to be construed as publication Y ACHD assumes no liability for errors or deficiencies in the design. J—U-6 ENGINEERS INC. adversely affecting the reserved rights of J-U-B. The Documents are o all variances from ACHD policy shall be approved in writing. The not intended for use in creating dtm for grading or earthwork,survey following variances, listed by date and short description, were w approved for this project: none staking layout(unless specifically identified as such in the documents), BASIS OF COORDINATES AND ELEVATIONS: pp p j or property boundary layouts. ro Ada County GIs coordinate system, Modified ID West 2760 W. Excursion Lane,Suite 400, Meridian, ID 83642EIEE: 10-2o-1a3c-oo1 Transverse Mercator Projection JUB PROJ.#:10-20-143 Origin Latitude: 41' 40' 0.0000" N 208 376 7330 w www. u b.com Any reuse without written consent by J-U-B,or without verification or P j adoption by J-U-B for the specific purpose intended by the reuse,will DRAWN BY: JGC w Origin Longitude:115' 45' 0.0000" W m O DESIGN BY: DSM False Northing: 0.0 be at CLIENT's sole risk and without liability or legal exposure to J-U-B. o O False Easting: 2625138.996 CHECKED BY: DSM Scale Factor (Trimble): 1.00011328 The CLIENT shall release,defend, indemnify,and hold J-U-B harmless KnowwhaYs below. ONE INCH Units: US Survey FeetTHE GATEWAY a ; ® I LANGDON _.�� MAPP PIPING from any claims,damages,actions or causes of action, losses,and Ca��before you di AT EUEE SIZE,IF NOT ONE Horizontal Datum: NAD83(CORS) ♦♦ Y g' R o Vertical Datum: NAVD88 Geoid09 OTHER J-U-B COMPANIES GROUP INC. expenses, including reasonable attorneys'and expert fees,arising out of or resulting from such reuse. EAST UPDATED:4i20i2022 N Horizontal & Vertical coordinates are based on IDTD CORS epoch 2010 (PID:AJ3346) g N CALL 2 BUSINESS DAYS IN ADVANCE BEFORE SHEET NUMBER:N N: 43 39 10.57435 IN W: 116 17 00.21332 W YOU DIG, GRADE, OR EXCAVATE FOR THE Ht: 2589.152 FT If the Documents are provided in electronic format,the electronic N: 724442.040 MARKING OF UNDERGROUND MEMBER C_oo 1 o E: 2483948.712 documents are subject to the provisions of J-U-B's"electronic s El: 2644.90 Fi document/data limited license"found at edocs.jub.com. UTILITIES a o GENERAL ROADWAY, ACHD 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC THE CJ-u•B ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT J-U-B ENGINEERS,INC. (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. d 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND Z SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. - J o ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. C co co co co ORDER UNTIL THE SITUATION IS RESOLVED. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET Fn O Oo `-� E 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION"BY THE CITY OF MERIDIAN ON SITE AT GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND W p m 0 ALL TIMES. LIDS. W U Q cl? Z x a� _ 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET o 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND APRE-CONSTRUCTION CONFERENCE CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. o W •- C N PRIOR TO START OF WORK. cz 3 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE Z � 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK W 0 IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. OWNER. O d 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS m 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. N CONTRACTOR MAY NOT OPEN OR CLOSE WATER VALVES. 7. ALL MATERIAL FURNISHED ON, OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT GENERAL CONSTRUCTION NOTE NO. 1. LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING L` FSS�OENSF�Giy TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE p TO BE DETERMINED BY THE FIELD INSPECTOR. w z 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC >0 WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 O U 6 FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE OF THE CURRENT EDITION OF ISPWC. EL= sT �o DEQ/QLPE APPROVED CONSTRUCTION PLANS. 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR Q� �9 qTF OF SOP Q�4 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) U) WRITING PRIOR TO CONSTRUCTION. A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY 00 3 14 2022 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL DETAIL SHEET. z U PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT B. STANDARD 6" VERTICAL CURB (NO GUTTER), ISPWC SD-701A. LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. w C. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. 12. SEE FINAL PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS. CERTAIN EASEMENTS ARE RECORDED BY SEPARATE a z w m o DOCUMENT. D. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. _ m 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. of 0 0 w o DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. F. PEDESTRIAN RAMPS ISPWC SD-712A AND SD-712H. o F w m W 14. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL G. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. Q� o m APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 0,6�m x BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. H. STANDARD CATCH MANHOLE, ISPWC SD-61 1. N S z o'w z Q L m Q 15. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE 3�,a a AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO o m w o PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS <W 3 m o N 16. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR w- o> > z FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). o o=�0� w 0 SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE/SHE AGREES TO N�LL o z- 0- F_ BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY W o 0 F F s Ir LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO 0 a 0 CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR z m o?o 0 17. ALL UTILITY TRENCH BACKFILL SHALL OBTAIN A MINIMUM RELATIVE COMPACTION OF 95% PER ISPWC/ACHD POLICY. PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE a o m o 3 MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR w w of CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND (r w W Q SEWER, CITY OF MERIDIAN CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT a w o W Y SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO W� w 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA w m w 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. POURING CONCRETE COLLARS. m=a z 0 0 '�=z0 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. 0 0 a 0 z 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 0 DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA o MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLERANCES" ALLOWED. I THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS ROADWAY. CITY OF MERIDIAN SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. z CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS z (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS-OF-WAY TO INCLUDE UTILITY TRENCHES ABOVE THE L1J = PIPE ZONE. 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE m CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). PAVEMENT REPAIR FROM UTILITY WORK, ACHD U WATER, CITY OF MERIDIAN 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN m ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND LJ,J DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN W GENERAL CONSTRUCTION NOTE NO. 1. INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. O = 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER, STORM 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL S9 REPLACE THE ENTIRE ROADWAY SURFACE. DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL Z Z Q J MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. - LJJ THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC Ir o DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY C/) > z Y ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. Y W 3. THE HORIZONTAL SEPARATION OF NON-POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS Y m SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON-POTABLE 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE BEGINS. m W o CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS I (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). STORM DRAIN, ACHD IIr 4. PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A ui STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). 1. THE PIPE CONTRACTOR SHALL REPLACE ALL PAVEMENT AND CONCRETE REMOVED FOR THE INSTALLATION OF WATER, SEWER, OR IRRIGATION PIPE. ALL PAVEMENT SHALL BE REPLACED WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME M w 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS THE PAVEMENT AND CONCRETE IS REMOVED. 0 m AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH a THE PUBLIC WORKS INSPECTOR. 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS w OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. = 6. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL AREAS COVER SHALL BE 4 FEET. z 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. w PRESSURIZED IRRIGATION, CITY OF MERIDIAN 4. ALL CATCH BASINS SHALL HAVE A ONE-FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. 0 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT w BEING CONSTRUCTED. TO ISPWC STANDARD DRAWING NO. SD-601 TYPE 1, SD-609 TYPE 1 OR STANDARD DRAWING NO. SD-604A TYPE IV, SD-609 TYPE I. cj FILE: 10-20-143_C-002 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, o a JUB PROJ.#:10-20-143 m THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE N0. 12. m w DRAWN BY: Jcc QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611. 0 3. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTER, OR SIDEWALKS. DESIGN ev DSM CHECKED BY: DSM a 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH ONE INCH a 4. THE PRESSURE IRRIGATION SYSTEM IS OWNED BY BICENTENNIAL FARMS SUBDIVISION HOMEOWNER'S ASSOCIATION. LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING NO. SD-301. AT FULL SIZE,IF NOT ONE 5. BACKUP IRRIGATION WATER PROVIDED BY CITY OF MERIDIAN. THE IRRIGABLE ACREAGE FOR THIS PHASE IS 4.61 AC. 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE NCH SCALE ACCORDINGLY N INSTALLED WATER TIGHT. AST UPDATED:12noi20z1 a 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. SHEET NUMBER: a a9 -002 a o cl ULTRA DRAIN GUARD (WITCH'S HAT STYLE) FOR - \ SEDIMENT REMOVAL OR APPROVED EQUAL. CJ'U'g 11 HP — — I v v `• - - - L - - - - IPA--_ -�R IPR_ _ --- - - w w 0 00 J-U-B ENGINEERS,INC. - + G -I- G �� O 000 00 00 O FRANKLIN RD. � --- — — -t oOoOoOoOo )o DI, 01, ��0�0 2567 C� 2S6g — -2s6g\ z J 1 .. :-.: .-'•_ -•.=. -- — — • TO — _ /,�//• C TO- Lfr 2 co LI i O00 cfl O — — ; 5�� vII - v W p� C L� �� III N 3 \ 0 100 200 U Z_ x 2571—— — ———L--1- - � LLJ 1 ,I - -- I' r- h �v II III I �I�I 1 �zs�o- — — — —. � � � `� — —— � � I I I .I y� III` I C`3 � j I I� II III I� I I I I 5�� \ i 3 v SCALE IN FEET W 0 3 — ti II II \ IA --2569------------ "p loq-, � � a- G II I - J I 1-2572— �' I \ \ - 2569- - liil III II �� 2571-,I LI - HIV L -� N —2570AA I � IIII IIIIIIII �5j/, /��I _2570� - I V —257— — — --2572— J \lb 1 �Ivvv n — — 2571 — � � I (DLEMPORARY INLET SEDIMENT CONTROL 0 �CENSF z5�i 2571� - �� I'v SCALE: N.T.S. o 0 \\ - - - NI v iv i - -- >- �� yyv`Vvy �J 11 II II I 2572 I � � N I �� 1 1 I O� 6 r - -1 ° I A\ a_ Omar oP ENTRANCE NOTE Q YO F OF 0 AL 0 � 3. �1 / o LOCATION OF CONSTRUCTION 9q Jh�� - _ - - s� T _- - � � ✓ ( - �s--�- ENTRANCE TO DETERMINED BY Z 1 -E I CONTRACTOR AND SHALL BE 3/14/2022 INSTALLED BEFORE START OF CONSTRUCTION. SO� e ��pAN w Z �Zm a v I -N Iry 00 00 00 00 0 f{ n o 0 o a ... •f. rm0¢O Y ao=�zw�m w[ �� \ pP III :� =err• v v y uo -- 2572— — - - = -_2s1 , -- — � V �fi z��' m 2574-/ v Oa Oa Oa Oa Oa ��zo}� v - za� cma mz� z - �v 2z�_�z, Qo w�o wo��z� > o S) VA AAV I n owm a 0 lob wom�� Cc III A KU"Dm 0 w 2s v vv yt �I I fLu zEW. 1. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER =.03 w> OBJECTIONABLE MATERIAL. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE \ L- -- -- CONSTRUCTED ACCORDING TO NOTE #/�4 IN THIS PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE J��w l v�A \ �\l �� --_- v/ 3 I Z II 1 INSTALLED ACCORDING TO MANUFACTURES SPECIFICATIONS. w� w 2. GRAVEL SHALL BE CRUSHED BALLAST ROCK, 8" TO 12" IN DEPTH AND INSTALLED TO THE SPECIFIED o m¢m Tnz o DIMENSIONS AT THE ENTRANCE. 3. THE GRAVEL BALLAST ROCK SHALL BE 4" TO 8" IN DIAMETER AND PLACED ACROSS THE FULL WIDTH OF i AAV / \ V VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF ENTRANCE SHALL BE A MINIMUM OF 50 FEET. 4. IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES z -� p BY CONTACT WITH GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER ONTO A PUBLIC Q I' I ROAD. WASH WATER MUST BE CARRIED AWAY FROM ENTRANCE TO A SETTLING AREA TO REMOVE J SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. L-- -- A�� A\ �� 25�5 /I \ 0 i v� �� \ I i \ 5. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD Lu O LL ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS \ \ \� \�` III - _2576 / CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT. ALL z~ -2577_--- w / II MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM O O DRAINS MUST BE REMOVED IMMEDIATELY. V C)U ZD r J 2yZ7--- T ---- ( ) zZ Lu LJJ Lu TEMPORARY VEHICLE TRACKING CONTROL Q o SCALE: N.T.S. Lu Ll v v� H LL J V p N `\> \ �� 2 1 X z Z Z p �� v v LLJ O z m > \ �I w0 o "� �i� I I � R� �� I I I / Lu co _ —ss7s- - � ii iI - - - - - � f�,, ` � lI _ ' COBALT DR. g II I ��'�� 0 I - --257 _- -- �' 1 v -- -- —— �� I �� `— -- — -- —f d � i `�� \\��{ 1 p / p O(r J LU o I I �I L a \ o Ljj ?z, r/d I I II 8" MIN . ' — — — ------- 17 II u u ——— — / FILE: 10-20-143_C-010 o JUB PROJ.#:10-20-143 a w D S I LT FENCE DRAWN BY: JGC m o SCALE:N.T.S. DESIGN BY: DSM O CHECKED BY: DSM d m ONE INCH d 3 AT FULL SIZE,IF NOT ONE N N INCH SCALE ACCORDINGLY LAST UPDATED:2/4/2022 R N SHEET NUMBER: a9 —010 a o (JUB J-U-B ENGINEERS,INC. � R1 R1 ROADWAY N:70719 7.4 N:707189.15 �� Z E:2442697.47 R1 PAINTED YELLOW INTERSECTION TRAFFIC E:2443084.37 R1 N:707183.9 — — J N E:2443560.94 N:707177.54 o SEPARATION CURB PER ISPWC SD-701C. I - E:2444017.73 o (.0 m COORDINATE PLACEMENT OF CURB W/ACHD. I v - 00 c —— c — c— 0 80 160 Lu � o CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL I _ I FRANKLIN ROAD W x 0 °'� _ Z x 0) - o.2, AS REQUIRED BY ACHD. n - -- _ -SCALE IN FEET W Lu 0 00 � 386.93' 4 0' 44' 400.89' cV /rN .n. Of NAL o��— I T L o FNAL S ��c NSF�ciy WZ la EG EG > �J coo 34' of U V I \Lv � 09 9TF M a U) q9q`oS p z 50, 50' 1 �L J 00 3/14/2022 I I a d S89'24'36"E N:706747.98 T1056.53' E:2443556.45 z Lu mow . a =w w Up L=29.98' n o 0¢- F o 50'30'S1 cn A= 0' a R=34.0 Z � } Z�� m Z"D a ( N:706752.89 N (D 0�=w \ E:2443079.88 §°m a N Z Q \ N89'24'48"W ~ a N Z W Z a m p' m \ �I 193.03' oa�A w Za U) z oz=�°J w c> \\ EG EG W'��z_ o eJ \\ EG W w0�o~¢ cv J 5 c a t'Dp3 Lu \ Lo M Z K N O \\ of FEw°x3 \ \ m Z u z ��w�o \ 0W �mw¢ \\ Q W Ofz V Y m cl) �Ooi¢� O a z S89'24'36"E L o C) \ 50' 539.05' - \\ I I I EGEm N:706406.54 �I \ E:2443552.94 Lu IIIII o a z — I U z IIIIIIIIIIIIII \ d j -I f1TrfTl I \ o W E ro O(,/) EG EG G \ z I Q — — \ ol: z Z = I = F� �� i �% 'I z z O W U m a v!^ \ w \ J p — Z cl: W Q — — rm — — — — W co O Lu Lu a - L=28.42' _____ _ Lu m =� .ern A=31'18'50„ �— w = '� R=52.00' N30'43'26"W t z E 187.50'^�ij• Y a �i ✓/i N:706000.88 O E:2444006.34 w — m� I' s w N:705933.79 `- 1 i J �� E:2443625.81 U _ FILE: 1020143c012 Z ' / R/d \ JUB PROJ.#:10-20-143 DRAWN BY: JGC o DESIGN BY: DSM - - - - - COBALT DRIVE —— N CHECKED_BY: DSM ONE INCH _I ---—�— —_--__------- ii a _ i _ AT FULL ZE,IF NOT ONE w N ————— INCH SCASILE ACCORDINGLY N ----- ----------I LAST UPDATED:1128/2022 SHEET NUMBER: a � 09 -012 a p (JUB J-U-B ENGINEERS,INC. � R1 N:707194.67 N:707189.15 Z E:2442697.47 N:707183.46 - — J N E:2443084.37 _ E:2443560.94 N:707177.54 o I - E:2444017.73 (n 0 cy) - e-- c -- c --- c -- c 00 c -- c FRANKLIN ROAD — o so 1so Lu U o C-)� —— — SCALE IN FEET CZ I w 3/ 3/d�� z �_ N ❑ B _ ——so Lu o N m o IIJ 44' � I� N err. m i � li I n F1 II II l — o �— L F5 \\c NsF��iti I\ I I 0 Trl 1 z �I 34' of C) sT 6 �O (o CL 09 9TF \oP Qi r� Q U) 9 OF �O h 00 9q� S.e+` 34 I� iL I z 0 3/14/2022 a d � I I S89'24'36"E N:706747.98 1056.5 E:2443556.45 0 Z w z Fz Lu v� < z o -U Q- l _ L=29.98' c7¢z��- - - W _ W yy A=50'30'51°I >-"C)m� ¢ LEGEND ss Ss SS - - R=34.00' ° w \ I QF,mo a ovi��x PUBLIC ACCESS AND ( N:70675 . 9 n °� N S z o} UTILITY EASEMENT ` ° :244307 .88 n 0 3 a a a w \ N89'24'48"W Z a�K m �Nzw z ` NI 193.03' Q rc3�mw� o Zw�oF z UTILITY EASEMENT m \\ - - o O o a Z o >U o _ U J W e \\ WEG E W w N�LLawm a a 3 03 0\ I a�w�° o v z��T cn .. :,,.. \ 01 tea*, ��w�o z z �\ LLJ <'a I (o w0xzO a Li� S89'24'36"E L � �\�\ 34' 539.05' - �I EG m _ f� SS N:706406.54 �I E:2443552.94 Lu 04 20' — \ A 3 III 20 o a — �D U z _ z ¢w a G7 djd N i Q N q M E Lu w EG EG W z z I ZD Lu � � o _ I — F �� d z z W — Lu a \ (n > LLJ w — � 34' I Y � w m — 20' — — Q w J_ 0 LLJ a 3 20 L=28.42' m A=31'18'50" \ R=52.00' rt � _ _ N30'43'26"� =� z 187.50'^ Y a �i ✓/i N:706000.88 o O E:2444006.34 w — m� II s N:705933.79 w `- 1 I i - _ J E:2443625.81 U U _ � � --- — — ----__ 013 20 143�---��—�—�-- � FILE: 10 C z , Vd Vd Vd ,/d \ JUB PROJ.#:10-20-143 DRAWN BY: JGC m o — /�� ❑ DESIGN BY: DSM — — — — — COBALT DRIVE CHECKEDBY DSM EINCH z —— N _ : a ON _I ---_�— —_--__--_---- ii a _ i —_=I _ AT FULL ZE,IF NOT ONE w N ————— INCH SCASILE ACCORDINGLY N ----- ----------I LAST UPDATED:4/11/2022 SHEET NUMBER: a � 09 -013 a o (JUB 7-7�J-U-B ENGINEERS,INC. 1 , N l— — cn ` = G _ =G -- ` � - +� ��- �Q� �� - � - - c c� c - c - c- 0 80 160 LU � p � o cr -- _� s FRANKLIN ROAD � _ _ — _ —__— 68 ——2s6g_ �17 Z x (3) � — _ -- — — � - / SCALE IN FEET z § 0 3 Lu CD `II III Illlllli — iilL s m � I I � I�III�I I I' — -- � I II� �I c� — — — — — — — — IIII — — —— 0 III II I�I I L l I I �� _I � �I A \ I I I �s� O pr6 LL O y - - - W C7 / o - - I / �I�'1 V 1I — �S oC)__ I I O A l l -)- - - - - - N VIII /I a- i - � (( �� Q 9,� F OF 0 � // I ql S. =��vv / �`- - - - - -�I I - - �� O0 3/14/2022 I pOI I �� A ` �� . C-105 I v C-106 C-108 �/ �s o z — - - - - - - - - - - � — � - - -I — - - �- i a zw o _<z� a=zmw - _ ROAD C I, /w _ _ �; ROAD E __r Q o a�5mX ��w Z _ I I I a== o� w = z 'woo°Fa \ _ _ Lu m w =� J \ F _ _ I I 'I �wm - - W F D M —_ F I I II ��w� moo a° o C-107 I I L z vy y �AV � I+—'- - ROAD D / o I Lu Li � x LLJ Y vv �- `�� --' k/ �� U z �l l c LJJ v W w -----�� I \\ A �� II � LL (/) > Q Cc v�/ i I I ---- // — _ LLJI Q < LJJ LL > w RR Z -- —— - - -- - - -- - z FILE: 10-20-143 C-100 sw ----- -_----� �=== - - --- J-_—� \ ---- :r ---- -- — _-- — — - — / z --__ - -- --_\\---- -_ __ - �• �� i - � c `' __��_��- d\ \ \ \I I JUB PROD.: JGG 143 � —�——�- _ —— �\ I A'i DRAWN BY: JGC m g _ _ / A I DESIGN BY: DSM 0 -_ - -.- - — COBALT DRIVE i � ` rl l ° � / I �III CHECKED BY: DSM o ° c ` i WL ONE INCH 4L = �_ _ AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY NN ----- SEE PLANS FOR COBALT DR LAST UPDATED:4/20/2022 R a SHEET NUMBER: a � 09 -100 a o SEE SHEET C-105 - ii ° I � I I STA: 12+40.07, 32.12' L _ ��8 PC STA: 10+28.66, 2567. L I R8 -- TBC 2567. .1 STA: 12+14.95, 32.12' L TBC 2572.28 /T[40. R7 TBC 25711.75 w PC STA: 12+40.57, 29.00' L EG 2567.10tJ II EG 2567.29f / J-U-B ENGINEERS,INC. PT STA: 12+14.45, 29.63' L TBC 2572.09 PT STA: 13+75.50, 17.50' L ^ TBC 2571.26 R4 TBC 2572.14 PC STA: 13+82.06, 17.50' L/ PT STA: 12+52.07, 17.50' L TBC 2572.27 b R6 PT STA: 10+63.09, 22.50' L I TBC 2572.68 Fx!// bbl - aar_: -- z1 ®�➢ R2 PC STA: 12+01.51, 17.66' L Z N -r - 1 o TBC 2568.44 PC STA: 13+65.85, 25.50' L - J o - - - - - - - TBC 2571.62 - PC STA: 12+65.26, 17.50' L -_- TBC 2571.98 _ Cco / - - - cn PI STA: 1 1+39.51, 2.50' L --- / TBC 2572.80 U � p O co E Z R9 - 3/d - - _ --- C_ HORZ 0 20 40 W - C) ° _-- C)Ll W U � - - - - - - - �// I Q Z x a) - Z /I R5 I __ _ R5 1 PT STA: 12+74.92, 25.50' L _ 0 W i= R3 / Fl TBC 2572.72 VERT 0 5 10 0 ai Q I STA: 10+53.39, 0.00' , / 2 p �• Z U) � 4 3 \ i i s r? n SCALE IN FEET W o FIG 2568.20 /ROAD A o• o C4 LL I 10+00 / R5 ° R5 I ROAD C..STA: 13+56.88 = m � d 11 0� �12+00 �o ROAD A STA: 14+11.06 � EG 2567.61 t w _00 R5 - T - S00'35'24" _ 363. 6' 13+00 14+O�FG 2572.69 N \ o � - - - -I v R6 R 1 \ STA: 1 1+43.39, 0.00' O i, R2 R FG 2570.13 -�`�� \ - NOf R5 PT STA: 12+74.92, 25.50' R O S�ONAL FN TBC 2572.72 F5 �CENSF �i --- o A C PC STA: 12+01.52, 17.84' R '- j O - PT STA: 10+62.68, 22.52' R_- - TBC 2571.63 - - _ U 6 PC STA: 12+65.26, 17.50' R a - TBC 2568.44 - I I - TBC 2572.82 s o - - - - PT STA: 12+14.44, 29.80' R ---- PC STA: 13+65.85, 25.50' R R 1 1 PI STA: 1 1+39.49, 22.61' R TBC 2571.23 -- PT STA: 12+51.94, 17.50' R PC STA: 13+82.06, 17.50' R y TF �O 0 TBC 2571.98 Q .9 OF �O TBC 2570.10 I I TBC 2572.68 TBC 2572.28 U) qq� S•N` STA: 12+14.44, 36.89' R 0 0 3 1 4 2022 R2 C-500 TBC 2571.42 \ PC STA: 12+40.44, 29.00' R PT STA: 13+75.50, 17.50' R O O / / R7 EG 2567.91 t TBC 2572.08 TBC 2572.14 w I I EG 2568.22+ o l o R4 m I STA: 12+39.94, 36.06' R / o F w TBC 2572.00 - - - - - - - � - <www°' o PC STA: 10+28.21, 56.95' R I TBC 2568.62 R8 / SE HEET C-10 / a z x�oao CL R10 n / I o�w�� a �m co mamma o v x In7x�w ��zo HP STA: 13+20.64 za<�ma HP STA: 12+75.00 rc o m w_ o 3ai�NZw Z 2585 HP ELEV: 2572.722 HP ELEV: 2572.945 LOW PT STA: 13+68.44 2585 o a z o 0 PVI STA: 12+50.00 PVI STA: 13+30.00 LOW PT ELEV: 2571.93 o z= o F w z PVI ELEV: 2573.00 W° z J ° PVI ELEV: 2572.60 PVI STA: 13+65.00 �°xFa K: 27.69 K: 6.22 PVI ELEV: 2571.77 W-o �_�_� � LVC: 50.00 LVC: 25.00 K:4.54 _ U) 2580 LVC: 25.00 2580 z 00 0� 0� ,Lo`n° 4c� ACC, N N N No N ~�f EI�•I\D'I�A'NJ._ w�w m-o �"� SUBGRADE ® +N +N MN MN ,N� rr ""°""'" =�Q=� N N fT• m z w- _ood ROADWAY _�� w �w oC4 po ��J CIF f� m=¢mow 2575 0� o ° mac) �C) cn> Gi>-mow �w aw 2575 �ouxa° o Q� +N FINISHED GRADE _ >m caw >m "w -Gi> --Nc� __ _ _ �[ ri,Y. z N co Lo ® ROADWAY 00 0.50% m 3.5�m w 2.00% j�; bi �� L2.317 _ _ - - - 2570 a``' ------ ------ ------------ - -- ------------ --- 2570 2.00% _____ ------- ---- -- ------- ---- -- - ------ - ------ - ------ Lu w 2565 2565 cc p a ZD z Z C.) Z z ZD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 LLB Q cQ Q Er w � � 0 z ROADWAY z z o R1 SAWCUT EXISTING ASPHALT A MIN. OF 2' FROM - LL1 EDGE OF GUTTER. REMOVE EXISTING CONCRETE Y CURB AND GUTTER. MATCH TO EXISTING. z J Q R2 6" VERTICAL CURB AND GUTTER PER ACHD m W o SUPPLEMENT TO ISPWC SD-701 R3 6" VERTICAL CURB PER ACHD SUPPLEMENT TO 0Y LLJ ISPWC SD-701 A Lu R4 EDGE OF PAVEMENT O a R5 PEDESTRIAN RAMP TYPE "A" PER ACHD pC w SUPPLEMENT TO ISPWC SD-712A WITH 40o CL DETECTABLE WARNINGS PER ACHD SUPPLEMENT w TO ISPWC SD-712 w R6 REMOVE EXISTING CONCRETE SIDEWALK TO ACCOMODATE ROADWAY IMPROVEMENTS. w R7 REMOVE EXISTING CONCRETE SIDEWALK TO CLOSEST PANEL. NEW CONCRETE SIDEWALK TO FILE: 10-20-143_C-101 z MATCH TO EXISTING. ,1uBPRo,1.n:10-20-143 m z Rg RETAIN AND PROTECT EXISTING CONCRETE DRAWN BY: ,UGC DESIGN BY: DSM o SIDEWALK CHECKEDBY: DSM R9 REMOVE EXISTING CATCH BASIN. REPLACE W/ ONE EINCH NEW PIPE TO MATCH EXISTING MATERIALS. Ar FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY N o R10 RETAIN AND PROTECT EXISTING ROADSIDE SWALE LASTUPDATED:412012022 R11 REGRADE SWALE W/ 3:1 MAX SLOPE FROM SHEET NUMBER: a BACKSIDE EDGE OF CURB. C-101 N o m a o SEE SHEET C-106 - - - - - - - - - - - �J� II STA: 12+36.92, 33.50 L II I I I I TBC 2572.52 I I PC STA: 13+78.43, 17.50' L I / � � 1-U-B ENGINEERS,INC. C° TBC 25*72.96 I II I PC STA: 12+36.87, 29.00' L I / I V TBC 2572.48 o PT STA: 14+36.43, 17.50' L ` i +t TBC 2573.82 z I PT STA: 12+49.67, 17.50' L 0) N R3 TBC 2572.98 PT STA: 13+67.15, 17.50' L PC STA: 14+40.43, 17.50' L J "t 0 i --�--- ------- 7TBC 2573.90 C� TBC 2572.87 p co m \ o STA: 12+10.70, 33.42' L U cA O 00ry E w I - TBC 2572.03- PC STA: 12+56.91, 17.50' L ^ I HORZ 0 20 40 w O� Q o - - - - � -TBC 2573.05 U -6 PI STA: 1 1+49.69, 22.50' L PT STA: 12+10.87, 30.01' L - --- PC STA: 13+57.50, 25.50' L ` I z L j 0 TBC 2571.06 TBC 2572.00 -- PT STA: 14+50.08, 25.5t�' L (� TBC 2.50' L - I 0 TBC 2573.93 VERT 0 5 10 3 d PT STA: 10+69.68, 22.50' Lj .-PC STA: 1 1+98.44, 18.55' L PT STA: 12+66.57, 25.50' L I Z 1 SCALE IN FEET o c, J �� TBC 2569.26 -'_ TBC 2572.25 ` TBC 2573.07 �I F I I W � � Y R4 m cfl - - - --- ----- ------ Z R4 R4 - N o'er o / R1 - - 00 m �Z R2 i� N R1 �2• M .� Lo o c� a '-0 �� N O+ 10+00 N Lo M 4 - - 11+ +00 N00 4"E 13+00 1 +00 CD O w - 00 - - I- - 2 - 3 - �- - - 15 00 0 S�ONAL fN STA: 10+63.67, 0.00' R 2 s s, �� - - - - U FS�\CENsF /,y FG 2569.1i2 `sue �'� ROAD B STA: 14+07.43 = w 0 z w 0 N ROAD C STA: 18+33.48 w w w 0 aca 9 OD STA: 11+53.67, 0.00' L� �i ROAD B w >- 0 0 �� c'- R4 0 A FG-2573.08 I Z � O 6' R 1 FG 25 71.28 - - - �- in N �,o - R4 R�2, � \ -� v LB w �� Omar Q� 9i92 f OF pQ'-- - - - SEE OFFSITE ROADWAY w PT STA: 10+79,36, 22.50' R PC STA: 1 1+98,44, 18.55 R _ ----- \ I -- Z o ��/ 00 IMPROVEMENT PLANS. / a I TBC 2569.48 TBC 2572.25-_- - i 00 Z O 3/14/2022 o PT STA: 12+66.57, 25.50' R PC STA: 13+78.43, 17.50' R PT STA: 14+50.08, 25.50' R PI STA: 11+49.69, 22.50' R PT STA: 12+10.87, 30.01' R TBC 2573.93 o TBC 2571.06 TBC 257 1.90 -- ---- TBC 2573.07 R 1 TBC 2572.96 STA: 12+10.87, 31.04' R C-500 PT STA: 13+67.15, 17.50' R I o Z w - - _ TBC 2571.90 PC STA: 12+56.91, 17.50' R TBC 2572.87 R4 PC STA: 14+40.43, 17.50' R x o �wwJ TBC 2573.05 c°a z F I \I TBC 2573.90 PC STA: 13+57.50, 25.50' R o a o PT STA: 12+49.67, 17.50' R >w o w� o \ TBC 2572.66 zm ow TBC 2572.98 I o T,w PC STA: 12+36.93, 28.57' R PT STA: 14+36.43, 17.50' R >Q o m o I TBC 2572.30 \ TBC 2573.82 0, 3 w 1 m h - - - - - I STA: 12+36.93,I 31.03' R \ N z_o Q If 0� -> TBC 2572.30 - 3 a a m w Ozi�00� w Z SEE SHEET C-106 ,wn a xO z- w wm a w o 0 F Of n U xo�x U) Z w�'T o � pp/ F�wwOx3 -�'Y1 E IDIAN w�of ofrcw�z 77w m J W 0 w T of 2585 HP ELEV:HP STA: 12573.069 2585 �6 ;p �� o w w LOW PT STA: 13+46.96 �I o' PVI STA: 12+40.00 LOW PT ELEV: 2572.64 I r - •f� m o z 0 o PVI ELEV: 2573.36 _ PVI STA: 13+50.00 �� .. Z PVI ELEV: 2572.53 K: -i LVC: 31.74 100.00 K:29.28 o LVC: 50.00 00 0 rn 2580 0 0 00 o Lo 2580 2 M2 -W d w LLI 2575 c 0 FINISHED GRADE U> U N; _ _ N; -o w 2575 W LL +co @ ROADWAY m m 0.75� m m w 0.96% 2.00% -0.50% Lo CN - 0 0 z _ _ _ _ - _ _ _ --_--- Ej --_ ----=_---- - U z -- dw-- - 2.40% ------ ------------ ------ 2570 ____ ---- 2570 Q SUBGRADE GRADE _ _ _ _ _ _ _ _ Cf) Z ® ROADWAY q F- W Q 2565 2565 L H z Wz U vJ \ Ir o Y 0 2560 1 1 12560 Q W Q 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 m Q O w M w ROADWAY Z R1 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 s R2 6" VERTICAL CURB PER ACHD SUPPLEMENT TO U ISPWC SD-701A m� w R3 EDGE OF PAVEMENT cj FILE: 10-20-143_C-102 o R4 PEDESTRIAN RAMP TYPE "A" PER ACHD e JUBPROJ.# 10-20-143 Z SUPPLEMENT TO ISPWC SD-712A WITH °'°° DRAWN BY: ,icc aw DETECTABLE WARNINGS PER ACHD SUPPLEMENT DESIGN BY DSM TO ISPWC SD-712 CHECKED BY DSM d m ONE INCH d 3 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY m N LAST UPDATED:4/20/2022 R SHEET NUMBER: a � -102 a o — — — — SEE SHEET C-107 — — CJ■uB PC STA: 15+84.64, 17.50' L � � l _ T _ PT STA: 17+78.57, 17.64' L J-U-B ENGINEERS,INC. � � \ � TBC 2575.29 TBC 2574.16 \ PT STA: 19+42.32, 17.50' L I • PCC STA: 17+20.71, 17.53' L �+ I 'PT STA: 17+86.08, 17.50' L TBC 2575.83 z PT STA: 15+77.67, 17.50' L TBC 2574.42 cl+ II T�2575.38 ----- - - J N TBC 2574.13 Q^ I l PC STA: 19+32.66, 25.50' L -- _ "t om \ - _ TBC 257r�� - p co � PC STA: 15+68.01, 25.50' L - - PT STA: 17+95.73, 25.50' L - — — - O a0 E PT STA: 15+94.30, 25.50' L PC STA: 17+10.�7 2��0'�L / � � � HORZ 0 20 40 LLJ � O � TBC 2573.93 - TBC 2574.12 _--- -TBC 2574.22 R2 \ TBC 2575.31_ _ _ _ w U 0 VERT 0 5 10 z U) 3 0 P 0 - - ��ti - SCALE IN FEET W o N I p2 - -- - er' / o m d N � I _ R2 � �' � + U 15 00 +00 i ROAD D STA: 1 1+50.02 / °' o Z N U) w - - R 1 T- - - - 450' N00*3 - 17 i 00 _ FG-2574.68 +0-0 - 19+00 Q U - � R1 _ z � R2 25�4 25j4 R2 �� 5"25j �s� �� w w = w I N ROAD B �� Q N 25 I z O S�ONAL A Q �� 2 N U W PC STA: 15+68.01, 25.50' R __ - c� TBC 2573.93 r\\tT - - - - ` L _ �0 sT 6 1`/+10.97, 25.50 -R qT STA: 15+94.30, 25.50' R TBC 2574.22 PT STA: 15+77.67, 17.50' R9 \ 2574.12 PT STA: 17+95.73, 25.50' R \ Q to 9,9 q��S0 TBC 2574.13 I I I I I TBC 2575.31 00 PC STA: 15+84.64, 17.50' R PCC STA: 17+20.71, 17. R PC STA: 17+86.08, 17.50' R-1 50 3/14/2022 TBC 2574.16 TBC 2574.42 o I TBC 2575.38 + PT STA: 17+78.57, 17.68' R TBC 2575.29 "' - - - - - - - - - I ❑ ~z ~ / =w w U� ❑ SEE SHEET C-107 ofwo¢o a.Qw 0o��> > Z F n m LOW PT STA: 18+92.50 0,6�3 LOW PT ELEV: 2575.34 F z o} PVI STA: 19+30.00 3 N Q a m w PVI ELEV: 2575.55 o m w o 2585 K:23.22 2585 o g N 20 N LVC• 75.00 w o_ M 0 w. Doo w F IL 0 ON 0) OM. 0 O O�j O Ko00) ram cc 00 OBI O OIL O r` �M U OOM O �. (pN +N NN 04n ¢=off= ❑ 2580 )un + + Z� n ° w o n +(n1 +N +N +N >>. 00 .. roN 2580 a❑wok +N Lo (D .. (D .. .. W >J -�.JD� w K w~❑ >> �� >> �w aw dw dw w �wm�a aw 0-Li aw >m ��°0.93% -0.50% . °� m=a>2575 2.00% 2575 ' Z o -0.50 0.50% -0.56% 0.50% - onan0.50% [ z-- --- ----- ------- ------------ ---- ------ FINISHED GRADE AT ROADWAY 2570 SUBGRADE GRADE 2570 a AT ROADWAY 0 0 LLI J 2565 2565 0 a � � z Z U Y z 2560 2560 C/) Z 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 W Q Q a_ ZD LL z z z L1J 0 cn > oC ROADWAY m w a �' R1 Ir 6" VERTICAL CURB AND GUTTER PER ACHD 0 SUPPLEMENT TO ISPWC SD-701 LLJ R2 PEDESTRIAN RAMP TYPE "A" PER ACHD e Q SUPPLEMENT TO ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD SUPPLEMENT Ir TO ISPWC SD-712 I w Y W O m H � Z w cj FILE: 10-20-143_C-102 o Z JUB PROJ.#: - - DRAWN BY: JGC w m o DESIGN BY: DSM O CHECKED BY: DSM d m ONE INCH d 3 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY m N LAST UPDATED:4/20/2022 R SHEET NUMBER: a9 —103 CJ-U-B P STA: 21+78.84, 32.13' L \� V \ J-U-B ENGINEERS,INC. TBC 2577.81 � (� z c� �� o R5 vv�vv co r o "' HORZ 0 20 40 LLJ O c°> LLJ U `0� j i A AA Z N _ LLJ o R4 PT STA: 21+06.96, 21.07' L / �� \\\�\ VERT 0 5 10 Z U) 3 SCALE IN FEET LLJ TBC 2577.37/ i��6 V V� CD .� . R3 a PC STA: 20+72.40, 17.50' L, N�� \ \ m TBC 2578.55 2577 p V A VV N o _ STA: 21+29.90 co / — b R2 PC STA: 21+84.54, 22.50' R�" o I / TBC 2576.42 O TONAL F r, — —� — 20 00 o z LU LLI LU , 74.52� 00'35'24"E / ` \ > 6 IF28.42 —;i% A ASV U 2 w A=31.18'50° U Lu \ / R=52.00 y R4 G \ \\ Q 9q rF of ��OQ Q 0 \ �- / - _ V 0 - 4'3s. R 1 \\ \\\ 00 3/14/2022 —T PC STA: 20+53.66, 17.50' R \\ — TBC 2578.23 \ \\ i / PT STA: 19+87.06, 17.50' R \ / V A o zLu /'TBC 2577.82 �� PT STA: 20+93.58, 25.02' R TBC 2578.02 / A\ 2 0 o<0 R3 PC STA: 20+84.87, 33.95' R / >w o w° w TB o Fw w C 2577.75 L \ m a �/ PT STA: 20+60.49, 29.17' R / A\ °o m TBC 2577.95 o z 0 m Q w (. K W / PC STA: 19+77.40, 25.50' R 3 N Q a w TBC 2577.35 �� / oa NZ a oI- to o== w Do w w w O p F HP STA: 20+65.41 co') o vp HP ELEV: 2579.017 E��° o Q_w� 2585 �� PVI STA: 20+27.72 04 rn 2585 w°3 PVI ELEV: 2579.25 rl- QrEI�IDIAN= w r o �% �w m.¢or` +m K: 23.15 +m _.., �w��Y Lq 0)`� LVC: 100.00 oN`� (c)rLL,+N N U (n U °' c>> v FINISHED GRADE AT F{. •r m=a} ■• 'I-=zo 0 m . o n a n Z 2580 w m w ROADWAY 2580 �� , 0 w • � .. ,% --------------- 0.49% o _. ____...3.79% __-----.—. — ___. ___. ____ ___. ____ ___. __ 0 2575 -- SUBGRADE AT 2575 ROADWAY LLI - 48" RCP J w 1 2570 2570 Ir z Z Z _ _ _ _ _ _ U z .S ZD Q 2565 2565 � W s Q a_ � Z _ zZZ25601 _ z z 2560 2560 _ Lu 19+50 20+00 20+50 21+00 21+50 22+00 Y 0 Z Q o] w coO Q O w W U Q a ROADWAY Z R1 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 s R2 6" VERTICAL CURB PER ACHD SUPPLEMENT TO mz ISPWC SD-701A = w R3 EDGE OF PAVEMENT cj FILE: 10-20-143_C-102 o < R4 PEDESTRIAN RAMP TYPE "A" PER ACHD e JUBPROJ.# 10-20-143 Z SUPPLEMENT TO ISPWC SD-712A WITH °'°° DRAWN BY: ,cc ° DETECTABLE WARNINGS PER ACHD SUPPLEMENT DESIGN BY DSM TO ISPWC SD-712E: ONE CHECKED BY DSM R5 NEATLINE SAWCUT ASPHALT. MATCH TO EXISTING AT FULL SIZ,I ONE INCH SCALE ACCORDINGLY m N LAST UPDATED:4/20/2022 R a SHEET NUMBER: a9 —104 a o SEE SHEET C-101 ��\ vv �ro� Av \ v \\ J-U-B ENGINEERS,INC. \ \ \ PT STA: 1 1+40.74, 17.27' L r0 PC STA: 13+27.88, 17.50' L - 0\ / PT STA: 13+86.06, 17.50' L Z TBC 2577.04 TnP TBC 2572.92 Q o TBC 2572.86 - J V v v v Vv w v �v _PC STA: 12+09.52, 17.50' L I cl) co co \ \ \ \ \\ PC STA: 11+32.81, 13.00' L TBC 2574.76 PT STA: 13+20.08, 17.50' L v \v \V AA TBC 2576.86 _----- PC STA: 14+02.16, 17.50' L 'U) p 00 E TBC 2572.95 - - - R3 TBC 2573.07 HORZ 0 20 40 W O� vV A vPT STA: 11+16.19, 13.00' L \ \ TBC 2577.27 ,STA: 11+91.50, 17.50' L PC STA: 13+10.52, 25.50' L Z X � - o.? TBC 2575.36 TBC 2572.93 PT STA: 14+1 1.72, 25.50' L LLJ L- E a 3 f7ST7�A�'."10+57.19, 15.49' L -_- - � PT STA: 12+19.08, 25.50' L TBC 2572.85 VERT 0 5 10 Z > � .� 4 \\ TBC 2576.44�--- - - \ R2 _- - - _- TBC 2574.33 - - - I SCALE IN FEET W > r TBC 2576.41 - _ \ o \ / PT STA: 10+39.15, 9.56' L� A V A Ar, v v C) CV TBC 2575.11 N V A - � A v 2 o ti i o v _ o.- -� v �� R3 �� ROAD C -' + `o N 2+00 \ 10 0 _ �'� / , 11 11+06\\ - R 3 \ 7 R 1 13+00 R3 14+00Of �� \�� \ \ 15 00LLJ O AL �`�S��cENs��Ci c i 2• /gip S� / Q� A r'S� �� ROAD C STA: 13+56.88 R1 Z 2 F ti / �; S� �, ROAD A STA: 14+11.065 I z N FG-2572.69 n I U w O 0 6 Q to of C) s o l J-- - - , \ R2 I `� A � m � \ 2572- � � � �� O 9T OF - -2573 - - E- 9,� F \ _�Q PC STA: 10+48.73, 16.37' R , V / -�-- - - ---------- - 3•!1� TBC 2576.60 �\ � C ____-_= I Z� 3/14/2022 I / PT STA: 11+16.19, 12.99' R 'A� � PT STA: 12+19.08, 25.50' R PCC STA: 10+58.20, 12.99' R \ \ PT STA: 14+11.72, 25.50' R TBC 2577.Q1 TBC 2578.10 \ \ R2 --- TBC 2575.33 -- 4 w -- TBC 2573.85 � v STA: 1 1+93.11, 32.13' R G500 a z w m o PC STA: 1 1+61.61, 13.00' R \ PC STA: 13+10.01, 25.50' R w w TBC 2576.40\ TBC 2575.83 \ R3 PC STA: 14+02.16, 17.50' R I L a Z / 6. v A �P v�A \\\ m A TBC 2573.93 TBC 2573.75 a o Q o d m \ \ F, �\\ ,, \ PC STA: 12+09.52, 17.50' R o w� 0- b / STA: 11+66.07, 26.63' R \ PT STA: 1 1+97.61, 17.50' R \F m h TBC 2576.31\ G'TBC 2575.44 I o J } v TBC 2575.83 \ PT STA: 13+19.57, 17.50' R Z � m TBC 2573.68 o Q�m \ \ Z0 3�Qamw omw� o \ v oa zo o =�°� w Z z O rr o w a U xo�x cn Z�vw�� o F�ww�x3 1/(E ID[Z IAN'-, w~C, Jwm�Q mFw LO i-c-ar.f� N Z w d' 7T f m=¢z o • { ■' ZFx O �Y. O(7 Q(7 Z IC•�•; 7 7�J� 2585 HP STA: 11+07.15 2585 HP ELEV: 2577.429 o I�... PVI STA: 10+93.64 ao_ a n Lc) PVI ELEV: 2578.50 ri LOW PT STA: 13+00.00 ---- -- +Lo K: 10.81 +N FINISHED GRADE o LOW PT ELEV: 2572.97 0^ ---- -- N LVC: 100.00 o rn PVI STA: 12+50.00 o rn rn o LLJ 0 0 ROADWAY o rn o rn 2580 w w o� PVI ELEV: 2573.22 o C* m Co 0 o co 0 2580 J �> �w +N K:34.80 +� (oo oq� oo� _ o� -- --oo� W IL PVI:10+00.00 >m N LVC: 100.00 r7 N +N +N +N -- +N O ELEV: 2573.00 00 �wZD � _M .. Cc Y 2575 5g7% ------- � �i aw ILw ILw ILw 2575 C) z z _ _ -- _ _ Z - -- -- -0.50% 0.50% -0.50% 0.50% -0 0% z w --_ 48" RCP F- Lu Q o ----- J w 2570 ------ - ------ ------ ----- ------ ------ -- -- 2570 CQ z SUBGRADE 0 L!_ z ROADWAY z W Q o (/) > CC m 2565 2565 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 Q W Q w /yam W Q O Lu Lu a ROADWAY R1 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 w R2 EDGE OF PAVEMENT s z R3 PEDESTRIAN RAMP TYPE "A" PER ACHD N w SUPPLEMENT TO ISPWC SD-712A WITH ° < DETECTABLE WARNINGS PER ACHD SUPPLEMENT FILE: 10-20-143_c-105 o JUB PROJ.#:10-20-143 Z TO ISPWC SD-712. SEE SHEET C-400 FOR DRAWN BY: JGc m MORE INFORMATION. DESIGN BY DSM O CHECKED BY: DSM d m ONE E INCH d 3 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY o ti LAST UPDATED:4/20/2022 IR R a SHEET NUMBER: a � 09 -105 a o HORZ 0 20 40 10■VERT 0 5 10 7-:�- SEE SHEET C-102 SCALE IN FEET 1-1-1-13 ENGINEERS,INC. STA: 20+145.11, 34.13' L d 1111 TBC 2573.80 z I ' STA: 20+19.1 1, 34.13' L I I J "t o TBC 2573.40 (n p co co I I PT STA: 20+19.11, 29.01' L LLI CO � C) PC STA: 18+04.48, 17.50' L co TBC STA: 18+62.00, 17.52' L TBC 2573.49 LuU TBC 2573.06 I I TBC 2573.26 Z X a) - 00 o PC STA: 20+07.61, 17.50' L Lu C c\ rn rn PT STA: 17+89.94, 17.50' L �I Q I PC STA: 18+68.96, 17.50' L TBC 2573.10 I z > � .� hi TBC 2572.96 O �I TBC 2573.29 w > o PT STA: 20+02.01 TBC 2572, 17.50' L.89 R2 I 00 O d (.0 PC STA: 17+80.28, 25.50' L I I PT STA: 18+78.61, 25.50' L I I � N TBC 2572.61 TBC 2573.02 PC STA: 19+92.45, 25.50' L -- TBC 2573.10 J 4 / y� - - - - -- - - - - - R3 5�1- �- _ / �� i R3 0o O + o I N �/� ��L - 4'/2• FS \�ENSF��/,y o to U C Z U N PC STA: 20+45.12, 12.99' L >O w 15 00 16+00 17+0o ROAD C 1s+oo TBC 2574.20 / l I w o� 6 _ - - R 1 - T - I- - - I - - - - - _ - 19+00 R 1 20+00 i / 20�50• U) a PT STA: 17+52.48, 17.50' R ROAD C STA: 18+33.48 -� - a- PT OF w 25�3 TBC 2573.49 ROAD B STA: 14+07.43 / w Q� 99q F w I -fG-2573.08 S.r"- c4 I PC STA: 17+56.63, 17.50' R ^ry 10+00 _ _ 00 `' j3 _ �1 �/2• TBC 2573.46 Q` \25j>- n q _il z 0 3/14/2022 PC STA: 1 +86.65, 25.50' R l� - �-- R72, --� �25�7, N �T - - - - TBC 2573.84- ' - R3 \ / l R3 - R3 - - - 257 - - `CCE ,oJ�N- PTo Lu - - . aw STA: 16+96.21, 17.50' RTBC 2573.73 PT STA: 18+78.52, 25.50' R / r{. 2 W o a4 PC STA: 17+02.49, 17.50' R R2 r TBC 2574.02 PC STA: 19+92.45, 25.50' R i _ a=ZmwTBC 2573.73 - --- TBC 2574.10 [ �rp 0 o w t _ 'STA: 17+13.99, 36.50' R PC STA: 18+68.96, 17.50' R -PT STA: 20+01.96, 17.50' R \TBC 2573.60 / TBC 2573.97 °N� wPC STA: 18+05.45, 17.55' R R2 zoSTA: 17+40.98, 30.99' R ITBC 2573.72 TBC 2573.54 N<o w TBC 2573.50 PT STA: 18+61.48, 17.54' R PC STA: 20+07.67, 17.50' R I 3 N Z w z PT STA: 17+66.19, 25.50' R PT STA: 17+98.44, 17.50' R TBC 2573.94 TBC 2573.64 o i o m E o 0 TBC 2573.68 W.�o> > z TBC 2573.65 x.o_ w PC ISTA: 17+88.79, 125.50' R PT STA: 20+19.17, 29.00' R W 2 F o z E -- o R1 N I TBC 2574.17 LL=w¢ a cN c) TBC 2573.86 STA: 20+45.16, 30.99' R m 0° -� Cc m l STA: 20+19.15, 30.99' R TBC 2574.94 rc o m Q�:j U) TBC 2574.49 ¢ ° o w0 ROADWAY �` o �wm�Q R1 6" VERTICAL CURB AND GUTTER PER ACHD j - - - - ��- - - - - j m w o w SUPPLEMENT TO ISPWC SD-701. SEE SHEETC 102 'o=z o 0 R2 EDGE OF PAVEMENT Z o R3 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO ISPWC SD-712A WITH 400 DETECTABLE WARNINGS PER ACHD SUPPLEMENT TO ISPWC SD-712. SEE SHEET C-400 FOR MORE INFORMATION. Lu J_ U LJJ LL O LOW PT STA: 19+75.00 Z E 2585 2585 . PVI STA: 20+00.00 V z PVI ELEV: 2573.07 Z m K:33.44 Q Ir LVC: 50.00 Z ww o Lu Q go(o o o^ 2580 ON ^ O O O OO N to to 0r- O^ ^ On W) �� m ij +N Q 0 �� - �� FINISHED GRADE �N �� - >� - - � rnN NNaw z z Q o PVI:15+00.00 a a Li a a w ® ROADWAY a a w a w a w w L` Lu Q w 2575 ELEV: 2572.91 > 2575 Cl) > pE m z __-0.50% 0.50% _-0.50% 0.50% __-0.50% 0.65%. 0-.50% -0.50% 0.50% 00 �0 z Y U m J wLu -- -- ------ ---- - - ----- Q ------ 2570 OI SUBGRADE - - ui ROADWAY - - W Q a2565 2565 DC 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 I w Y W O m z � Z w cj FILE: 10-20-M C-105 5 Z JUB PROJ.#: - - DRAWN BY: JGC w m o DESIGN BY: DSM O CHECKED BY: DSM d m ONE INCH d 3 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY N LAST UPDATED:4/20/2022 R SHEET NUMBER: a -106 a 9 o HORZ 0 20 40 fJ'U B- 1 J-U-B ENGINEERS,INC. VERT 0 5 1 SEE SHEET C-103 C-109 SCALE IN FEET U ------------ _-r- - - ------- --� - - - - - - I i z J N -- co o I $ �( f 1 _ 1 1 p � m I -+ _-- _ STA: 13+61.57, 33.65' L------- ---- 00 TBC ??? W �p cfl o J -STA: 13+35.54, 33.65' L 1 o I W U � / d I R2 PI STA: 14+47.OBC 2 576�07 1 I Z_ X a - 0 TB_C ??? ` — _ \ I PC STA: 15+16.85, 22.50' L I W o m _ _ -__-- i TBC 2577.65 m (� PC STA: 1 1+21.02 17.50' L N PT STA: 1 1+79.02, 17.50' L ,- - PT STA: 13+73.04, 17.50, L J 1 ✓ I > Cn •� 3 I\ TBC 2574.69 PC STA: 13+24.04, 17.50' L / - I Lu TBC 2574.69 TBC 2575.31 I --- - - - v l W 0 A TBC 2575.41. — _ - - I O a- - R5 — — — I N \ - - p -- �i R5 -' �� STA: 14+43.07, 0.00' �- - - - - - ROAD Dis+06 12+00 5'� 1S892436E 539.05 14+00 I Q' NALrt iO 16+00 EG \ FNC -2573 \ R3 R3 �I m I 1 ��cENSF �ti \x I� A� I ,25� p R 1 i I STA: 15+33.07, 0.00' / J I w ZO R5 \\ ---- — _� X / Z �� j a- Omar / \ 93 - - - - - - - - - - -� � I / W I � qq OF o - Q� 9 F 0 / PT STA: 1 1+79.02, 17.50' R---- - -- -- - - ---- PI STA: 13+79.27, 17.50' R - ~ �� 1.- Z TBC 2575.37 - - - - _ _ _ TBC 2576.70 _I J - I (n I I 00 3/14/2022 PC STA: 1 1+21.02, 17.50' R /�% m �� i A 1 PC STA: 15+25.41, 22.50' R PC STA: 13+25.00, 17.55' R PI STA: 14+47.04, 22.50' R TBC 2578.30 \ TBC 2575.37 /�� / C 500 TBC 2576.79 I w Q / / TBC 2576.15 \ K o w / $ O PT STA: 13+35.52, 28.61' R R2 V PT STA: 13+73.02, 17.50' R 1 I I a w m / +\ Cf / TBC 2575.74 TBC 2575.90 �I I I �a z �<md r STA: 13+35.62, 34.11' R PC STA: 13+61.54, 28.61' R I I �.o w m / TBC ??? TBC 2576.08 I I �I o T,w m 0 poI-_> > STA: 13+61.52, 34.1 1' R \ 1 / 1 Q m° m TBC ??? 1 d °v � x o � SEE SHEET C-103 �---------------�- a I � -'-�-------�-=��''--�il ��zo}� zF�am� 3N�mz� z rc30mw� O O J N:?Z O 0 OZ=FOB w z p O [[ ww -0 F w a w O co,0 r 2 U) 2585 LOW PT STA: 14+25.00 2585 z W. ?o 0 LOW PT ELEV: 2575.82 F o w o 3 w PVI STA: 14+50.00 00 00 o 000 0`° �w'�oN � 0 PVI ELEV: 2575.95 � aw mYo 0)4 N Sri Sri K:42.99 lli cD wof J w =a» 0,i a'� LoLo +N N� LVC: 50.00 �� mF=zo 2580 +C 4 +N +04 � .• FINISHED GRADE N N 2580 o=z o a .. ® ROADWAY z w w d� dw aw aw jm ��i 1.67% m 0.85% 0.50% 2575 0.76% -0.50% 0.50% __ ____-- ---- 2575 ------ -- - ----- ------ ---- --- --- - SUBGRADE AT = ROADWAYLL J 2570 2570 W 0 z Z U 2565 2565 Z Q � W w � � Q o � ZD Z 2560 2560 z z W Q 0 C1) > oC 2555 2555 Z J o 0 11+20 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 coW Q a Ir V`E IDIZ IANj LLLJ LJ "�:,�.M.,�. ... wfi• ••� Q p > w :A. ROADWAY R1 RIGHT TURN ONLY SIGN w R2 EDGE OF PAVEMENT 0 z R3 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 FILE: 10-20-143_a107 R4 6" VERTICAL CURB PER ACHD SUPPLEMENT TO ISPWC JUBPROJ.u:10-20-143 a w SD-701A DRAWN BY: JGC m o DESIGN BY: DSM R5 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO O CHECKED BY: DSM ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD 4ao ONE INCH SUPPLEMENT TO ISPWC SD-712 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY N LAST UPDATED:3/23/2022 SHEET NUMBER: a9 —107 a o I I CJUB i I I I I I I I J-U-B ENGINEERS,INC. Z / j N STA: 20+19.10, 34.13 L- R8 GO c: co o TBC 25731.40 I O C") �R6 STA: 10+17.97, 42.14' L U) � 00 E TBC 2573.80 / w W � m �? U �I R7 / �I HORZ 0 20 40 W PT STA: 12+10.11, 15.84' L > cz ai PC STA: 10+17.99, 20.99' L / TBC 2575.44 z > C � r J TBC 2574.20 PRC STA: 12+07.28, 9.29' L W o PT STA: 10+29.49, 9.54' L TBC 2575.75J VERT 0 5 10 00 � d TBC 2574.72 — _ — _ _ I I� SCALE IN FEET PC STA: 1 1+92.53, 9.50' L CV m R�2 I R7 — _ — TBC 2575.85 R2 o I 20+00 i 20+5 - -I - - - - - - - m _ L=29.98' ILL! ROI�� : 10+00 / -/ - - 11+00 - o� R 1 0 R9 2�0p R=34.00'51" F°''Ao ENS z R7 193.03' N89'24'48"W OAD E A F '/ -- R7 R 1 w Z wI \ -- — — -- — > >— 0 6 R3 _ X�,� G 1 0 C) - T ,,-- -- of / PT STA: 10+29.52, 9.53' R_ _ R5 --PC STA: 1 1+93.03, 9.50' R STA: 12+23.01, 0.00' cn qqq� S. STA: 20+19.15, 30.99' R L TBC 2574.84 4 TBC 2576.17 m I EG 2575.24t O O 3/14/2022 TBC 2574.49 R6Iz C-500 �� I \ R7 R4 R2 \\ � I �J(EPT STA: 12+45.97 O 2zSTA: 10+18.02, 22.99' R - - -- TBC 2575.52 >w 0 wQ TBC 2574.94 W ! o T,zw w� om'6 w(D of W m II~ R8 I Z \ Z~¢a�w rc3�mw� O \ °tea?z0 n (n azw�OF z I w 0 r 0 7 w> O _ a w0'o' r� � U xo�x U) z W. o _WW°3 ROADWAY tz 2585 - - 2585 �w m w Q Q W O t n Y x K z D N R1 SAWCUT EXISTING ASPHALT EDGE A MIN. OF 2' FROM _ _ _ _ '?W>w EDGE OF GUTTER __ �00<0 o 0 �R2 23.01 MATCH TO EXISTING CONCRETE CURB AND GUTTER. 2580 STA: 12+MATCH TO EXISTTINGING 2580 R3 RIGHT TURN ONLY SIGN. R3-5R 18"x24" - -- - - - - FINISHED GRADE @suBGRADE AT R4 RIGHT TURN ONLY/STOP SIGN. R3-5R 18"x24" / - -- - - - - -- - ROADWAY - - ROADWAY � 0.79% -1.00 0 R1-1 30"x30" 0.71% R5 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT 2575 2.00% 2575 LLJ TO ISPWC SD-701 ----- — J—_--_— _- --- W LL R6 EDGE OF PAVEMENT. _----- — ------ O OC R7 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO � 400 2570 2570 z ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD Y SUPPLEMENT TO ISPWC SD-712 _ __ _ _ _ _ __ __ __ __ _ _ _ _ __ __ __ _ ZQ R8 ZD SEE OFFSITE ROADWAY IMPROVEMENT PLANS FOR - -- - -- - -- -- -- -- -- -- -- -- -- -- -- -- - z w SIDEWALK. 0 Q Lu cr Q w R9 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT 2565 2565 TO ISPWC SD-702. Z mR10 5' TRANSITION FROM 3" ROLLED CURB TO 6" VERTICAL _ ____ _ ____ _ ____ __ ____ __ ____ __ ____ __ ____ ___ ____ ___ ___ U_ Z Z z CURB Z_ LJJ Q 2560 2560 Y Z Q I' ' Q W (] GRADING m J Q c1 MATCH TO EXISTING 2555 2555 IIr O 10+00 10+50 11+00 11+50 12+00 12+23 LLJ LLJ Q w OO a w x I w 0 m m� z w cj FILE: 10-20-143_C-107 o Z JUB PROJ.#: - - DRAWN BY: JGC w m o DESIGN BY: DSM O CHECKED BY: DSM d m ONE INCH w d 3 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY N LAST UPDATED:3/23/2022 SHEET NUMBER: a9 —108 a o 0 10 20 CJ' 1-U-13 ENGINEERS,INC. SCALE IN FEET U z J N C/ p Co o WU) OOO . E / z xLu 0 � 00� I 0 =_ I (� Luc oN I / R2 w I z � � aid o PT STA: 15+51.35, 56.91' L EG 2577.30+ LuCDTBC 2577.50 m I N r / U I I O S�ONAL L` Fes' \CENSF�C/,y 0 Z v I I I l w0 6 PC STA: 15+16.85, 22.50' L I O TBC 2577.65 — —— ——— Rl QH- 9,9TFOF ��pQ -_--�_- - G1 i 0 0 3/14/2022 - -- R6 i� Q �w Q i 7¢zof 0 �� U I / aoo�x zmmD/ o / > R4 ' ROAD D o �� it , I ��m° 'X I i � N°zO w Z�<U i O �NomwJ Z o<: Wo 0 STA: 15+33.07, 0.00 of o Z=F o F w o —15+00 N J� o rc 16+00 LU Wo°E2577.88+ Q�Z J� w z 'moo � ❑ / <�W,m3 / 5 of of z G =of°�� 00 R5 / �o�w� I �I / mF=zO / J V 0 0<0 o z PC STA: 15+25.41, 22.50' R TBC 2578.30 / w -- — -- — — R 6 --- - R3 - -- V N 0 - — 0- �I Lu R4 -----_ - Lu --- z o O z �� R1 z I v rl G1 I� Lu m I I a w I (^ ~ Lu Lu H R7 I z L1J o I I ILL z J I EG 2578.40+ / zLu / U) o u I PT STA: 15+59.89, 57.97' R z TBC 2578.62+ m R2 / z w Q a DETAIL �WE '�- w �.,..,;�,.,., ., O SCALE:AS SHOWN ■ �■ w � :• Lu `Y: O ROADWAY GRADING ;� '� ' • ,.: Ir R1 SAWCUT EDGE OF EXISTING ASPHALT EDGE A MIN. OF G1 MATCH TO EXISTING Y 2-FT. w R2 MATCH TO EXISTING CONCRETE CURB AND GUTTER U m H w R3 RIGHT TURN ONLY/STOP SIGN. R3-5R 18"x18"/ � J R1—1 30"x30" FILE: 10-2o-1a3_C-109 o ¢ JUB PROJ.#:10-20-143 a w R4 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT DRAWN BY: JGc m TO ISPWC SD-701 DESIGN BY DSM O CHECKED BY: DSM o. R5 6" VERTICAL CURB PER ACHD SUPPLEMENT TO ISPWC ONE INCH SD-701 A I-�I d AT FULL SIZE,IF NOT ONE R6 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO e NCH SCALE ACCORDINGLY LAST UPDATED:2/7/2022 ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD SHEET NUMBER: SUPPLEMENT TO ISPWC SD-712 R7 SEE OFFSITE ROADWAY IMPROVEMENT PLANS FOR C-109 a � SIDEWALK. (JUB h J-U-B ENGINEERS,INC. ° 1 _ • > — P ----�0H — —OHP --- OHP o U --- — Z C a HP —{ .i.--OHP -- -- OHP ---- P --- —OH O W -- — W I O C0 M — rY iRR ----- ioo -----IRE -----JRR -----I R 3 LL E -- G -----G —————G ————— ----- ----- FRANKLIN ROAD cn o ao ----- —�_-- G --{---G- 0 80 16 LU o � o Lu U � p co-6 z x a) - � 5 N — UJ 0 — — N a SCALE IN FEET a I — — - _ o w I d I —SD - 3 m coD C a- 14' IMIN. > I � I I F N G In I D m I C-212 o a L z >0 CD O U 6 10" MINIMUM CRUSHED 3/4" ROADBASE 13 O L �_- - - - - - - - N Qcn �9g9rFOF ��P�pQ� ql S. WATER COMPACTED SUBGRADE I I 1 N v 00 3 14 2022 MAIN o �J f L a � - — I I� — I - 1 I Lu z U C-206- - - - - - - - - - h FW WJ y FPS—� —� ��UU� GRAVEL UTILITY ACCESS — <Z� SCALE: N.T.S. — � I o w m a 1 w �� °¢° IL }W U W H d �y I r PRIVATE I PRIVATE '0990 s � - - - L - - � _ §_�_-} — ROAD C — — — — — ROAD E Z~ a m I — I I ��Nz� Z \ I— 93oin W 6 o \ EG z I \ w E EG W I Ia W000kQ cn IV °\ — — — — — — — — ¢�vWS= o 1 Z \ �Wm�Z J V7 O U W n I QW° � C-211 o D = Z�� m m Y W �o0)¢° m I o o J � Z a C-207 - - - - - - - rl 'II 'I ma PRIVATE Ec I —w — ROAD D _ I: �I, O o L — — I -' q� � � � I LI_ I I I _ �+ I - r w Ii r I I 1 3 I IIIII I I I z — — C-209 a�_�_ U Y J — - - _ � — — - - I III ZD Z z 0 , II Q a d II IIr w ° I EG �� II cr w G w E I Q 70 Z — Fc d I 8 I z — — — — — — — — — — — — W - Imo = I - - — ?;I II mw > o — N _ — _ Ili 0 I\ 3 = - -I �_— I r _ _ �\ — — — — /, ` III j i ui o _ _ la m — �— - - _ � -- I U 0 r --- W IIIIII _ Hill _ IIIIII I - w I I v I lip I J /, ° FILE: 10-20-143 C-200 T Z '— ..: - •.a- ----- --- II\ it —_, - -.. JUB PROJ.# 10-2- I D�d D�d \ I DRAWN BY: JGC 0 143 COBALT DRIVE DESIGN BY DSM a ° - — - U /r / i I li I l I illl CHECKED BY ONE INCH _ AS• ..:._ - ..,.....: .,....,_ ..:.,,..,... � I I AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY SEE PLANS FOR COBALT DR LAST UPDATED:4/11/2022 N SHEET NUMBER: N � a U C-200 N o a ❑ ET C SEE SHEET; i i - - - - - - N - i - - - - 10- Mll _ _ _ 1 I L 00 w J-U-B ENGINEERS,INC. D1 00 S1 U CB 2 M STA: 10+72.51, 22.0' L' SEE SHEET C-205 j Z J N - - aar� -- daiC D2 � o RIM: 2568.24 C U _ m INV OUT: 2565.30 12..(W)- - - - - - - - - - I - - - — 0 SEE SH ET C-2 _-- M S 1 U) O 00 E --- 1 — — - - - - - _ - - � - - Q HORZ 0 20 40 W - � (6O _\ 3/d CB 4 — \ Z X 0) o - - - -STA: 13+64.43, 24.9' L r N VERT 0 5 10 Lu ai 3 /I / - cz W2 RIM: 2571.67 - �l Z � - 3 �� p 1^ - INV OUT: 2569.15 12"(W) SCALE IN FEET W O i h i h W1 o r ROAD A 3 STA: 12+20.60, 6.0' L 154 LF 8" W2 3 W1 CO 1 10+00 +00 i w yy W 31 LF 8" N IV / - �� - /12+00 13+00 14+00 14+11STA: 14+05.06, 6.0' L \ wo V - r - - - - �- 4 \ `O 77 3 1 D6 � � D2 � �v � S SS � SS 9- 5 2 0 � O ID —— S 1 D7 TONAL F� �- - _� __—_ --- �� - — oz FS �CENSF��iti \ - - - — --- j0 --- \ — — 6 \ n D1 CB 1 — — -- -- r — - - - - - - D8 �0 STA: 10+72.10, 22.0' R - -- - D5 _ _ ---_ 00 E SHEET C-212 � O�q \I -- Y RIM: 2568.25 - �` INV IN: 2565.08 12"(E) D3 j —— S 1 — — — — l — — — Q 999 F OF �z\ � S. 1 INV OUT: 2564.98 12" S \ J SEE SHEET C-205 00 O D4 v D1 c6 3 3/14/2022 l III STA: 13+64.43, 24.9' R RIM: 2571.50 o l o� INV IN: 2568.90 12"(E) zLu �� wVl 011T- g.FR R9NV IN: 019"Rw) _ ®�� a Z w m =w w U 0 0¢O a=0m~ CL 0 Z,J? } Z 2585 2585 F V CO 0 O v i��x �Fz0}� Z< a m ca7 — a 30�mzw z rc3�mw� O z0 2580 2580 Wz >w o w 00a�F¢ Im x cn Z o 12" STORM Fowo� 1 E IDIAN'2575 CROSSING 2575 T !.w ae o FINISHED GRADE AT SUBGRADE AT _,., a w a.Y ROADWAY ROADWAYlk.__�}_ N Z w �I why .L .;f• F mw� w 2570 ---- ------ -- ------ =� -- ---------- 2570 , r�ti+. Z _- --- 154 LF 8" PVC 31 LF 8" PVC o —— ��•. '�•. -- 185 LF 8" PVC ® 0.40% ------------ -_--12" STORM 2565 CROSSING 2565 0 MH 7 MH 7 Lu UILL Lu J 2560 2560 O 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 U z ZD Z Q UJ z ° D5 58 LF 18" PVC © 0.00% (PERFORATED) C1) Q w WATER NOTES o < w1 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST D6 42 LF 12" PVC 0.50% L1_ Z BLOCK PER ISPWC SD-403. D7 48 LF 12" PVC 0.50% z J w2 0 Lu POTABLE, NON—POTABLE CROSSING. SEE SHEET D8 33 LF 12" PVC @ 0.50% C-002 WATER NOTES 2 AND 3. Y D D9 5 LF 12" PVC © 0.50% SANITARY SEWER NOTES Q w o S1 SEE "OUTERBANKS SANITARY SEWER" SET OF co O PLANS. c DRAINAGE NOTES Q o D1 TYPE I CATCH BASIN PER ISPWC SD-601 Q p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 D3 SEEPAGE BED A PER ACHD BMP-20 DIMENSIONS: 10'x58'x4.5' DEEP s STORAGE VOLUME= 1,108 CIF WATER NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" z MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR BAFFLE SEPARATION TOP OF BED: 2566.00 FILE: 10-20-143_C-20: o BOTTOM OF BED: 2561.50 ouBPHoo.n::o-zo-ias Z BOTTOM OF SAND: 2560.00 DRAWN BY: JGC aw o p4 1000 GAL. SAND AND GREASE TRAP A PER DESIGN BY DSM o m ISPWC SD-624. CHECKEDBY: DSM INV IN: 2564.95 ONE ENC" INV OUT: 2564.10 NCH SCALEAc ORDI ONE M INLET BAFFLE EL. 2564.35, OUTLET BAFFLE EL. LASTUPDATED:aisizozz 2565.85 SHEET NUMBER: a 09 -201 a o SEE SHEET C-206 — — — CJ' I 3 J-U-B ENGINEERS,INC. --- S1 V�� o ----- ------- Lu z cj: N � co co co o CB 6 D1 Q a - co ce) STA: 10+80.77, 22.00' L _ ------ CB 8 D 1 �_ .� O 00 E ` RIM: 2569.09 --- STA: 13+46.96, 24.94' L I HORZ 0 20 40 w O m / w U � Q 0? INV OUT: 2566.10 12"(W) SEE SHEET -- D2 RIM: 2572.14 0 0 Z _ - — bo — — — W2 INV OUT: 2569.10 12"(W) z W D2 - STA: 12+45.00, 23.00' L Y v - r F I VERT 0 5 10 3 J - - - FG 2572.88 i z c 3 Z ' _� d� r00n - -- - - - - - -- �� 1 / - - SCALE IN FEET w o _ = -- �� O a) Q / = W5 W 1 STA. 14+01.43, 6.00' L L o m co N c 1, �� STA: 12+18.62, 6.00' L W W4 153 LF 8" LcK._)-\\, D10 W3 /� N 10+00 011+ +00 29 LF 8 W W - U �3 I- - &��_ - 25-� - 13+�U0 - - - - 1 +OQI ` - -F - 15 00 Lu Lu \ p I w \ O \ V eo SS S SS J I 00 S\ONAL FN \ a 9 W FS �CENS �i �o \ S1 D4 D2 PRIVATE W5 0 Lu0 F in v � � z — — w - — -- -- -�I / g - ----- a- s o a- — D6 Q� 9q� of o D2 D7 — — — — SE HEErSi -212 -- U) 9 S.! ' D5 �' CB 7 D 1 0 0 ------ _ _----�I v z / / D 1 1 STA: 13+46.96, 24.94' R 3 14 2022 CB 5 D1 D8 RIM: 2572.14 S1 STA: 10+80.77, 22.00' R D3 M INV IN: 2568.85 12"(E) RIM: 2569.02 _ z INV OUT: 2569.07 12"(N) \I I Q _z a I, wo b ' o INV IN: 2565.88 12"(E) IK INV OUT: 2565.78 12"(S) \ w I 2<z 07 w w o �- / o oT,wmW oo�_> > a SEE SHEET C-206 a N o m Z J z rc3 m o gN�z rc 0 u oz=I]°, w Z 0 0 2580 2580 ww —0 E 2 m a rcUoIr ��Z 0 z(,o?o 0 F o w o FINISHED GRADE AT ROADWAY SUBGRADE GRADE w>w t o 2575 _ _ - _ AT ROADWAY CL _ _ _ 12" STORM - 2575 J w m w CROSSING =r°D n �[If --- ------ ------ - ---- Z ------ ------- 0 2570 --- - - ---- 29 8" PVC 153 LF 8" PVC 2570 ---- 0 12" STORM 2565 CROSSING 185 LF 8" PVC @ 0.40% 2565 w w LL U MH 9 _ _ _ _ _ _ _ _ _ _ _ _ _ MH4 _ _ 0 ZD E 2560 2560 z ! y - - - - - - - �, J o z ZD z Q LL z 2555 2555 Qcr Q 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00m ILL } U z z W J w Cl) z WATER NOTES DRAINAGE NOTES D5 1000 GAL. SAND AND GREASE TRAP B PER z J m ISPWC SD-624. Q Lu 0 W1 17 LF 6" DI D1 TYPE I CATCH BASIN PER ISPWC SD-601 RIM: 2569.40 m ¢O W2 FIRE HYDRANT ASSEMBLY PER COM SD—W8 D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO INV IN: BC INV OUT:: 2564.564.95 LJJ w ISPWC SD-627 INLET BAFFLE EL. 2565.15, OUTLET BAFFLE EL. U w3 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST D3 SEEPAGE BED B PER ACHD BMP-20 2565.65 Q BLOCK PER ISPWC SD-403 O > DIMENSIONS: 10'x43'x4.5' DEEP O w4 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST Ds 1000 GAL. SAND AND GREASE TRAP C PER BLOCK PER ISPWC SD-403 STORAGE VOLUME= 821 CF WATER ISPWC SD-624. MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR RIM: 2572.50 Z STA:12+45.00, 6.00' L TOP OF BED: 2566.40 INV IN: 2569.05 Y w5 POTABLE, NON—POTABLE CROSSING. SEE SHEET BOTTOM OF BED: 2561.90 INV OUT: 2568.20 w C-002 WATER NOTES 2 AND 3. BOTTOM OF SAND: 2560.40 INLET BAFFLE EL. 2568.45, OUTLET BAFFLE EL. 0 m D4 SEEPAGE BED C PER ACHD BMP-20 2568.95 z SANITARY SEWER NOTES w DIMENSIONS: 10'x39'x4.5' DEEP STORAGE D7 43 LF 18" PVC © 0.00% (PERFORATED) cj FILE: 10-20-143_C-202 o Q S1 SEE "OUTERBANKS SANITARY SEWER" SET OF VOLUME= 739 CIF WATER �uBPRo.u:10 PLANS. MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR -20-143 Da 39 LF 18" PVC © 0.00% (PERFORATED) DRAWN BY: JGC z m p TOP OF BED: 2569.00 D9 42 LF 12" PVC @ 0.50% DESIGN BY DSM o BOTTOM OF BED: 2564+50 CHECKED BY: DSM BOTTOM OF SAND: 2563.00 D10 48 LF 12" PVC @ 0.50% ONE EINCH z AT FULL SIZE,IF NOT ONE D11 5 LF 12" PVC @ 0.50% INCH,sCALE ACCORDINOLv NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" ASTUP DATED:am2o22 N BAFFLE SEPARATION SHEET NUMBER: a9 —202 a o SEE SHEET C-207 - - - W2 -7 �I - - - 10-� SEE SHEET C-207 3 I � � D4 J-U-B ENGINEERS,INC. D1 CB 12 D1 D1 CB 14 Q S1 p2 CB 10 STA: 15+95.71, 25.00' L STA: 17+09.39, 25.00' L O D6 - D8 1. U RIM: 2573.74 RIM: 2574.26 _ Z J N STA: 15+09.00, 25.00' L INV IN: 2570.24 12"(S) INV IN: 2570.91 12"(W) I \ D 1 CB 16 ------ o RIM: 2573.23 \ INV IN: 2569.35 12"(N) INV OUT: 2570.81 12"(N)- - W - - - - I U7 � \ STA: 18+49.98, 25.00' L - p C� c� INV IN: 2569.88 12"(W) \ INV OUT: 2569.25 12"(W) _-- \ RIM: 2574.70 _ _ - - ° INV OUT: 2569.78 12"(S) D 12 --- _ - - _ _ G cn O 00 (o E M I Q N INV IN: 2571.36 12" W - - HORZ 0 20 40 Lu - O ° - INV OUT: 2571.26 12"(S) D 1 1 Z_ X m 00-6 CD - -- i�a E \ - w - o., D9 D2 - 3 �� VERT 0 5 10 � cz 3 N I D14 SDMH 1 D13 - - -- W1 W2 + SCALE IN FEET W 0 Q j STA: 15+95.71, 0.00' R D2 0 o C: N a- D10 RIM: 2574.07 D11 D7 D10 I N m cfl w 15 00 INV IN: 2570.42 12" W yy W 236 LF 8" / Q U Z = - - - - INV IN: 2569.13 12"(E) 0 17 i 00 _ i - - 1$+0� ,\ yr 19+00 W t~ i j N D 1 INV OUT: 2569.03 12"(S) 2g�4 4 W2 - to - �Sj rt z I = w O D5 I 15' S� ] co < I GB 9 D3 PRIVATE RO \ N 25 s �S� �° \ = w Of Q STA: 15+09.00, 25.00' R 3 I U u1 RIM: 2573.14 D 13 - - \\ tNi► Q SS�ONAL FYI INV OUT: 2570.13 12tg D 10 �- 4"' I �� I � 11 � -�� D1 CB 13 I V � D1 CB 15 - - r � STA: 15+95.71, 25.00' R RIM: 2573.74 \ STA: 17+09.39, 25.00' R STA: 18+49.98, 25.00' R D2 z O999q`os INV OUT: 257M: 73.74 RIM: 2574.26 �\ W2 S1 RIM: 2574.60 O O INV OUT: 2571.16 12"(E) I INV OUT: 2571.61 12"(E) I z O 3/14/2022 I I z SEE SHEET C-207 w o a zw ¢ 0¢o ¢ 2585 2585 ¢0 m~ z� m m o v x �Fz0}� z¢��m¢ ~¢a 3 w N zF Z a m w- o 0¢%�Z o N FINISHED GRADE AT ROADWAY o Z=F o F w z 0 SUBGRADE GRADE N LL o w m m a - - - AT ROADWAY _ a 2575 2575 ¢��° o __ 12" STORM Z � __�- Qowo- _- z_ ___CROSSING ---- ----- w'>w~o - ----- _ �� 11 LF 8" PVC Qwa�Y --- -- - - ----- -- _ --- =�Z�� --- 12" STORM ____ __ __ __ _ __ __ __ __ __ 86 LF 8" PVC 107 LF 8" PVC � 2570 CROSSING 2570 m==z o �0n¢ n o 8" SANITARY CROSSING 2565 2565 Lu 2560 2560 Lu LL cr 1 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 0 z z z ZD Z Q D6 1000 GAL. SAND AND GREASE TRAP E PER F- Lu z WATER NOTES DRAINAGE NOTES cn Q ISPWC SD-624. &D 8"x8" CROSS W/ (3) 8" GATE VALVES AND D1 TYPE I CATCH BASIN PER ISPWC SD-601 INV IN: 2571.20 THRUST BLOCK PER ISPWC SD-403 INV OUT: 2570.35 } p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO STA: 17+46.25, 6.00' L 0 INLET BAFFLE EL. 2570.60, OUTLET BAFFLE EL. z z J ISPWC SD-627 2571.10 - Lu W2 FZ POTABLE, NON-POTABLE CROSSING. SEE SHEET D3 SEEPAGE BED D PER ACHD BMP-20 p7 78 LF 18" PVC 0.00% (PERFORATED) C/) Z C-002 WATER NOTES 2 AND 3. DIMENSIONS: 10'x78'x4.5' DEEP z J m SANITARY SEWER NOTES STORAGE VOLUME= 1,477 CF WATER D8 54 LF 18" PVC © 0.00% (PERFORATED) Q w o MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR D9 114 LF 12" PVC © 0.50% cos1 SEE "OUTERBANKS SANITARY SEWER" SET OF TOP OF BED: 2570.50 0 PLANS. BOTTOM OF BED: 2566.00 D10 48 LF 12" PVC © 0.50% LLJ w BOTTOM OF SAND: 2564.50 D11 12 LF 12" PVC © 0.50% Q D12 86 LF 12" PVC © 0.50% p4 SEEPAGE BED E PER ACHD BMP-20 DIMENSIONS: VOLUME 541 026 CIF D1 DE WATER O3 24 LF 12" PVC @ 0.50% 0 STORAGE Z MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR OP OF BED D14 48" CATCH MANHOLE PER ISPWC SD-611 257150: . Y BOTTOM OF BED: 2567.00 s BOTTOM OF SAND: 2565.50 mZ p5 1000 GAL. SAND AND GREASE TRAP D PER ISPWC SD-624. INV IN: 2569.40 FILE: 10-20-143_C-202 o JUB PROJ.#:10-20-143 Z INV OUT: 2568.55 INLET BAFFLE EL. 2568.80, OUTLET BAFFLE EL. DRAWN BY: JGc m o DESIGN BY: DSM 2569.30 CHECKED BY: DSM d m ONE E INCH z d 3 AT FULL SIZE,IF NOT ONE NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" NCH SCALE ACCORDINGLY BAFFLE SEPARATION LAST UPDATED:am2ozz IR R a SHEET NUMBER: a � 09 -203 a o CJUB WATER NOTES / / /// // %�� // / D1 CB 18 \ \ \\ \ z \ \\\ \ J-U-BENGINEERS,INC. w1 REMOVE EXISTING THRUST BLOCK AND BLOW OFF / / /// / Q- STA: 21+77.00, 31.35' L \ \ Q ASSEMBLY AND CONNECT TO EXISTING 8" WATER / / // / v / RIM: 2576.7s _ v v A\ 6� ti� MH 2 v v v �, U / / INV OUT: 2573.60 12" SW) \ \ \ \� Z j N MAIN STUB. A /�� \V A \ - o W1 �� v vA✓ vv v � co co w2 2" BLOW-OFF ASSEMBLY PER COM SD-W12 / / �/ / / fr o cy / / D6 / STA: 21+66.16, 4.97' L Q STA: 19+81.70, 36.00' L I I / / / _ / / O ` '� \\ \ LL1 C) m o � / � O HORZ 0 20 40 0 w3 Lu 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST W2 / / �� - - ��\w� vA �� vv v� Z x a) BLOCK PER ISPWC SD-403 _---' i / / / / / '/ Cg 17 D1 \\ \ - LLJ o W4 8" 22.5° ELBOW WITH THRUST BLOCK PER ISPWC I STA: 19�1.70, 36.00' L / /// / /� �/ \STA: 21+75.80, 22.00' R \ \�\\ VERT 0 5 10 z > C/) .� 3 SD-403 // / / i RIM: 2576.05 \\ W �� 1�14 INV IN: 2573.33 12"(NE) \ SCALE IN FEET C� STA: 21+19.55, 5.88' L. / / INV OUT: 2573.23 12"(SW) m W5 / ws 8" 45° ELBOW WITH THRUST BLOCK PER ISPWC W6 /// / 2s�� ` (; \\ / \ \ \ N SD-403 0 �� W7 / �� D7 O� v v\ STA: 21+03.15, 0.30' L. �, �Q y �� v\ w6 30 LF 8" C900 WATER LINE. °' o W3 �' W3 ! �� \ \ \\ � STA: 20+93.23, 4.09' L F �v O TONAL F w7 8" SS PVC WATER CROSSING WITH A 12" STEEL 50o d / STA: 19+81.70, 6.00' L /— _ — \ \ _ S 1 D4 �\\ LL �Ss CASING PER COM STANDARD DWG SW1 & SW2 e w w W - 20 00 / /110 LF 8" ^ Q �� \v\ o Z �cENs i SANITARY SEWER NOTES Z = �s,� / 2,+°° �— - \ � L , v v �� 6 2 w / / / 10 LF 8"��i 17 LF 8" �, �� / � A\ V V\ a- s1 SEE "OUTERBANKS SANITARY SEWER" SET OF Q �y qrF of PLANS. v - -�- - --- SEE SHEET C-21 D3 �v v v \ z �9q1 s00 \ i / 0 A FOR CONTINUATION A ��\ V�� lz 03/14/2022 DRAINAGE NOTES S1 D5 \ \�� vv�� v � ❑ w D1 TYPE I CATCH BASIN PER ISPWC SD-601 / �/ / / // �i� / \ \ \ ¢ _z m o X 7 a Z F D2 NOT USED / / D3 SEEPAGE BED F PER ACHD BMP-20 / / SEE SHEET C-210/ / / __- T,oao / \ \\ \ >w U w w / / �/ / —L \ \\ \ V o0wm� a DIMENSIONS: 10'x24'x4.5' DEEP I / �/ / _ _ / \\ �\ \ >o STORAGE VOLUME= 575 CF WATER I /' / �'/ // ` �\ \ °N�m SEE SHEETC-210 mSZo� ZN w MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR "~-a20ma 3 � Z TOP OF BED: 2573.00 mz�❑m w-f o BOTTOM OF BED: 2568.50 2585 2585 LLJw� > > z BOTTOM OF SAND: 2567.00 t o o o N w o D4 1000 GAL. SAND AND GREASE TRAP F PER ROASUBGRADE w S Z a ROADWAY wwo°OF� ISPWC SD-624. M��:a� 0 w FINISHED GRADE a"o�o INV IN: 2573.20 48" GRAVITY ® ROADWAY F w w o ❑ INV OUT: 2572.35 2580 IRRIGATION 2580 INLET BAFFLE EL. 2572.60, OUTLET BAFFLE EL. �w w m~❑ wm a 2573.10 Qwo�a D5 24 LF 18" PVC @ 0.00% (PERFORATED) ___ ___ __ _______ Tofz,, —__ } mF=zo Ds _� _ - ?575 54 LF 12" PVC © 0.50% 2575 _- -- - - --- --- �'z 47 LF 8" PVC _---12" STORM CROSSING D7 5 LF 12" PVC C�? 0.50% _ pJ� 10 LF 8" PVC LF 0 2570 32 LF 8" PVC 12 LF 8" PVC 94 LF 8" PVC 2570 5 LF 8" PVC w LLI w J_ TOP OF CASING LL 2565 STA: 20+77.00 2565 Z TOP OF CASING ELEV: 2569.83 MH 13 z STA: 20+02.00 CL Y ELEV: 2569.83 V Z ZD Z C/) Q 2560 2560 Lu Z 19+50 20+00 20+50 21+00 21+50 22+00 CIS Cr Q ¢ ::D m LL Z U — W J w u) > Z z Y m NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" Q W Q S BAFFLE SEPARATION Cn of � 0 w LLI Q w O m a [L w I w 0 m m z z w cj FILE: 10-20-143_C-202 o Z JUB PROJ.#: - - DRAWN BY: JGC w m o DESIGN BY: DSM o CHECKED BY: DSM d m ONE INCH w d 3 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY v N LAST UPDATED:4/7/2022 N SHEET NUMBER: a9 —204 SEE SHEET C-201 J■V■B , \� \\�\\ S1 Q f J-U-BENGINEERS,INC. - � TOP I � I J N co cn co �� D1 CB 20 W W4 o � STA: 13+62.88, 6.0' L W co 0 STA: 13+09.00, 25.0' L .U) CD 00 E �vO _ D 1 HORZ 0 20 40 O �A - -- - - RIM: 2572.53 CB 22 W � � 0 W5 -� �� W1 INV IN: 2568.64 12"(NE) �_ STA: 14+50.01, 25.0' L Z_ X a) D1 CB 19 \STA: 10+46.79, 6.0' L \ W4 STA: 11+52.00, 27.0' L INV OUT: 2568.54 12" S N RIM: 2572.26 +r _ No STA: 10+40.66, 9.7' L -_ �� STA: 11+52.00, 6.0' L O I N W2 INV OUT. 69.50 12 ( ( VERT 0 5 1 w - � a - STA: 13+97.00, 21.00' L 25 E) 0 Z > C/) a: cz RIM: 2575.19 -- - __--- W4 - - \ 1 I FG 2573.05 I SCALE IN FEET > 0 \,INV OUT: 2572.10 12"(SW) \ \� W6 STA: 11+81.00, 6.0' L I W O s= D5 �v v W9 �� / C\j D2 W8 a D13 o f / 105 LF 8"1 \ yy 22 LF 8" 182 LF 8" \ W9 13 3 * I L 10 b\ \- - - W W NI 34 LF 8" 91 LF 8" yy _ / \1+00 \ - \ \7 LF 8' 2+00 13+00 y W �- W H v v I_ �_ _I _ _ - - - 1 +00 PRIVATE ROAD C 15 00 u w 0 TON7S_- 0� -+ - - wwASS D9 v v W7 � z z ��-EW 3 D 10 SS SS SS o z \- D2 - STA: 1 1+59.00, 6.0' L S 1 W3 U w O 0 0 STA: 13+97.00, 6.0' L S1 Q � a U D11 - -� aLr / v vv W2 z i A 59.006.00' R _--- - 8 \ C - _-- D1 I oo STA: 1 1+ , 1 CB 21 3/ FG 2576.46 D8 STA: 13+56.88, 16.9' R 14/2022 V� V --- SDMH 2 D12 RIM: 2572.48 D 4 STA: 13+08.98, 17.0' R INV OUT: 2569.50 12"(W) - Q z Lu Lu D2 RIM: 2573.27 <ww�a m �v y \ INV IN: 2568.33 12"(N) _ 7¢z J. D6 INV IN: 2568.57 12"(E) ;w°w o m F INV OUT: 2568.23 12"(W) oT,w m a 6 m a z� z rc30mwm O W.Z?zo in SEE SHEET C-210 SEE SHEET C-213 o a=.o f w 0 W ,Oz I-- 0 w a w O�O F Ir wJ�3�� 0 xo�m U) z W. o pp/ F�ww0x3 'E IDIAN w'� R x c w3:z w m 2580 2580 '� N�o 48" RCP .p f. m=¢}w _ _ _ _ _ _ _ ■• zJp FINISHED GRADE - - SUBGRADE AT 0 AT ROADWAY ROADWAY 2575 g --- ----- 12 LF 8" PVC 2575 o __ 22 LF 8" PVC- _ -----_ 12" STORM_ ---- 60 LF -15550 94 LF 8.. PVC CROSSING ----- ----- - ------ ------ 2570 W 2570 8" PVC 73 LF 8" PVC _O 34 LF 8" PVC 91 LF 8" PVC W - z 7 LF 8" PVC _ _ _ J -32 LF 8" PVC - - _ LL ----- bo z O 88 LF 8" PVC _ m w m 2565 2565 U p Y Q m m TOP OF CASING TOP OF CASING W Z 5 STA: 10+54.00 6.0' L STA: 11+15.00, 6.0' L Lu Q 0 2560 ELEV: 2568.97 ELEV: 2568.97 - - - - 2560 Q 0 o z ZW 2555 2555 Y Y U m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 Q W p w Q m o O D4 SEEPAGE BED H PER ACHD BMP-20 D10 41 LF 12" PVC 0.50% W w WATER NOTES SANITARY SEWER NOTES DIMENSIONS: 10'x71'x4.5' DEEP Q D11 48 LF 12" PVC © 0.50% W1 2" BLOW-OFF ASSEMBLY PER COM SD-W12. S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. STORAGE VOLUME= 1,354 CIF WATER > STA: 1 1+52.00, 27.0' L MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR D12 48" CATCH MANHOLE PER ISPWC SD-61 1 0 pC TOP OF BED: 2570.50 w2 FIRE HYDRANT ASSEMBLY PER COM SD-W8. BOTTOM OF BED: 2565.00 D13 100 LF 12" PVC © 0.50% z W3 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST BLOCK DRAINAGE NOTES BOTTOM OF SAND: 2563.50 D14 22 LF 12" PVC @ 0.00% PER ISPWC SD-403. D1 TYPE I CATCH BASIN PER ISPWC SD-601 D5 1000 GAL. SAND AND GREASE TRAP G PER ISPWC w4 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST BLOCK D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-624. Z PER ISPWC SD-403. SD-627 INV IN: 2572.05 w w5 8" 45° ELBOW WITH THRUST BLOCK PER ISPWC SD-403 INV OUT:BAFFLE E 0 d J O p3 SEEPAGE BED G PER ACHD BMP-20 INLET BAFFLE EL. 2571.45, OUTLET BAFFLE EL. 2571.95 FILE: 10-20-143_c-205 5 ¢ JUB PROJ.# 10-20-143 : w6 21 LF 8" C900 WATER LINE DIMENSIONS: 10'x17'x4.5' DEEP z O ps 1000 GAL. SAND AND GREASE TRAP H PER ISPWC DRAWN BY: Jcc STORAGE VOLUME= 328 CF WATER SD-624. DESIGN By DSM m W7 22 LF 6" DI WATER LINE CHECKED BY BSM o O MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR INV IN: 2568.20 wa 15 LF 6" DI WATER LINE TOP OF BED: 2573.00 INV OUT: 2567.35 ONE E'N" BOTTOM OF BED: 2567.50 INLET BAFFLE EL. 2567.60, OUTLET BAFFLE EL. 2568.10 IN E,SCALE, E OR NE POTABLE, NON-POTABLE CROSSING. SEE SHEET C-002 NCH cA EAccowGw W9 BOTTOM OF SAND: 2566.00 WATER NOTES 2 AND 3. p7 17 LF 18" PVC © 0.00% (PERFORATED) NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" wsruPonrEB:am2o22 R 8" SS PVC WATER CROSSING WITH A 12" STEEL CASING SHEET NUMBER: 10 PER COM STANDARD DWG SW1 & SW2 71 LF 18" PVC @ 0.00% (PERFORATED) D9 7 LF 12" PVC © 0.50% C-205 a9 a o SEE SHEET -202 _I _ _ _ I I I STA: 17+10.17, 74.0' L f I I ��•�•� CB 24 MIT 7 D1 D1 STA: 16+50.00, 25.0' L S1 W16 I W1 J-U-B ENGINEERS,INC. CB 23 RIM: 2572.26 STA: 20+37.67, 50.0' L STA: 15+50.01, 25.0' L INV IN: 2569.07 12"(E) RIM: 2572.26 INV OUT: 2568.97 12"(W) I z J N INV IN: 2569.00 12"(W) D 1 I _ o INV IN: 2568.47 12"(E) rn M I L I INV OUT: 2568.37 12"(S) co W7 CB 25 D1 CB 26 O I c 'p co co STA: 19+34.99, 25.0' L L O 00 E (E) D2 STA: 17+60.00, 25.0' L RIM: 2572.34 I W O m RIM: 2572.21 INV OUT: 2569.30 12"(S) W Q c, D 10 INV OUT: 2569.62 12"(W) N W4 Z_ X N - 00� D7 STA: 18+39.48, 6.0' L W += 0 3 - ® z cn _ i c 3 D11 W16 5 LF 8" W3 W4 � � � ' D11 ti - 00 (o � a- + o ��W16 PRIVATE ROAD C W3 STA: 17+27.85, 6.0' L; \ + 217 LF 8" 18 LF 8" 41.12 LF 8" W 1 6 �' 1 W 1 6 STA: 20+04.00, 6 03 . W 16 I - o N N 15 00 v�i io W 16+00 W W 1�4W W - W �+ N 165 8" 34 LF 8" I U 17 i 00 _ - - - 183 - A- - 19�+00 - -WT - 20+00 '/ 20 0' Lu W13 sS ss Ss Ss S co W 16 SS SS ,1 SS SS W 16 S ' 10+00 / - c �SS\o ENSF��iy w W16 W5 S1 / c W6 -i= w o Z �,- _ D5 S 1 W6 �� W8 s 7+53.00, 23.0' R - _ / �' D 12 a o -- -- ---�- - - -- - ,�'�� ELEV: 2574.0 i / L �' O U --- / - -- �- _ A a- -7D 12 - Ir f ------- Q 09 qTE of D2 w `'' i D6 D2 D9 - o o �9q1 s. W3 I W2 z 0 3/14/2022 00 D3 STA: 17+27.85, R -- m D4 1�1/2 J I W 1 1 I I - STA: 20+04.00, 21.00' R� D8 STA: 17+05.00, 21.00' R \ W1 Q FG 2573.67 �pp E i o w N� �pAN FG 2573.60 W 12 Q . .� �.... w z z W,6 o / \\ Wg STA: 17+47.85, 35.0' R O ,- S 1 _ m o W1 � F �0oao d a=°mw STA: 17+07.85, 70.0' R z f W14 W W1 '16 o�w� t W STA: 17+27.85, 70.0' R STA: 20+37.67, 45.0' R '= ;� a m° m STA: 17+07.85, 75 0'I R W ,% N°0 .w �/ OFzo}� z<�am� W11 W3 / �0 m'z z STA: 17+27.85, 75.0' R W 10 W 15 - - \- a - - - - o a m m z o U) ozw- o� > z =moo w p SEE SHEET C-202 y LL o z- � F- ''o° Ir 2585 2585 �J=��S 0 <0'o 0 w°� 2580 2580 �Im�Q Q w°t n Y =K z W Co m_=zo o f n Q f n Z FINISHED GRADE AT ROADWAY SUBGRADE AT - 12" STORM 0 2575 ROADWAY CROSSING 12 LF 8" PVC 2575 STORM PIPE CROSSING ------ ------------ ------- - ---- ------------ ----- ------------ 2570 ---- ----z - ------------ ------ ---- ------ ------------ fZ 217 LF 8" PVC 5 LF 8" PVC __1 12 LF 8" PVC 165 LF 8" PVC 34 LF 8" PVC 2570 J W LL z 18 LF 8" PVC Z 'z 2565 _ _ _ _ -- 25 LF 8" PVC 0.40% __ - - 2565 m 198 LF 8" PVC ® 0.40% V Q Y Z z Q 0 ZD Q `/) MH 5 _ MH 4 - - - MH 3--- W Z 0 2560 2560 Q U - W J 2555 2555 Cl) 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 z J U Q W 01 WATER NOTES 0 17 LF 2" POLY PIPE DRAINAGE NOTES D5 1000 GAL. SAND AND GREASE TRAP J PER ISPWC m Ir 0 SD-624. 14 8"x4" TEE W/ (2) GATE VALVES AND THRUST BLOCK INV IN: 2568.15 W W w1 2" BLOW-OFF ASSEMBLY PER COM SD-W12. PER ISPWC SD-403. p1 TYPE I CATCH BASIN PER ISPWC SD-601 INV OUT: 2567.30 Q w w2 FIRE HYDRANT ASSEMBLY PER COM SD-W8. 15 5 LF 8" C900 WATER LINE D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC INLET BAFFLE EL. 2567.55, OUTLET BAFFLE EL. 2568.05 w3 8"x6" TEE W/ (1) GATE VALVE AND THRUST BLOCK PER 16 POTABLE, NON-POTABLE CROSSING. SEE SHEET C-002 SD-627 D6 1000 GAL. SAND AND GREASE TRAP K PER ISPWC w p3 SEEPAGE BED J PER ACHD BMP-20 ISPWC SD-403. WATER NOTES 2 AND 3. SD-624. DIMENSIONS: 10'x99'x4.5' DEEP INV IN: 2569.05 z w4 8"x8" TEE W/ (2) GATE VALVES AND THRUST BLOCK Di 2" BLOW-OFF ASSEMBLY PER COM SD-W13. STORAGE VOLUME= 1,888 CF WATER PER ISPWC SD-403. INV OUT: 2569.20 MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR INLET BAFFLE EL. 2569.45, OUTLET BAFFLE EL. 2569.95 s w5 2" WATER METER PER C.O.M. STD DWG. W4 TOP OF BED: 2570.50 z SANITARY SEWER NOTES BOTTOM of BED: 2566.00 D7 99 LF 12" PVC 0.50% w ws 15 LF 6" DI WATER LINE BOTTOM OF SAND: 2564.50 Da 99 LF 18" PVC @ 0.00% (PERFORATED) FILE: 10-20-143_C-205 o ¢ W7 68 LF 6" DI FIRE LINE S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. D4 SEEPAGE BED K PER ACHD BMP-20 JUBPRoJ.u:i0-20-143 m D9 45 LF 18" PVC © 0.00% (PERFORATED)Z we 41 LF 8" C900 WATER LINE DIMENSIONS: 10'x45'x4.5' DRAWN BY: .,cc m o : STORAGE VOLUME= 862 CF WATER D10 110 LF 12" PVC © 0.50% DESIGN BY DSM w9 35 LF 8" C900 WATER LINE CHECKED BY: DSM MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR D11 44 LF 12" PVC @ 0.50% ONE INCH 10 48 LF 8" C900 WATER LINE BOTTOM BE BED: 2565.50 CID 5 LF 12" PVC © 0.0% HORZ 0 20 40 ,NCH SCA�aU�wGw TOP OF BED: 2570.00 ArEULLSIZE,iENoroNE LAST UPDATED:4..12022 o w11 20 LF 6" DI FIRE LINE BOTTOM OF SAND: 2564.00 R - VERT 0 5 10 SHEET NUMBER: 20 LF 4" C900 WATER LINE NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" SCALE IN FEET BAFFLE SEPARATION C-206 N � 9 a o HORZ 0 20 40 f J- J-U-B ENGINEERS,INC. VERT 0 5 10 11 SEE SHEET C 214 SCALE IN FEET U FOR CONTINUATION SEE SHEET C-203 Z J GV I7- W2 CB 2s D1 a c o co co STA: 10+80.16, 22.2' L -1 -+ ------ - w - L -- STA: 13+58.78, 44.0' L- STA: 13+74.45, 17.0' L I .� O a0 E CB 27 D1 _ ---- q Lu O c o j W2 W 1 1 W3 �I STA: 1 1+O 17.0' L NIV OUT:52571.96 12"(W) I / �I Z X aN 00 RIM: 2574.09 m W8 \ STA: 1 1+85.00, 20.50' L INV IN: 2571.09 12"(E) ------___ ----- \ W 1 4 10 LF 8" - J m (� w o cz STA: 10+74.16, 20.5' L� \ FG 2574.67 O v W4 I Z C/) INV OUT: 2570.99 12' S >> - ELEV: 2574.5� / \ 18 LF 8" �I ------ - - II w > o W5 STA: 13+69.00, 3.0' L= - --- r o w O D2 W15 of m � W7 W5 rn _ - ------ W6 �I ED cal 1000TA: 10+44.39, 3.0' L i 3 STA: 13+40.34, 3.0' L W6 �� W11 D7 D6 STA: 14+65.27, 3.0' L r� �I �� 37 LF 8" - - +00 75 LF 8r° - - - - - 29 LF 8' 12 00- W 155 LF 8" W +OOW W 14+00 96rvLF 8° STA: 15+28.1 1, 9.5' R � W 1- _+ 1 15+00 o oI jNAL EG b W4 W4 W 15 S 1 - T - - �- - - - - 64 LF g m r �I 'I O F�'�'\0 ENSF�G/,f ss s AL ss ss ss ss VATE ROAD D ss5 s W1 5 IS1 s �o w III 1 I �o -- - - -- ss W15 -- - -- _ - S1 W10 i \ -------- SSA a s o W15 03 m /i - � � - I �W13t Q� �9gTF �oPQ�4 __ ____ i I W12 f -- - -- -- - W12 ,I'm 7�r Q DE- Z 4 / D5 7 I 00 3 14 2022 Z U / / I I i W8 D2 W3 \ \ w w / D3 STA: 13+69.00, 23.00' R S1 z STA: 10+77.16, 20.5' R W2 I a z w m o +\ F- FIG 2576.29 1 w w ELEV: 2575.5 Q I / I I =7 a z° STA: 10+83.16, 22.8' R W2 I w oo w o 1 / I STA: 13+40.34, 50.0' R I I o F w m� a °pFJ- m �Ozo?a SEE SHEET C-203 z a3:of m a 3 ~aa z-w z� z rc3❑mw-f o 2585 2585 °Jw?z0 o =�°>, w o Z wz�� w w a w O co,0 r 2 0 ZOF, w?0 ❑ 2580 - _ SUBGRADE AT 2580 -o w°3 FINISHED GRADE AT ROADWAY ROADWAY w w m tz o Q w~O m y 12" STORM _ _ _ - - _ m w�z CROSSING =a> 2575 - 2575 0 w<w Z � �n o __ - _ - q ---- - -- ------ ----- ------ ------ ----- - - ------ ----- ------ ----- o O 2570 75 LF 8" PVC 155 LF 8" PVC 10 LF 8" 22 LF 8" PVC 74 LF 8" PVC 64 LF 8" PVC 2570 LLJ LL J_ 7 LL 334 LF 8" PVC CAP 0.40% _ _ Er 118 LF 8' PVC ® 0.40% 2565 73 LF 8" PVC ® 0.40% 2565 a Y _ MH 12 _ __ _MH 11 _ __ __ V z a MH 10 Q 2560 _ _ _ _ _ _ _ - - __ _ _ _ _ _ _ 2560 W Z ZD 2555 2555 Z W J 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 (/) > o WATER NOTES 26 LF 6" DI FIRE LINE D4 1000 GAL. SAND AND GREASE TRAP L PER Z J m ISPWC SD-624. Q Lu o W1 REMOVE EXISTING THRUST BLOCK AND BLOW OFF 53 LF 8" C900 WATER LINE INV IN: 2570.80 m ¢O ASSEMBLY AND CONNECT TO EXISTING 8" WATER 14 41 LF 8" C900 WATER LINE INV OUT: 2569.95 pC MAIN STUB WITH 8" GATE VALVE. CONTRACTOR INLET BAFFLE EL. 2569.20, OUTLET BAFFLE EL. �E1D1 - W w TO DIG & VERIFY SIZE, MATERIAL, AND DEPTH 15 POTABLE, NON-POTABLE CROSSING. SEE SHEET 2569.70 ',.,.,M.,.,+.�•- C-002 WATER NOTES 2 AND 3. ■ ifF ■' w OF WATERLINE PRIOR TO CONSTRUCTION. D5 69 LF 18" PVC © 0.00% (PERFORATED) ;. STA: 15+33.90, 9.5' R. SANITARY SEWER NOTES D6 174 LF 12" PVC C°? 0.50% �� ,Y' O w2 2" BLOW-OFF ASSEMBLY PER COM SD-W12. S1 SEE "OUTERBANKS SANITARY SEWER" SET OF D7 41 LF 12" PVC @ 0.50% ■ ,g w w3 FIRE HYDRANT ASSEMBLY PER COM SD-W8. PLANS. r •% w w4 8"x6" TEE W/ (1) GATE VALVE AND THRUST DRAINAGE NOTES BLOCK PER ISPWC SD-403. p1 TYPE I CATCH BASIN PER ISPWC SD-601 w W5 8%8" TEE W/ (2) GATE VALVES AND THRUST BLOCK PER ISPWC SD-403. D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO FILE: 10.20_143_c_207 g a ISPWC SD-627 JUBPROJ.#:10-20-143 Z ws 8" 11.25' ELBOW WITH THRUST BLOCK PER D3 SEEPAGE BED L PER ACHD BMP-20 DRAWN BY: JCC m o ISPWC SD-403. DESIGN BY DSM DIMENSIONS: 10'x69'x4.5' DEEP O CHECKED BY DSM W7 8" 90° ELBOW WITH THRUST BLOCK PER ISPWC STORAGE VOLUME= 1,313 CIF WATER ONE INCH SD-403. MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR ? ws 2" WATER METER PER C.O.M STD DWG. W4 ArEUSCALEAE ACCORDINGLY N TOP OF BED: 2570.50 NCH scALEAccoaowOLv LAST UPDATED:411112022 w9 18 LF 2" POLY PIPE BOTTOM OF BED: 2566.00 SHEET NUMBER: BOTTOM OF SAND: 2564.50 NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" 10 23 LF 2" POLY PIPE BAFFLE SEPARATION C-207 W11 18 LF 6" DI FIRE LINE I I I / 1-U-13 ENGINEERS,INC. W5 STA: 10+10.55, 58.0' L / Z — J rn c 0 o W7 / I w cnpDap � o WATER NOTES i w � � o sss— -- z_ x a) — o, w1 REMOVE EXISTING THRUST BLOCK, BLOW OFF I J W2 c, HORZ 0 20 40 w += c o ASSEMBLY, AND APPROXIMATELY 7-LF OF W6 STA: 10+10.54, 14.0' L S1 F I_STA: 11+99.00, 37.7' L 2> 3 V, - -__ EXISTING WATER PIPE TO ENSURE MINIMUM rn i W2 I w -- Lu o 10-FT SEPARATION TO SEWER AND CONNECT TO �' ' CB 29 D1 STA: 11+81.54, 14.0' L W1 VERT 0 5 10 w CD (D d EXISTING 8" WATER MAIN STUB. CONTRACTOR TO I STA: 10+38.00, 9.0' L 00 � 2 DIG & VERIFY SIZE, MATERIAL, AND DEPTH OF J RIM: 2574.25 /� — W3 — W9 W4 SCALE IN FEET N WATERLINE PRIOR TO CONSTRUCTION. CD INV OUT: 2571.05 12"(S) — STA: 1 1+99.00, 37.7' L. 20+50` p2 _ m w2 8" 45" ELBOW WITH THRUST BLOCK PER ISPWC w t0+0o - - L=29.98 � $$ $$ 11+00 12+ 0=50'30'51 O ONAL SD-403. \ - - D6 - T- - - T �� I R=34.00' �` FSS\�CENSf��i w3 165 LF 8" C900 WATER LINE w I W9 _ IVATE ROAD ` e ti w 0 w4 33 LF 8" C900 WATER LINE \ D2 S1 dl �,xr'� o 6 w5 2" BLOW-OFF ASSEMBLY PER COM SD-W12. — — — — — — — _ _ _ - — � ws 8"x8" CROSS W/ (3) GATE VALVES AND THRUST ,-- _ _ _ ---__ o Q� o99TF0F �oP�Q� BLOCK PER ISPWC SD-403. I D5 — = j �� 00 �� w7 44 LF 8" C900 WATER LINE I D4 D3 m Z L) 3/14/2022 w8 51 LF 8" C900 WATER LINE W8 w9 I { NQ � w z z POTABLE, CROSSING. SEE SHEET O CO WATER NOTE 2 AND STA: 10+10.54, 37.0' R =�m _ — _ __ — aa y;p J ji� �0� oSANITARY SEWER NOTES ozm� ZoZ m CLma S1 SEE "OUTERBANKS SANITARY SEWER" SET OF I I LL1 a w J o oaNmzo 0 PLANS. I �I w DRAINAGE NOTES ! i I "goo D1 TYPE I CATCH BASIN PER ISPWC SD-601 °�� 0 =o cn ui p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO Z W o o ISPWC SD-627 ~>w=0 D3 SEEPAGE BED M PER ACHD BMP-20 2585 2585 �WW,w Jwm3>Q <wom of z M DIMENSIONS: 10'x24'x4.5' DEEP _ m[Ifw VOLUME= 451 CIFWATER mw MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR a}J'o Z�=z0 o ' �na�n TOP OF BED: 2571.00 2580 2580 0 BOTTOM OF BED: 2566.50 N BOTTOM OF SAND: 2565.00 12" STORM FINISHED GRADE AT ROADWAY SUBGRADE AT D4 1000 GAL. SAND AND GREASE TRAP M PER CROSSING ROADWAY ISPWC SD-624. 'A 2575 2575 INV IN: 2570.95 w INV OUT: 2570.10 ----- w_ ---___ INLET BAFFLE EL. 2570.35, OUTLET BAFFLE EL _ _ ____ -- -—--- z -- -- W LL 2570.85 - 11 LF 8" PVC 32 LF 8" PVC Ir D5 24 LF 18" PVC C�? 0.00% (PERFORATED) 2570 171 LF 8" PVC 2570 U o Y D6 21 LF 12" PVC C�? 0.50% _ ____ __ ____ __ ___ __ ___ __ ____ ___ __ __ __ __ _ __ _ � Z z U) Q o NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" 2565 2565 C� cr Q w BAFFLE SEPARATION _ _ _ _ Q = 157' of 8' PVC ® 0.400 A 2' of8" P C@0.40 LL � 0 a Z _ z W 2560 - MH 2 --_ MH-1- 2560 C/� Y Y Y w a J m Lu 1 2555 2555 a 10+00 10+50 1 1+00 1 1+50 12+00 12+50 LJJ w Q U > Q O Ira (L w z Y W O U m z � Z w cj FILE: 10-20-143_C-207 o Z JUB PROJ.#: - - DRAWN BY: ,IGC w m U DESIGN BY: DSM O CHECKED BY: DSM d m ONE INCH d 3 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY v N LAST UPDATED:4/11/2022 SHEET NUMBER: a � —208 a o l(JUBI W3 �� W4 0+00 �3 ZV 93 2 03 03 3+00 STA: 3+56.51, 0.00' J-U-B ENGINEERS,INC. m W90 LF 8" W I �, 257 LF 8" 7 W 03 03 03 03 �3 �3 ------- --- Z J N \ Nt 0 ;. \ X G — — — —— — — — — OD w HORZ 0 20 40 W - C �� m II — — — —— ——STA: 0+99.9 , . ��> �� Z x - DD DI LLJ 5ov 3 ZI I —_— , VERT 0 5 10 (5 � •� ai �' SCALE IN FEET Lu o mI I _ o coC + SEE BELOW MATCHLINE STA:4+00 Of O FS \OCENSF�C/� �Z 2580 2580 LLI 0 o� 6 SUBGRADE PIPE EXISTING GRADE Cfs CDR 1nx, a j PIPE .o ._ .._KK, Q� 09�TF OF 'IF Z 9qI S.N- 2575 —_ ———— — ——____ 2575 +� oz o0 3/14/2022 ----- — --- ------ ----- ----- ------ ----- ———— F 90 LF PVC ¢ Z w m o s" z_ 2570 82 LF 8" PVC- -2570 = 175 LF 8" PVC 44 LF 8" PVC cD a z �uoap ¢ a=pm~ 0ozJ> > Z F V m mamma o vi��x 2565 2565 w F,o a � z<'�amca7 a 3nmNZw Z ��omwm O oa Zo oZ=FOF w z N�l~iOZJ m O ��p=F a 2560 2560 mo ��=¢ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 =o�= cn o ZE'.S° o >w�o wm� a ae SEE SHEETC-211 N�°w m mF=zO L— ——— —— —— -- —— o Z ccn n I o I 3 I WATER NOTES + w1 2" BLOW—OFF ASSEMBLY PER COM SD—W12 + — — — — . o w2 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST ' c: BLOCK PER ISPWC SD-403 o )0 U3 �3 3 �G EG W2 EG EG W7 EG EG I C) w3 REMOVE EXISTING BLOW—OFF AND CONNECT TO Lu m w I W 53 LF 8'> b_d5+00 g7 LF s" 6+00 7+00 8+00 I w EXISTING 8" WATER LINEcr Q Q Z W M W yy yy W W 288 LF 8" w W Lu = I EG 6+21 EG EG I W T w4 SD 403BEND WITH THRUST BLOCK PER ISPWC U Y U I EG LL EG I— EG EG E� w 0 W5 ( SS gg I w5 23 LF 6" DI FIRE LINE w6 17 LF 6" DI FIRE LINE Lu p S1 Er Z w7 w POTABLE, NON—POTABLE CROSSING. SEE SHEET Q Q W1 I C-002 WATER NOTES 2 AND 3. LL Q STA: 5+72.24, 23.00' R I z z -- -- SEWER NOTES u, - - -- I iLu — — — — — _ _ _ — — _ _ s1 SEE "OUTERBANKS SANITARY SEWER" SET OF Y Y w PLANS. Z J z wLu co/y� I. cc 0 2580 2580 c W >Q EXISTING GRADE SUBGRADE ® PIPE O PIPE O 0 2575 —————— ---- - ----- —————— ———— ————— -- — 2575 w — ----- ————— Z > z w 24 LF_ " PVC 2570 53 LF 8" PVC 87 LF 8" PVC 270 LF 8" PVC z 112 LF 8" PVC ® 0.40% 2570 = w U FILE: 10-20-143_C-209 ¢ M H 1 6 JUB PROJ.#:10-20-143 z DRAWN BY: JGC ° 0 2565 2565 DESIGN BY DSM O CHECKED BY: DSM ONE INCH d ? AT FULL SIZE,IF NOT ONE w INCH SCALE ACCORDINGLY N o LAST UPDATED:4/20/2022 2560 2560 SHEET NUMBER: a 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 09 -209 m o (JUB t i J-U-B ENGINEERS,INC. U Z j N SEE SHEET C-204 lc/� p ( om — gym — - - - - - — HORZ -�——— -- ——— ——— ----�� W4 W1 � �� — � k \Vd 0 20 40 W 'Z3 of C) � o W1 W3 STA: 9+87.45, 0.00' W3 \ \ U 0 STA: 1 1+71.45, 20.00' L \ \ I A Z X � — STA: 8+60.74, 16.00' L STA: 8+87.45, 0.00'� EG 10+00 EG STA: 12+18.35, 0.00' \ VERT 0 5 10 LLJ � oN EG y1/6 W2 \ I SCALE IN FEET Z � � o W S58'1 T07.r66"E 227.25 1 1+00 STA: 12+31.87, 0.00', \ LLI EG 9+00 100 LF 8., 18W LF 8" W5 W EG W 43 LF 8" 12+00 0', \ p � d S66'54'35.70"E 100.00' EG G EG W E �� F �� A co _ �; _ �� W7 W4 SS SS ————— Vw � �� —— STA: 12+12.97, 0.00' �� Lu EG �G g SS S56'27'31"E 387.78' ' �� z Of W7 �� SS \ lY w �` Fvlk Ss��c rJSF��iti ,ASTA: 8+60.74, 0.00' SS I_ E Z S1 >0 oC) Of sT o �� Q Of �9 9TF EG 55 0 F N� � ------ � �9q1 S. \ 00 3/14/2022 00 w 2580 2580 ¢ zwm o EXISTING GRADE c7az�� ------ --- -- a PIPESUBGRADE ® PIPE— a'=o Zov m-a — ———— —————— ¢>m ---- > — -- ----------- — Z� � --- ------------ �mX2575 2575 ov z 0 w}� za��ma 53 LF 8" PVC 27 LF 8" PVC 100 LF 8" PVC 184 LF 8" PVC a o z w Z rc3 mw- o 43 8" pVC 17 LF 8" PVC o= °a LF 'w o 2570 LJ70 y�LLoZJ m a 87 IF 8' PVC ® 0.40% w o o) wo 337 LF 8" PVC �_-_ v� _So 0.40� EE Z o ° o MH 14 a�w°3 2565 2565 3:o a a w O Y =�zwv m =z O O u ¢u O Z 2560 2560 m 0 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+25 0 N U v w CC H Lu WATER NOTES w Z &D 2" BLOW—OFF ASSEMBLY PER COM SD—W12 U LL w2 8"x8" TEE W/ (2) 8" GATE VALVE AND THRUST1DiwN^ BLOCK PER ISPWC SD-403 �. Cn o w3 8" 22.5' BEND WITH THRUST BLOCK PER ISPWC N■c i ' ■ C j W z SD-403 { •` :: Q D Q cc w4 8" 11.25• BEND WITH THRUST BLOCK PER ISPWC �� F Z U LL Q Z SD-403 Z ■ � .. % zw w w5 16 LF 6" DI FIRE LINE Z w6 20 LF 6" DI FIRE LINE Y Y LLJ m W7 8"x6" TEE W/ (1) 8" GATE VALVE, (1) 6" GATE J o VALVE, AND THRUST BLOCK PER ISPWC SD-403 m LJJ w SEWER NOTES u; Q S1 SEE "OUTERBANKS SANITARY SEWER" SET OF o PLANS. O a I w Y W O w z � Z s w o' U FILE: 10-20-143_C-200 o z JUB PROJ.#: - - DRAWN BY: JGC w m o DESIGN BY: DSM . 0 CHECKED BY: DSM d m ONE E INCH d 3 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY N LAST UPDATED:4/20/2022 SHEET NUMBER: a � 09 -210 a o SEE BELOW I MATC LI S A. 3+50 CJUB� - - - - �, � HORZ 0 20 40 J-U-B ENGINEERS,INC. -- — — — — — — VERT 0 5 10 Z J N -- SCALE IN FEET co o I w - co co III O co c- -- — — — — — — — ---- I / W � �Lu � c0> STA: 0+80.19, 0.00' �l5 Z X a)0+00 EG - °Jo - E` EG Gin EG EG EG - N M80 LF 8' 1+00 M _ 221 LF 8" - - - - - -- (� LLJ 3 —�►- ---- 2+00 - M - +�Q U --- -- J_ w-I' EG EG EG Lu z W6 EG EG W7 m c a- to I STA: 0+00.00, 0.00' W2 STA: 3+01.41, 0.00' p N Lu w l STA: 0+80.19, 44.50' R V) - - 2580 2580 \ONAL F \CENSFNC/Q EXISTING GRADE - - C O ® PIPE >— 2575 SUBGRADE C� PIPE _ - - 2575 0 U 6 Q O9�rF OF --------- - � 9'9gl S. _ _ _ _ ------ �z -- --- - z --- -- -- -- - - 00 z 3/14/2022 2570 228 LF 8" PVC 73 LF 8" PVC 41 LF 8" PVC 2570 w o F Z Fw ¢ =w w o <Z 2 p ¢ WATER NOTES 2565 2565 a=zmw 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 °0 m U p F�� } w1 2" BLOW-OFF ASSEMBLY PER COM SD-W13 o N X �¢ rmo �crt�w w2 REMOVE EXISTING BLOW-OFF ASSEMBLY AND y za§rt=Z°'J m¢ 3n�' CONNECT TO EXISTING 8" WATER MAIN STUB. DIG o z� zm w o AND VERIFY DEPTH AND LOCATION. SEE SHEET C-209 ¢N?Z° ul LLZw�O} > z w3 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST ,.....1 I I — — — + — — — N LL o Z BLOCK PER ISPWC SD-403 c3co W o Ir - �3�� v W4 8"x4" TEE W/ (1) 4" GATE VALVE AND THRUST __ ____ _ - -_ -- Q;o�o w BLOCK PER ISPWC SD-403 - W1 I aowo w5 of 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST STA: 2+69.02, 220.99' L 23 LF 8" w m BLOCK PER ISPWC SD-403 J ws 8" 45° BEND WITH THRUST BLOCK PER ISPWC w ��°w� SD-403 mw� w - - - - - - - - 3 �o�a° o w7 8" 90" BEND WITH THRUST BLOCK PER ISPWC 6 �.� W13 ° zi SD-403 �!T ws 4" 45° BEND WITH THRUST BLOCK PER ISPWC Ali, W1 0 a•. W6 SD-403 STA: 2+49.87, 215.13' L �y ° STA: 4+40.00, 50.00' L w w9 53 LF 8" C900 WATER LINE i / / /w w 10 75 LF 6" DI FIRE LINE W11 00 30 LF 4" C900 WATER LINE i W12 W14 W 0 80 LF 4" C900 WATER LINE / / STA: 4+35.00, 3 00' L\ w 300 ZD J Z 0 60 LF 8" DI FIRE LINE / U pp�E IDIZ IAN(� O U / w 'y 14 50 LF 8" DI FIRE LINE 15 8"x8" TEE W/ (1) 8" GATE VALVES AND THRUST / o / W15 � r � W p o BLOCK PER ISPWC SD-403 -___ cc:) _ ___ ,,,� cr W7 ,-STA: 4+40.00, 0.00' I j � YF Q w 1s 22 LF 8" DI WATER LINE EG EG EG �� Z o STA: 4+29.97, 0.00' 3 3 rJ+00 181 LF 8" MI M LL z 6+00 w � Z M J M 6+21 — W a_ W 10 W 16 00 EG EG W5 Cl) > Co STA: 6+20.96, 0.00' R 3 W m EG N w STA: 4+35.00, 0.00' rn Z Z m N W3 Q W J S STA: 4+07.97, 0.00' m Ir 0 W1 03 0 I_SEE SHEET C-209 i STA: 4+07.97, 75.00' L d 0 3 2580 2580 O Su GRADE CAD PIPE / EXISTING GRADE w _ _ _ @ PIPE J \\ w J W w i 2575 2575 s i " -------- m� o ------ — ———— ——— --- ------ -- - w U o � FILE: 10-20-143_C-200 JUB PROJ.#:10-20-143 SEEA m MATCH NEBOTA. 3+50 2570 2570 DRAWN BY: JGC 57 LF 8" PVC 22 LF 8" PVC 8" PVC DESIGN BY DSM O CHECKED BY: DSM ONE INCH d 3 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY 0 2565 2565 AST UP DATED:4120121122 3+50 4+00 4+50 5+00 5+50 6+00 6+25 SHEET NUMBER: a9 —211 a o JU C B HORZ 0 20 40 J-U-B ENGINEERS,INC. � U Z VERT 0 5 10 J " o SCALE IN FEET � p O � � o SEE SHEET C-201 SEE SHEET C-202 LU U Lu � Q STA: 0+17.00, 9.15' L I W 1 T Z_ X N - o w 1 FG W 1 2571.76 I I I C� Lu3 STA: 4+81.28, 25.00' L z .= STA: 0+05.06, 0.00'A W2 II STA: 2+14.30, 25.00' L W V m 0 n0.00' R W9 W14 dl / I� �� W1 W3 �I STA: 1+67.34, STA: 5+71.61, 0.00'0+00 I`40 LF 8" 1+00 rtG— — — —2+00 — — 3+00 — — — — — — — — — — — — — — / S 1 J TONAL F S 1 1 10 LF 8" W W W W `" W EG E04+00 EG 3 5+00 ASS\cENSF��iti 47 LF 8" 225 LF 8" W W yy W 38 LF 8" I7 C)Z 42 LF 8" M w- EG SS SS W4 STA: 2+14.30, 0.00' W3 C9 G W 1 3 EG EG EG SS S a- sT W13 `'' W11 <� O a ,P,p� Q S 1 l m Z 999gL O W7 i W8 W5 W12 W oz o0 3/14/2022 STA: 4+34.44, 46.10' R I V Q �------- ELEV: 2573.0 71 1 O I� v ---- _ �6 LI -- - - ui iSTA: W1 W10 ,- �� l Z z� STA: 1+67.36, 42.00' R � - - - ` � oQLLI FS1 II �Q. 0- - - - - lW5nW1 °� �a 1 573.0, 42.00' R I — o(D�m° ELEV: 2573.0 STA: 4+39.44, 46.03' R \ I ,6� w F wx zo}w SEE SHEETC-201 Z~oawo SEE SHEET C 202 a N J z oaNmz0 oz=�°J w Z WATER NOTES SANITARY SEWER NOTES ww2LLowm w2pxF¢ a W5 _ M°N~E� a w1 2" BLOW-OFF ASSEMBLY PER COM SD-W12. s1 SEE "OUTERBANKS SANITARY SEWER" SET OF - - Q E IDIAN�- w o w W2 FIRE HYDRANT ASSEMBLY PER COM SD-W8 PLANS. STA: 3+97.EL : 257' R a w W. ELEV: 2573.0 z o o~ � of STA: 0+17.00, 9.00' L �iF ow m W3 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST r�' ' .*' Q o N BLOCK PER ISPWC SD-403. m=Q; W4 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST °0¢o ° BLOCK PER ISPWC SD-403. w5 2" WATER METER PER C.O.M. STD DWG. W4 w6 9 LF 6" DI WATER LINE w7 42 LF 2" POLY PIPE w w8 42 LF 6" DI FIRE LINE w9 25 LF 8" C900 WATER LINE LLJ� 10 100 LF 2" POLY PIPE ZD Lu J_ U Z w11 46 LF 2" POLY PIPE LLO 46 LF 6" DI FIRE LINE IC ©j POTABLE, NON-POTABLE CROSSING. SEE SHEET W o C-002 WATER NOTES 2 AND 3. CQ cr z Q Q 14 25 LF 6" DI FIRE LINE ::Dz Z Z Lu a_ 0 CJ) > U Y Y Y Lu Z 575 2575 EXISTING GRADE Z -- -- _ __ ® PIPE _ Q L J J 0 8 LF 8 �V�--- ------ - t18GRrtD€ W r-IrE L ----- - - --- -- --- ------ ------------ ------ ------------ m Lu LLJ 0 570 2570 38 LF 8" PVC 40 LF 8" PVC 30 LF 8" PVC 40 LF g" INC 0 38 LF 8- 156 LF 8" PVC ® 0.40% a 369 LF 8" PVC 6o LF 8" PVC @ 0.40% 2565 565 4o LF 8" PVC ® 0.40% H g MH 8 z w w MH 9 50 LF 8" PVC ® 0.40% 0 m -55 w 2560 2560 <j FILE: 10-20-143_C-212 o < JUB PROJ.#:10-20-143 z DRAWN BY: JGC m o DESIGN BY: DSM o OCHECKED BY: DSM 555 2555 i ONE INCH a 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY N LAST UPDATED:4/20/2022 SHEET NUMBER: a9 —212 a o SEE SHEET C-205 - - ,- - - - - - CJ- \ 0 — \ J-U-B ENGINEERS,INC. _+_ i W 0 U vP NATE RqA C "t 0 v v o c c� 00 00 `V v HORZ 0 20 40 W Z3 O � � U rr, \ LLI 0 -6 Z X 0 Lu — �— VERT 0 5 10 3 L SCALE IN FEET Lu C: a- W3 — _ — 00 N \ STA: 0+48.80, 0.00' 0 S\ONAL FN WENS W5F �/7 Z S 1+16.00, 17.00' L `QfE.'D , a-C) cn wi W4 \ S +21.00, 10.00' L I *' o 0 3/14/2022 W2 \�i \ W 6 • A WATER NOTES W w1 2" BLOW—OFF ASSEMBLY PER COM SD—W12 \\ \\ \Fc �� \G — U j ❑ \ �� ---- ----JI Z ~w — — _ _ _ _ _ _— w2 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST `\ \ W4 �.O w o BLOCK PER ISPWC SD-403 `\\ \ \ \ STA: 1+63.59, 0.00'; EG — EG __— 0=— N o F w m w a 2+00 W '— —_3+00 321 LF 8" 4+00 —' W EG >o~ m w3 8" 45° BEND WITH THRUST BLOCK PER ISPWC \\ i \ — w w I __ —w I w W ,— z w o N m SD-403 v`��v \�, 65 LF 8" _j w ��(,o�w �A — —� EG AEG U u W'zoma w4 8"x4" TEE W/ (1) 4" GATE VALVE AND THRUST \ W5 ———® � w ---- -� moo ____ _ -- �� ® � � W �zw z \ ® —I Lu o¢NEqZO U BLOCK PER ISPWC SD-403 — W1 W�zo 0 z \� OZx�o>' W 0 w5 17 LF 4" C900 WATER LINE I I STA: 2+28.00, 17.00' R o F¢ W W6 10 LF 6" DI FIRE LINE \ I I\ \ \ I m 2 co, r \ \ \ �. I ¢(D o W Z e W.�F ❑ ~❑WOE w K W~❑ wm3: Q W O t n Y =K Z.m n W w m�xZO O0<0 O Z Lu 0 N U v w CC H U CC V~ LLI m ZD J z LL Y U O Cf m F- W w 5 Q � Q o z w w Q LJ_ z Q Z W a_ 0 u) > o 2580 2580 z J Z Q Lu o - EXISTING GRADE ® PIPE LLJ SUBGRADE @ PIPE L1J Q 2575 ------ — --- — 575 --- -- ----- m _45 LF 8„ PVC O Z 2570 s7 LF 8„ Pvc 2570 Y 47 LF 8,, pVC 65 LF 8" PVC 222 LF 8„ PVC w o m z 2565 12565 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 FILE: 10-20-143_c-213 o ¢ JUB PROJ.#:10-20-143 z DRAWN BY: JGC w m o DESIGN BY: DSM O CHECKED BY: DSM d m ONE INCH Z d 3 AT FULL SIZE,IF NOT ONE o INCH SCALE ACCORDINGLY LAST UPDATED:4/20/2022 SHEET NUMBER: a9 —213 l(JUB SEE SHEET C-206 FOR CONTINUATION 1-U-13 ENGINEERS,INC. zJ N o + c� W3 c/) co co w �— ,`` EG W2 ——\\ ECSTA: 6+31.32, 0.00 U) p 00 E W m0 z Lu I yy __5+00 -- W 82 LF W„ 6+00 W v � Q U t / HORZ 0 20 40 Z_ x 0 - o.? I- Lu L� EG — ,——EG—, EG , W .= cz N ---- — --® Z § C/) c 3 W6 VERT 0 5 10 W CD � W1 m � SCALE IN FEET 00 (.0 a- STA: 5+49.00, 17.00' R N I I � r*> O AL 0 ENSF�c/,G ------- ———————— oD CZ — ————— ———— c w0 Q:�C) o a-� �9�rF �Q� m C Q ,9 OF I.— Z 9ql S 00 3/14/2022 W5 STA: 7+35.00, 80.00' R 1 I ELEV: 2575.50 0 Y w z Fz =wwU� 0 WATER NOTES -- W7 2Qz~0 I � I ;wowo EG EG oFwm� a w1 2" BLOW—OFF ASSEMBLY PER COM SD—W12 _ IYF °T,z W, w2 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST w y o c 3 BLOCK PER ISPWC SD-403 EG W EG W z Q m Q 3 w3 8"x8" TEE W/ (2) 8" GATE VALVE AND THRUST 00�mz� z W8 < o m w o BLOCK PER ISPWC SD-403 I °gN�Z0 u W4 8" 90° BEND WITH THRUST BLOCK PER ISPWC j N o o SD-403 �J��a� 0 STA: 7+45.00, 100.00' R jr, x o � U) 2" WATER METER PER C.O.M. STD DWG. W4w o w17 LF 6" DI FIRE LINE i ~w�tz .o ❑ STA: 7+45.00, 0.00' of w w m 3 i W7 80 LF 2" POLY PIPE I =w o m a, w8 100 LF 6" DI FIRE LINE L _ — 1 00 I �[If J[if w x z 0 w9 2" BLOW—OFF ASSEMBLY PER COM SD—W13 — — of I o�a0 o SANITARY SEWER NOTES o �I I I S1 SEE "OUTERBANKS SANITARY SEWER" SET OF I� O PLANS. I r,, Q ci777 w chi w z Lu ~ W � o Er W4 � �Lu W ZLu z STA: 8+47.47, 0.00' /i LL Y O 0 — —+ — �E IDIAN \ \ ■wir ■ W Q 0 SS F z w / Y.vw- Q Q S1 1�•i•;err. Z / , ? LL Uj�r / ,•. z CL 0 Q Y Y Y W Z z a ZJ m /Q�y�� w J W Ir Lu II W Q 2580 2580 a EXISTING GRADE O @ PIPE SUBGRADE CAA PIPE I > 2575 ---- —————— —————— ————— —————— ------ — --- ------ — -- --- ------ ————— 2575 w s z - w FILE: 10-20-143_C-213 o < 2570 Z 102 LF 8" PVC 2570 a w 99 LF 8' PVC 82 LF 8" PVC 114 LF 8" PVC - DRAWN J.ffi:10-2o-1a3 DRAWN BY: JGC m o DESIGN BY: DSM O CHECKED BY: DSM d m ONE INC d 2565 2565 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 LAST UPDATED:4/2012022 SHEET NUMBER: a9 —214 a o LEGEND (V B I +— & HEAVY DUTY ASPHALT 0 J-U-B ENGINEERS,INC. -- i 12 13 I i FRANKLIN RD. Z _ Z J o C-403 ' C-403 _ EG 2567.28t —— ———— _ � p o w 3 / � — _— w i O OD co O of SD x 0) - Lucz oN 3 l I W o 1 5 m � a_ - r, C 401 C-401 \ N C I I I EG I 1 \ I EG soNAL 0 6 I �a C401 4 C401 /�---- /� — — C-401 -----� Q� 99 eoF \�O0 C-401 i-- — C-402 4 z 9q� S. I I I 00 3/14/2022 C-403 z 0 y I i I ROAD C — — Iu -ram ip r� I �N o z z I ae-oao ¢ Y w U w F 0- I I E: aFwm� a m I r Oz~J m EG EG m o��=o o D��w ° EG z0> a C 0 \ I 3: zw z mw p zo \ I w�o>\� > z I ozx�UJ w o rri wO��1� � rn i� \ � rc o� Lu �z Un \ �s 15 >C, a ~ E . IAN;_' w�� 0C 2 A I�—— —� I m�z�� EG — —I I�OA D I B — I — I I I �� r rr.• z � � I � I I I I i �74•. •,•. �I 10 Lu Q \ IOU o z EG EG Y cmi EG EG EG d Z CL m I C/) Q F— Lu o III CI) H w \\. w II Q Z:) Z F F LL U ZrnC-4 Z W > w I C/) > CL Q Z J CC S I� � m w Q v , U J w O o a III w O � w z P/E w /d Vd F/d Vd 'I- I t w — o — 0 sw � J N FILE: 10-20-143_C-400 o Z JUB PROJ.#:10-20-143 /r DRAWN BY: JGC m o _ P DESIGN BY: DSM O CHECKED BY: DSM iL m ONE E INCH d 3 AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY N LAST UPDATED:4/20/2022 SHEET NUMBER: a � 09 -400 a o i FG 2571.43�� FG 2570,93 FG 2570.93 ��•� 6.53% �FG 2571.43 o 5.57% J-U-B ENGINEERS,INC. FG 2571.53 -y a -FG 2571.53 FG 2577.57 FG 2577.33 FG 2573.50� FG 2572.18 FG 2572.00 b� O FG 2573.60 FG 2571.03 FG 2571.03 7.53% rn m Z N s.s1% J I FG 2572.63- cli "t 0 FG 2571.99 -FG 2572.63 Uj c co co FG 2572.69-\ --FG 2572.71 D FG 2572.13 FG 2572.77 •U C") �FG 2572.87 U) p 00 E FG 2571.69� /-FG 2571.74 FG 2571.75- FG 2571.69 IW p� Q C) b� FG 2577.07�-1.92% N b� U 1n b� FG 2576.83 rn °D Z_ X _ o.? M t0 W - C N co OR "� 0.50% cz FG 2571.19 2� FG 2571.29 O FG 2571.29 1c1.76% 0.50% FG 2572.50 >O U FG 2571.19 FG 2572.60 FG 2572.62 FG 2572.52 W > ROAD C ao N ROAD C � _ FG 2577.43 2.05% FG 2577.20 - - - - - - - O FS \0 ENSF��/,y a W 0 G FG 2572.04 0.999; FG 2572.09 0.99% m I �C) s V o FG 2572.09 FG 2572.04 a FG 2577.48 FG 2576.25 . a 9T F Q FG 2575.97 O qT �,Pp�4 13.30 3.13% ---FG 257647 Q U) 9 q�g !1�' r �FG 2577.50 tO rn 00 9 FG 2577.92 '� I o FG 2572.59 0.50% FG 2572.56 FG 2572.56 0.50% Z U 3/14/2022 FG 2572.54� �FG 2572.59 J `�G 2572.58 2.58 1 / FG 2577.53 FG 2576.02 FG 2572.6-� 5 6 FG 2572.17o I� -FG 2572.67 I 00 0 o w G 2572.17 FG 2577.03 rn b\ FG 2575.65 z Fz 0 5.90% m 'o ui F Z w m o o q C) _2i m m l FG 2573.08 FG 2573.06 ¢Z FG 2572.72� FG 2572.22 FG 2572.72 \ J FG 2573.06� FG 2573.08 'a=o m o G 2572.22 o Z w r ' �a�ma m 0,6 3x woof W'z0 zF�am� 3N�'z� z rc3wmw-f O RAMP DETAIL 2 O RAMP DETAIL 3 RAMP DETAIL o JN�zo N Z z w'O� > SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �0� 0� w� � W w_ � F a w0� r� � �J�3�� U =ohm U) z o W.z'T 0of pp/R of F�w m�z w E IDIAN w of w r w rc J W F W Q W O to m it=K�wC TT W .}�. 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J-U-B ENGINEERS,INC. U CONCRETE CURB AND GUTTER *VARIES* *VARIES* z J N 5' *VARIES* I 17-FT TO 25-FT 17-FT TO 25-FT I PER ACHD SUPPLEMENT TO 't O 37 ryp I ISPWC SD-701 TYP. Tle O co m 180' LL i C� OO co 0 2% MAX �_2% 2% 2% MAX 3/8" PERFORATIONS IN VALLEYS OF W U Q CORRUGATED PIPE. 5 EA. Z x cu — /,_ /,, /ice/ice w � N z � W � � �•1 �yP :" CONCRETE SIDEWALK 37 Iyp W C:) N CONCRETE SIDEWALK PER ACHD //�� V�� MIXAPG. 58-28-3 1/2' SUPPLEMENT EME TPER CITO N SUPPLEMENT TO ISPWC SD-709 95% COMPACTED SUBGRADE------- 6" OF 3/4" CRUSHED GRAVEL ISPWC SD-709 TYP. TYP' PER ASTM D698 18" OF 6" MINUS PIT RUN PERFORATION SCHEDULE 0-LSCALE PICAL ROADWAY SECTION O_L8" NOTE: APPLIES TO ROADS A, B, D SCALE: N.T.S. � .T.S. 1. FS- nNAL \oNAL I NSLJ FN��y LEI Z 0 Of0 6 VARIES - SEE PLANS a-Of O�Tgr �p�otti 5, SEEPAGE BED NOTES: Q� 999g1OF 1. REFER TO ACHD BMP-20 FOR SEEPAGE BED DETAILS AND U o SPECIFICATIONS. Z U 3/14/ 2022 NOTE:SEE PLANS FOR EXACT LOCATIONS WELL"A" 2. ACHD REQUIRES ELECTRONIC MARKERS AT ALL CORNERS OF OF WELLS, THIS DETAIL ONLY z UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR TO SHOWS THEM FOR REFERENCE. 12" MIN. g m F w COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF z z WELL 'A' MAY BE LOCATED ON a a w o EITHER END OF SEEPAGE BED. w MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. w w m O n MARKERS ARE SUPPLIED BY ACHD AT A COST OF $20.00 PER 2 a z I MARKER. FEE SHALL BE PAID PRIOR TO RECORDING FINAL >w°w° CL n PLAT. oT,wm' > 4. CONTRACTOR SHALL PERFORM PERCOLATION TESTING AT a m a C0 INSTALL SOLID CAP AT END PROPOSED UNDERGROUND INFILTRATION SYSTEM LOCATIONS °m 3: w OF PERFORATED PIPE PRIOR TO START OF CONSTRUCTION. NOTIFY ACHD INSPECTOR w z 0} SAND AND GRESE TRAP 48 HOURS PRIOR TO TESTING. Z F a i m w PER ISPWC SD-624. a m z z MAY BE REPLACED WITH x 5. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF o a-m w o ° OBSERVATION WELL CATCH MANHOLE (ISPWC z z PER ACHD GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE w o> > zz SD-611) IF 100-YR WRAP TOP AND SIDES OF 3 18" PERFORATED PVC g w o z F O� w TRENCH WITH GEOTEX 401 OR c-sao (PERFORATIONS IN TOP w � SUPPLEMENT TO BOTTOM DESIGN ELEVATION FOR ANY UNDERGROUND w z d w FLOW RATE IS LESS z IL n~ ISPWC SD-627 `�2E LL°w m a THAN 0.5 CFS SIMILAR PER ACHD BMP-20 HALF OF PIPE) f a a INFILTRATION SYSTEM FACILITY AND/OR IF IT IS HIGHER THAN 'w 0° R: N o ANTICIPATED. ° o w o� o 6. MAXIMUM DESIGN INFILTRATION RATE OF 1 IN/HR PER THE Z w NATIVE BACKFILL GEOTECHNICAL EVALUATION DATED 3 NOVEMBER 2021 w w 0 0 PREPARED BY GEOTEK, INC. w m 3 z SOLID WALL PVC PIPE - - - - - - - - - - - - - - - -` - _ _ _ _ w - - ---- - 7. GROUNDWATER ELEVATIONS AS NOTED IN KEYED NOTES PER i w a z GROUNDWATER MONITORING REPORTS 15 JULY 2020 PREPARED r� o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - z mw< w =a» a I I BY ALLWEST TESTING ENGINEERING, INC. =z° o �0 am Z - - - - - - - - - } a w 8. FOR UNDERGROUND INFILTRATION SYSTEMS IN THE ACHD _5' MIN _ - _ _ — - - _ �F_ __ _ _- RIGHT-OF-WAY, NO TREES MAY BE PLANTED WITHIN 10' OF — — — — _ — —WASHED DRAIN ROCK - — — — THE SYSTEM 5' MIN. - - - - _ - - - - - - - - - - - ° 9. FOR UNDERGROUND INFILTRATION SYSTEMS IN A COMMON LOT, NO TREES MAY BE PLANTED ABOVE THE SYSTEM _ FOOT 10. EXTERNAL OBSERVATION WELL SHALL BE LOCATED EITHER ON THE OPPOSITE SIDE OF THE STREET OR AT LEAST 50' FROM w GROUNDWATER PLATE THE UNDERGROUND INFILTRATION SYSTEM. WELL SHALL ELEVATION JEXTEND TO AN ELEVATION 3' BELOW THE BOTTOM ELEVATION W FILTER SAND IN ACCORDANCE OF THE UNDERGROUND INFILTRATION SYSTEM. WITH ISPWC SECTION 801 OR ASTM C-33, WHICHEVER IS 12. WOVEN FILTER FABRIC SHALL BE GEOTEX 401 OR OTHER MORE STRINGENT MEETING STANDARDS IN ACHD SECTION 8202.23, BMP-20. EXTERNAL OBSERVATION WELL U Y PER ACHD SUPPLEMENT TO m ISPWC SD-627. SEE NOTE 10 `^ s 0_�EEPAGE BED SECTION j W SCALE: N.T.S. Er < J a LL z W Lu 0 c/) > Q Y Y Y Z z a J m Q w/y� w I.o 0' P/E 34-FT PUBLIC ACCESS P/E FUTURE ROADWAY FUTURE 48"0 RCP cr AND UTILITY EASEMENT SUBGRADE GRAVITY IRRIGATION W CONCRETE CURB AND GUTTER 2 MIN. ° *VARIES* *VARIES* PER ACHD SUPPLEMENT TO w I ROAD C: 17-FT TO 25-FT ROAD C: 17-FT TO 25-FT I ISPWC SD-701 TYP. REVERSE �e a 3. 5' *VARIES* ROAD E: 8-FT ROAD E: 8-FT �'. 7 ryp SLOPE GUTTER THIS SIDE ONLY. 58° z 2% MAX w 2% MAX 2% w f-2% / �/ �/ �/ /i _o P CONCRETE SIDEWALK 37 >)A \ 3' 3" ASPHALT, SP PER ACHD TOP OF CASING PIPE FILE. 10 20 143 c so0 A -3, 1/2" SUPPLEMENT TO MIN o JUB PROJ# 10 20 143 // � . �/��/ MIX PG. 58-28 ISPWC SD-709 TYP. --------------�--- z CONCRETE SIDEWALK PER ACHD ��, A� DRAWN BY: JGc m SUPPLEMENT TO ISPWC SD-709 6" OF 3/4" CRUSHED GRAVEL TYP. ----------------- DESIGN BY: DSM ° 95% COMPACTED SUBGRADE cRECKEDBv: DSM a m PER ASTM D698 18" OF 6" MINUS PIT RUN ONE 4 SUPERELEVATED ROADWAY SECTION D P( - -IPE CR I OSSING DETAIL N FUSCARE,IE OR ONE v � NCH SCALE ACCORDINGLY R SCALE: N.T.S. NOTE: APPLIES TO ROADS C, E SCALE: N.T.S. LAST uPDnrED:3i9i2ozz SHEET NUMBER: a9 —500 a o