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Home My WebLink AboutConstruction Drawings V1OUTER BANKS INFRASTRUCTURE LEGEND EXISTING PROPOSED — — SECTION LINE BOUNDARY LINE P/E PERMANENT EASEMENT s SANITARY SEWER LINE ss w WATER LINE w IRR GRAVITY IRRIGATION PIPE M — — — PiRR PRESSURE IRRIGATION LINE wet — — SD STORM DRAIN LINE so — CENTERLINE — — PUBLIC RIGHT OF WAY LINE — — — — — — P/L LOT LINE 6" VERTICAL CURB AND GUTTER 6" VERTICAL CURB (NO GUTTER) ROLLED CURB & GUTTER 5' SIDEWALK �s SEWER MANHOLE Qs @° STORM DRAIN MANHOLE Q GRAVITY IRRIGATION MANHOLE DITCH FLOW LINE PRESSURE IRRIGATION SERVICE STREET LIGHT �y FIRE HYDRANT Y Ec EDGE OF GRAVEL - - - - EF EDGE OF PAVEMENT OHP OVERHEAD POWER ow x FENCE LINE ----- ---x- STREET SIGN -r SINGLE WATER SERVICE DOUBLE WATER SERVICE WATER VALVE ►� Q CONCRETE SIDEWALK Q Q ASPHALT ROADWAY Q ABBREVIATIONS CB CATCH BASIN CL CENTER LINE EG EXISTING GROUND FG FINISH GRADE FL FLOWLINE GB GRADE BREAK GWE GROUND WATER ELEVATION ISPWC IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE PIRR PRESSURIZED IRRIGATION PT POINT OF TANGENCY RC TOP BACK OF RIBBON CURB RDCO ROOF DRAIN CLEAN OUT SD STORM DRAIN SS SANITARY SEWER SW SIDEWALK SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE TBC TOP BACK OF CURB W WATER BASIS OF COORDINATES AND ELEVATIONS: Ada County GIs coordinate system, Modified ID West Transverse Mercator Projection Origin Latitude: 41' 40' 0.0000" N Origin Longitude:115' 45' 0.0000" W False Northing: 0.0 False Easting: 2625138.996 Scale Factor (Trimble): 1.00011328 Units: US Survey Feet Horizontal Datum: NAD83(CORS) Vertical Datum: NAVD88/Geoid09 Horizontal & Vertical coordinates are based on IDTD CORS epoch 2010 (PID:AJ3346) IN: 43 39 10.57435 N W: 116 17 00.21332 W Ht: 2589.152 FT IN: 724442.040 E: 2483948.712 El: 2644.90 FT CIVIL ENGINEER: DEVELOPER: DARRAL S. MOORE, P.E. J—U—B ENGINEERS 3611 S ZINTEL WAY KENNEWICK, WA 99337 509-783-2144 DMOOREOJUB.COM ELK VENTURES, LLC ERIK PILEGAARD 10981 OLANA DRIVE TRUCKEE, CA 96161 916-425-5858 SEWER & WATER: ROADWAYS: CITY OF MERIDIAN ADA COUNTY HIGHWAY DISTRICT 33 E. BROADWAY AVENUE 3775 ADAMS STREET MERIDIAN, ID. 83642 GARDEN CITY, ID. 83714 208-887-2211 208-387-6100 LAND SURVERYOR: POWER: GREGORY G. CARTER, P.L.S. IDAHO POWER IDAHO SURVEY GROUP, LLC JESS POWELL 9955 E. EMERALD ST. 1221 W. IDAHO STREET BOISE, ID 83704 BOISE, ID. 83702 208-846-8570 208-368-2323 PRESSURE IRRIGATION: OUTER BANKS WATER ASSOCIATION IRRIGATION DISTRICT NAMPA & MERIDIAN IRRIGATION DISTRICT 1503 FIRST ST. SOUTH NAMPA, ID. 83651 208-466-0663 The Engineer of Record certifies that the plans are prepared in substantial conformance with the ACHD policy and standards in effect at the time of preparation. The Engineer acknowledges that ACHD assumes no liability for errors or deficiencies in the design. all variances from ACHD policy shall be approved in writing. The following variances, listed by date and short description, were approved for this project: none MERIDIAN, IDAHO 0 500 1,000 la ° Of W SCALE IN FEET zl wI N 1 FRANKLIN ROAD 0 PROJECT LOCATION �p PROJECT NUMBER: 10-20-143 J-U-6 ENGINEERS, INC. 2760 W. Excursion Lane, Suite 400, Meridian, ID 83642 p 208 376 7330 w www.jub.com THE GATEWAY LANGDON MAPPING OTHER J-U-B COMPANIES ®I GROUP '•' INC. REUSE OF DOCUMENTS Sheet List Table Sheet Number Sheet Title C-001 COVER SHEET C-002 GENERAL NOTES C-010 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C-012 GEOMETRIC CONTROL PLAN C-013 UTILITY EASEMENT PLAN C-100 OVERALL ROADWAY SHEET INDEX C-101 PRIVATE ROAD A GRADING PLAN AND PROFILE C-102 PRIVATE ROAD B GRADING PLAN AND PROFILE C-103 PRIVATE ROAD B GRADING PLAN AND PROFILE C-104 PRIVATE ROAD B GRADING PLAN AND PROFILE C-105 PRIVATE ROAD C GRADING PLAN AND PROFILE C-106 PRIVATE ROAD C GRADING PLAN AND PROFILE C-107 PRIVATE ROAD D GRADING PLAN AND PROFILE C-108 PRIVATE ROAD E GRADING PLAN AND PROFILE C-109 PRIVATE ROAD D AND 10 MILE INTERSECTION DETAIL C-200 OVERALL UTILITY PLAN C-201 PRIVATE ROAD A UTILITY PLAN AND PROFILE C-202 PRIVATE ROAD B UTILITY PLAN AND PROFILE C-203 PRIVATE ROAD B UTILITY PLAN AND PROFILE C-204 PRIVATE ROAD B UTILITY PLAN AND PROFILE C-205 PRIVATE ROAD C UTILITY PLAN AND PROFILE C-206 PRIVATE ROAD C UTILITY PLAN AND PROFILE C-207 PRIVATE ROAD D UTILITY PLAN AND PROFILE C-208 PRIVATE ROAD E UTILITY PLAN AND PROFILE C-209 WATER LINE A PLAN AND PROFILE C-210 WATER LINE B PLAN AND PROFILE C-211 WATER LINE B PLAN AND PROFILE C-212 WATER LINE C PLAN AND PROFILE C-213 WATER LINE D PLAN AND PROFILE C-214 WATER LINE D PLAN AND PROFILE C-400 ADA RAMP VICINITY MAP C-401 RAMP DETAILS C-402 RAMP DETAILS C-403 RAMP DETAILS C-500 DETAILS NOTE: FOR INFORMATION REGARDING FRANKLIN ROAD AND TEN MILE ROAD, SEE OUTER BANKS OFFSITE IMPROVEMENTS PLANS. J-U-B grants to CLIENT a nonexclusive, non -transferable license to use the Drawings, Specifications and/or Contract Documents (Documents) as follows: CLIENT may make and retain copies of the Documents for reference, but J-U-B shall retain all common law, statutory and other reserved rights, including the copyright thereto, and the same shall not be reused on this Project or any other Project without J-U-B's prior written consent. Distribution of Documents to meet regulatory or permitting requirements, or for similar purposes, in connection with the Project, including but not limited to distribution to contractors or subcontractors for the performance of their work, is not to be construed as publication adversely affecting the reserved rights of J-U-B. The Documents are not intended for use in creating dtm for grading or earthwork, survey staking layout (unless specifically identified as such in the documents), or property boundary layouts. Any reuse without written consent by J-U-B, or without verification or adoption by J-U-B for the specific purpose intended by the reuse, will be at CLIENT's sole risk and without liability or legal exposure to J-U-B. The CLIENT shall release, defend, indemnify, and hold J-U-B harmless from any claims, damages, actions or causes of action, losses, and expenses, including reasonable attorneys' and expert fees, arising out of or resulting from such reuse. If the Documents are provided in electronic format, the electronic documents are subject to the provisions of J-U-B's "electronic document/data limited license" found at edocs.jub.com. (JUS J-U-B ENGINEERS, INC. Z J N 0O C9 O 00 CM LLj i O cfl O Lu U p M z LLJ 2 00.= �� 3 LZLJ o� m � N 3 /2022 m Z w Z Q Z m F p _ U 7 NZ- EEao a=°m~CL OHW�� U Z F J U } m mamma O u x ��m,w Z 0 } z< of o ga3mw� 0 o<NDZO W LL r O Z 2 H °U C W �0z- w�ow v, LLm a= F_ a Wo°xG¢ ¢ �� _�� U) o� Z�= Fwof°x3 -z wwaf Jwm a W 0 m Y of Z7 to m m J w = of W 00=a} �owa°(0 g W IZ ZD U IZ C/) I— W C Q � IZ � IL z zLU �Xf Y zJ C0 W IZ W O • • FILE : 10-20-143_C-007 e JUB PROJ.#:10-20-143 DRAWN BY: JGC DESIGN BY: DSM '--_- CHECKED BY: DSM Know whars %IOW. ol. NEINCR I- W W 2 U) ❑c W O U Call before you dig. AT FULL SIZE, IF NOT INCH. SCALE ACCOR LAST UPDATED: 4/20/2022 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE SHEET NUMBER: YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER C-00 1 UTILITIES GENERAL 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS. 2. THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF MERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR READILY ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION (AVAILABLE ON THE WEBSITE). FAILURE TO HAVE ACCESS TO A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON SITE COULD BE GROUNDS FOR A STOP WORK ORDER UNTIL THE SITUATION IS RESOLVED. 3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN ON SITE AT ALL TIMES. 4. ALL CONTRACTORS, SUBCONTRACTORS, AND UTILITY CONTRACTORS SHALL ATTEND A PRE -CONSTRUCTION CONFERENCE PRIOR TO START OF WORK. 5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY FOUR (24) HOUR PRIOR NOTICE. 6. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO THE REQUIRED TESTING. THE 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 AGENCIES. AT THE REQUEST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE SPECIFICATION REQUIREMENTS SET FORTH IN GENERAL CONSTRUCTION NOTE NO. 1. 8. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. 9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL WATER AND SEWER CONSTRUCTION SHALL BE BY THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQ/QLPE APPROVED CONSTRUCTION PLANS. 10. ANY DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS MUST HAVE THE APPLICABLE AGENCY APPROVAL IN WRITING PRIOR TO CONSTRUCTION. 11. PRIOR TO BEGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM THE BUILDING DIVISION OF THE MERIDIAN PUBLIC WORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN WRITING FROM THE CITY ENGINEER. 12. SEE FINAL PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS. CERTAIN EASEMENTS ARE RECORDED BY SEPARATE DOCUMENT. 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 14. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 15. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET FORTH HEREIN, WHICHEVER IS MORE RESTRICTIVE. 16. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE/SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS/HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 17. ALL UTILITY TRENCH BACKFILL SHALL OBTAIN A MINIMUM RELATIVE COMPACTION OF 95% PER ISPWC/ACHD POLICY. SEWER, CITY OF MERIDIAN 1. CONSTRUCTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE WASTEWATER RULES (IDAPA 58.01.16) AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC 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 SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). 4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER WATER CLASS PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E., SEEPAGE BEDS, DRAINAGE SWALES). WATER, CITY OF MERIDIAN 1. CONSTRUCTION OF THE WATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08)" AS WELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRUCTION NOTE NO. 1. 2 3 4. 5. 6. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON -POTABLE WATER MAINS (SANITARY SEWER, STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). THE HORIZONTAL SEPARATION OF NON -POTABLE SERVICES AND POTABLE WATER SERVICES OR POTABLE WATER MAINS SHALL BE A MINIMUM OF SIX (6) FEET. WHERE IT IS NECESSARY FOR A POTABLE WATER MAIN AND NON -POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA 58.01.16). PLACE WATER SERVICE LINES IN A TWO (2) INCH DIAMETER PIPE SLEEVE WHEREVER THE SERVICE LINE CROSSES A STORM WATER TREATMENT FACILITY (I.E. SEEPAGE BEDS, DRAINAGE SWALES). THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTINUOUS WATER SERVICE TO ALL EXISTING WATER USERS AFFECTED BY CONSTRUCTION. IF WATER SERVICE MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PUBLIC WORKS INSPECTOR. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL AREAS COVER SHALL BE 4 FEET. PRESSURIZED IRRIGATION, CITY OF MERIDIAN 1. THE PRESSURIZED IRRIGATION SYSTEM MUST BE BUILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN WHICH IT IS BEING CONSTRUCTED. 2. INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER IN ANY CONNECTION BETWEEN THE POTABLE WATER SYSTEM AND THE PRESSURE IRRIGATION SYSTEM. THE DEVICE MUST BE APPROVED BY THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF MERIDIAN WATER DEPARTMENT. 3. PRESSURE IRRIGATION VALVES SHALL NOT BE PLACED IN CURBING, VALLEY GUTTER, OR SIDEWALKS. 4. THE PRESSURE IRRIGATION SYSTEM IS OWNED BY BICENTENNIAL FARMS SUBDIVISION HOMEOWNER'S ASSOCIATION. 5. BACKUP IRRIGATION WATER PROVIDED BY CITY OF MERIDIAN. THE IRRIGABLE ACREAGE FOR THIS PHASE IS 4.61 AC. ROADWAY, ACHD 1. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE CURRENT EDITION OF THE ISPWC THE ACHD SUPPLEMENTAL SPECIFICATIONS. NO EXCEPTIONS TO DISTRICT POLICY, STANDARDS, AND THE ISPWC WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL COMPENSATION. 3. INSPECTION OF WORK WITHIN THE RIGHT-OF-WAYS SHALL BE BY THE ADA COUNTY HIGHWAY DISTRICT (ACHD) AND MUST BE SCHEDULED A MINIMUM OF 24-HOURS IN ADVANCE. CONTACT ACHD INSPECTION SERVICES AT 387-6284. FOR PRIVATE ROADWAYS CONTACT THE OWNER'S ENGINEER. 4. ALL TOPS OF VALVE BOXES AND SEWER MANHOLES SHALL BE SET FLUSH WITH THE SLOPE OF THE FINISHED STREET GRADES. THE ROADWAY CONTRACTOR SHALL INSTALL AND ADJUST ALL SPACERS, GRADE RINGS, MANHOLE RINGS AND LIDS. 5. EXISTING A.C. PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE PARALLEL OR PERPENDICULAR TO THE STREET CENTERLINE AND THE EXPOSED EDGE SHALL BE TACKED WITH EMULSION PRIOR TO PAVING. 6. ALL COSTS OF RETESTING FOR PREVIOUSLY FAILED TESTS SHALL BE BACK CHARGED TO THE CONTRACTOR BY THE OWNER. 7. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK SHALL BE TO THE CONTRACTORS ACCOUNT. FAILURE TO CORRECT SUCH WORK WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION. 8. ALL WATER VALVES, BLOWOFFS AND MANHOLES WILL BE PLACES SO AS NOT TO CONFLICT WITH ANY CONCRETE CURB, GUTTER, VALLEY GUTTER AND SIDEWALK IMPROVEMENTS. 9. ALL WATER METERS AND FIRE HYDRANTS ARE TO BE LOCATED OUT OF THE ROAD RIGHT-OF-WAY. THERE MUST BE AT LEAST A ONE (1) FOOT SEPARATION BETWEEN BACK OF SIDEWALK (OR CURB IF NO SIDEWALK) AND THE LEADING EDGE OF ANY FIRE HYDRANT. 10. OVER EXCAVATION AND ADDITIONAL GRANULAR BACKFILL MAY BE REQUIRED IN HIGH GROUNDWATER AREAS WHICH ARE TO BE DETERMINED BY THE FIELD INSPECTOR. 11. ALL MATERIAL PLACED AS FILL OR BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH SECTION 306 OF THE CURRENT EDITION OF ISPWC. 12. ROADWAY CONSTRUCTION WILL MEET SPECIFIC DETAILS AND REQUIREMENTS OF THE FOLLOWING IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION STANDARD DRAWINGS: (CURRENT EDITION) A. RESIDENTIAL STREET SECTION, ACHD SUPPLEMENT TO ISPWC SD-801, AND SECTIONS AS SHOWN ON ROADWAY DETAIL SHEET. B. STANDARD 6" VERTICAL CURB (NO GUTTER), ISPWC SD-701A. C. ROLLED CURB AND GUTTER, ACHD SUPPLEMENT TO ISPWC SD-702. D. 4.0' CONCRETE VALLEY GUTTER, ACHD SUPPLEMENT TO ISPWC SD-708. E. SIDEWALKS, ACHD SUPPLEMENT TO ISPWC SD-709. F. PEDESTRIAN RAMPS ISPWC SD-712A AND SD-712H. G. STANDARD TYPE IV DROP INLET, ACHD SUPPLEMENT TO ISPWC SD- 604A. H. STANDARD CATCH MANHOLE, ISPWC SD-611. 13. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR FUTURE RIGHT-OF-WAYS SHALL BE RE -EXCAVATED TO NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. CONTRACTOR TO PROVIDE SOIL DATA AND A COPY OF THE COMPACTION TESTS TO VERIFY NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC SPECIFICATIONS (95% COMPACTION OF LABORATORY STANDARDS). 14. SANITARY SEWER AND STORM DRAIN MANHOLES, CONES AND STRUCTURES SHALL BE SET TO SPECIFIED ELEVATION BY THEIR RESPECTIVE CONTRACTORS. ALL REMAINING MANHOLE MATERIALS, EXCEPT CONCRETE COLLARS, NECESSARY TO CONSTRUCT MANHOLE TO FINISHED GRADE IN PAVEMENT AREAS SHALL BE FURNISHED BY THE PIPE CONTRACTORS FOR PLACEMENT AT FINISHED GRADE BY STREET PAVING CONTRACTOR. FOR MANHOLES NOT WITHIN PAVEMENT AREAS, THE MANHOLE RINGS SHALL BE SET TO FINISHED GRADE BY THEIR RESPECTIVE CONTRACTORS. ALL MATERIALS FOR CONCRETE COLLARS AROUND SANITARY SEWER AND STORM DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED TO FINISHED GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH ADA COUNTY HIGHWAY DISTRICT SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN DISTRICT TWENTY-FOUR (24) HOURS PRIOR TO POURING CONCRETE COLLARS. 15. ASPHALT ROADWAY REPAIRS SHALL BE PER ISPWC STANDARDS AND ACHD SUPPLEMENT SD-303. 16. ACHD INSPECTION STAFF WILL BE MORE CLOSELY MONITORING PEDESTRIAN FACILITIES FOR COMPLIANCE WITH ADA STANDARDS. AS A REMINDER, SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%: THERE ARE NO "TOLERANCES" ALLOWED. ROADWAY. CITY OF MERIDIAN 1. ALL CONTRACTORS WORKING WITHIN THE PUBLIC ROAD RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAY CONSTRUCTION PERMIT FROM ACHD OR ITD AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO ANY CONSTRUCTION. 2. ACHD OR ITD WILL INSPECT ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY TO INCLUDE UTILITY TRENCHES ABOVE THE PIPE ZONE. PAVEMENT REPAIR FROM UTILITY WORK, ACHD 1. ACTUAL FIELD CONDITIONS DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SECTION 6000 OF ACHD POLICY MANUAL. 2. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING TRENCHING OPERATIONS. 3. IF THE CUMULATIVE DAMAGED PAVEMENT EXCEEDS 50% OF THE TOTAL ROAD SURFACE THE CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. 4. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER OR EDGE OF A TRAVEL LANE. 5. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS OR TIME IS A CRITICAL FACTOR. 6. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE -APPROVED IN WRITING BY DISTRICT STAFF BEFORE CONSTRUCTION BEGINS. STORM DRAIN, ACHD 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 THE PAVEMENT AND CONCRETE IS REMOVED. 2. ALL STORM DRAIN PIPE SHALL BE OF MATERIALS SPECIFIED IN ISPWC SECTION 601, PART 2, SECTION 2.2, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS. 3. ALL SEWERS, DRAIN LINES, AND STORM DRAINS SHALL BE TESTED IN ACCORDANCE WITH ISPWC SECTION 500, PART 3, SECTION 3.4. 4. ALL CATCH BASINS SHALL HAVE A ONE -FOOT CATCH DEPTH BELOW INVERT OF OUTLET PIPE. 5. ALL CATCH BASINS AND GRATES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PER THE ACHD SUPPLEMENT 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. 6. THE PIPE CONTRACTOR SHALL MAINTAIN A 10' MINIMUM HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES, AND BETWEEN STORM DRAINS AND WATER LINES. SEE SEWER NOTE NO. 12. 7. ALL STORM DRAIN MANHOLES SHALL BE CATCH MANHOLES PER ISPWC STD. DWG NO. SD-611. 8. STORM DRAIN AND IRRIGATION STREET CROSSING SHALL UTILIZE TYPE I BEDDING MATERIAL, PLACED IN SIX (6) INCH LAYERS AS PER ISPWC TYPICAL TRENCH DETAIL, DRAWING NO. SD-301. 9. ANY PVC STORM DRAIN PIPE SHALL CONFORM TO ASTM D3034 OR ASTM F794 SPECIFICATIONS AND SHALL BE INSTALLED WATER TIGHT. 10. ALL STORM DRAINAGE APPURTENANCES SHALL BE INSPECTED BY ADA COUNTY HIGHWAY DISTRICT. CJUB J-U-B ENGINEERS, INC. U Z J N c/) p co co o W i C:) m 0 W v p �� z x a� - 0 o >W oN 3 W > o m C:) d N 3 /2022 o Z w a Zw F a 0 = w w U �00< ¢ a=Qw oo��> > Z n �a�ma m o co �: x �Qof zo, zF§amp 3 v��Y)z� z rc:omw, 3<3Zo O 2 u, 0z=�0� w z o Wo��Z� w m a w O U O MJ�� U o�p U) o Z(r0S° w°3 ww > wm3: a Q w O t n Y =ofZDm �[If -w� m mF=zO o 0 0 < 0 W cr U Caw Q � LL Z w Cif Y Y cow Ir W M 0 FILE: 10-20-143_C-002 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM 0 W I- O J Q W z W 0 AT FULL SIZE, IF NOT LAST UPDATED: 1211012021 SHEET NUMBER: C-002 I] - -- � � �---cam— � =oHP— l - Iv \ c e � —c --- —— o TFFR iR FRANKLIN RD. 5 ti - -2567- - - � , 1 o S68 M _. ,. .,. TO Ijll�ll� � vv 3 IIIIII IIJ�I I ��— � 5��vII �� 11 1 —v v 2 �� IJ 1 I TI U I 1 - I I�� vIII -2570- _ �I I I I II I I I I I I I J,� � 3 --2569------------ I le'- \ GI IIIIII - -2572- I �j V - 2569- I III II 2577-�I �6� I / �I �� L-� II— — — — —2570— — — III III �25>7 = _2577 v I jj� III \ 2571- ----2572- JJ alb --- - - v v i n - -- 2571--/�� Vv vvv� v v / 2572 - - -2571� ---------------- \y ✓ - --2572 v�V�\� I� r - -I rI �o FF 2 I � � y� \—�--�_— �--———— —may �.1(I L�\✓/ \l�tr _/ i\` —`� — II _ L--J ___ ___ J (M IIpI / \,2572- _ _ j - -2572, L 5z 74-/ \ - - - - \ _ v'- — — — vvs� vvvvvv� -/ 1 LL- -2576- - - vv r---2577---- ( / D �T 2Z7---T -- -- IlvI I i \ I —2575— - \ lI ii' ��' SI---257�-----��- v--IT 2576------ �II I 3 -- mod- 2577 1 t-�--�R� 'COB DR ' I -� TEMPORARY INLET SEDIMENT CONTROL SCALE: N.T.S. ENTRANCE NOTE LOCATION OF CONSTRUCTION / ENTRANCE TO -BE DETERMINED BY CONTRACTOR AND SHALL BE INSTALLED BEFORE START OF CONSTRUCTION. O�aO�aO a_O�a_O�a_O Sp. r 0 100 200 SCALE IN FEET v oa�o��o��ooa - aO�aO yd 1. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO NOTE #4 IN THIS PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURES SPECIFICATIONS. 2. GRAVEL SHALL BE CRUSHED BALLAST ROCK, 8" TO 12" IN DEPTH AND INSTALLED TO THE SPECIFIED DIMENSIONS AT THE ENTRANCE. 3. THE GRAVEL BALLAST ROCK SHALL BE 4" TO 8" IN DIAMETER AND PLACED ACROSS THE FULL WIDTH OF 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 BY CONTACT WITH GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER ONTO A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. TEMPORARY VEHICLE TRACKING CONTROL SCALE: N.T.S. I 0 N 0 Lo 0 II 6.00' MAX I II u D§ILT FENCE SCALE: N.T.S. II II I II u 0 N O LL Cz Ld O o� G_ O a- a— aU) O O z U JU CB J-U-B ENGINEERS, INC. Z J N O Co co W iOaO m0 O LLJ U Q Z x a) _ 0 LLJ i= c 0 3 LLJ 0 tb C:) a- Q N 3/14/2022 U o Z w a Zw W = W W U of 0O¢O m a=0m~ Uo��> KQZ Ya m tw�o m o��'X UY S'ozmm 3mz z K 3:2cq m 0 ZW ogN�O u, LLO 8= F OU J W Z W��o w m wo Cc, a Cc U =�� o Lu Lu Z��S° o w K W 0 wm Q W O t n Y =�z, �w ?�=z0 O 0 < 0 Z J tl Lu O O L ZD Z Z U 0O ZD 1-- Er Cn Z Z CIS cr � :�E ol: � Lu � Z Z zQ W OZ Y> Oz Z J crO 0o LJJ O IIr < w cr W O Q 0 LLIO 0 LLI F- FILE: 10-20-143_C-010 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM AT FULL SIZE, IF NOT ONE INCH, SCALE ACCORDINGLY LAST UPDATED: 2/4/2022 SHEET NUMBER: C-010 ROADWAY R1 PAINTED YELLOW INTERSECTION TRAFFIC SEPARATION CURB PER ISPWC SD-701 C. COORDINATE PLACEMENT OF CURB W/ACHD. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY ACHD. 11 a ' EG 0 r EG a crt'i _ —I rn IIIIIII IIIIIIII �, II IIIIIIII II \ E 0 rt mmmEG z z Fc — — Fc �✓�\ \ 3 — — —_ —_ L=28.42' A=31' 18'50" R=52.00' / N30'43'26Ir"W_ 187.50'^ __T 1 y/ - - - - - COBALT DRIVE (JUB J-U-B ENGINEERS, INC. Z — N:707177.54 J 't 0 E:2444017.73 r� (n p c m 00 c �— c— 0 80 160 W � C) " o W U t C) cy� Z_ x 0 — C,.� SCALE IN FEET C'3 >w c\ G7� 3 W> 0 m N I � Of O s\NAL kSNAL OCENSF�C/� 0 Z W 0 oC 6 II �9,9 QIr TF OF '9ql z s00 3/14/2022 z U Z I Z Z z z a z w o w � 0 L=29.98' xg ZU� c7az�� A=50`30'51 R=34.00' ° o z J � Z� } m mamma p vi��x �c7m�w za3: E�m¢ Zw Z Q rc3�mww 0 O m Z p N z oZ=FoJ Wp��Z w m O p w Q W O O F a J w c) = C) cf) Lu Z��s° o Z ae O o �wm W a Qw(D V Y L r = K Z x J m coVJ x z p 0 <. I I I O N:706000.88 E:2444006.34 Lu rr U LJJ Q � LL — LZ Y > Y co W 0 Z J CL J O H Z 0 U_ cl: W O W C5 FILE: 10-20-143_C-012 JUB PROJ. #: 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKEID BY: DSM ONE -I AT FULL SIZE, IF NOT C NCH. SCALE ACCORDI LAST UPDATED: 1/28/2022 SHEET NUMBER: C-012 (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�� Lu �_ N 0 SD m � N IIJ 1 44� I\ N ' /rN m li I n F-I II II - Of ^NAL / �� I o TFIi L FNAL 5�\ c NsIII. vp Ed 01 F��iti I\ I I z 34' C) \LV 6 sT of �O 1 09 9TF \oP Qi r� Q .9 OF Ih o0 9s. iL I Z o3/14/2022 a d S89'24'36"E N:706747.98 1 1056.5 E:2443556.45 z w z Fz Lu TMI v� =�zU? o 7 ¢ z - - - W ss _ a ¢o wR=34.00' LEGEND a ovi��x PUBLIC ACCESS AND ( N:70675 9 n °� iv W S z 0 } UTILITY EASEMENT ` ° :244307 .88 n Q 3 a< ¢ a w \ N89'24'48"W Z ¢ m �Nz� z \ N1 193.03' Q rc3Qmw� o Zw�oF > z UTILITY EASEMENT m \\ - - o O o¢ w Z o u o � _ � U J W e \\ WEG E W w 1 N�LLawm a \ W �6�~-,¢ q J _�� cn a 3 � r ¢�° o ` \ \ \�' 20' 0.......:.,............... 1 ao,Z z ��o \ � QW(D I z0xzO a f� 4LLi_ u S89'24'36"E L rn �\ �\ 34' 539.05' - _I EG _ 3 E SS N:706406.54 �I E:2443552.94 W 20' Lo a I I I20 o � �1 V z cr''i b - \ ,, Q � w CL M� ❑ EG E �\� �. Cn EG IN\ zI W z Z W - W a \ (/) > W — — � m - 20' m L u — _ - - - — — 3 W 2�- T - - - -_ -_ L=28.42' m .ten A=31'18'50" !� R=52.00' N30-43'26"W t J Q'/ // N:706000.88 a / i / ✓ / E:2444006.34 � f- N:705933.79 \ `- 1 ---------- E:2443625.81 \I' FILE: 10-20-143 C-013 R�d j Vd Vd R/d \ JUB PROJ. # : 10-20-143 t DRAWN BY: JGC o DESIGN BY: DSM COBALT DRIVE o CHECKED BY: DSM —�---------r—r—r—r—r =�— — __------_��ii ONE FINCH AT FULL SIZE, IF NOT ONE u I I T INCH SCALE ACCORDINGLY u ----- ----------I LAST UPDATED: 4/11/2022 SHEET NUMBER: 0 -013 A G - G- I \ I F A \ \OVA 7 � f VAVAVA �� — — — — — i II ' II II i n f, - `i`i4------� R-==-�--- --.. 77 - - — COBALT DRIVE�i ----- SEE PLANS FOR COBALT DR 0 80 160 SCALE IN FEET (JUB I J-U-B ENGINEERS, INC. U Z J N U7 p LU i O 0o co 0 LU v ' p Z x a) — co 21 LU i= s= c 3 Lu� Cn o m p 75 Of O NAL FS�\OCENSF�C/� � Z W 0 ofC 6 Q � U) O9 9TF OF 99g1 S F—z 0 0 . 3/14/2022 F w z �w Q m ae - O a O ¢ >— w CL OoF J? } Z� m comamma O 7m�w I,z0 zF§amp a 3�nmNZw Z rc3�mN- O oaz0 U) z o=�°� w o Z a w m F w O Oo O F =< 1, C) a m U 2�� (/7 Lu ZKv0 cl ae wm�a Q W (D V Y =mz nm (Ifm m g F = z O 0.<n Lu cr ::D x w U Q � z F- W w Q Er Cn i z Lu p Y > O zJ m "' Lu cr w � O 0 FILE: 10-20-143_C-100 JUB PROJ. #: 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM AT FULL SIZE, IF NOT ONE INCH, SCALE ACCORDINGLY LAST UPDATED: 4/20/2022 SHEET NUMBER: C-100 PC STA: 10+28.66, 56.98' L TBC 2567.53 EG 2567.10t J I I I 0 RIS R9 - - /\ Z01 Y II/ R5 Z /I LPL 1 10+00 EG 2567.61 t vv R6 R1 R I I v I � I \ I j I I R11 I I o l EG 2568.22+ I PC STA: 10+28.21, 56.95 R TBC 2568.62 2585- 2580- 2575- 2570- 2565- 2560 10+00 SEE SHEET C-105 STA: 12+14.95, 32.12' L TBC 257 2.28 - Rg 11 I I +40.07, 32.12' L I /I R7 TBC 2571,.75 w PC STA: 12+40.57, 29.00' L �'7 EG 2567.29f TBC 2572.09 PT STA: 12+14.45, 29.63' L 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 PT STA: 10+63.09, 22.50' L TBC 2572.68 ® �➢ R2 PC STA: 12+01.51, 17.66' L 1 0 -TBC 2568.44 - - TBC 2571.62 PC STA: 12+65.26, 17.50' L PC STA: 13+65.85, 25.50'71. L J - - TBC 2571.98 PI STA: 1 1 +39.51, 22.50' L _ I I _ - / TBC 2572.80 - - _ TBC 2570.10 ------ - - R5 J PT STA: 12+74.92, 25.50' L O - _ - R3 / TBC 2572.72 TA: 10+53.39, 0.00' � ,� / 2 p 10 FG 2568.20 �� /ROAD A ,' 10 _rl o R5 0• R5 ROAD C.. STA: 13+56.88 = 11 0 / ROAD A STA: 14+11.06 -00 R5 /12+OTO - S00'35'24" _ 363. 6' A - 13 - - I 14+00 FG 2572.69 �- I II �� \ R2 STA: 1 1 +43.39, 0.00' \ �O p i, FG 2570.13 -�`L ��• - N �L 12+74.92, 25.50' R - - R5 _ TBC 25772 - - - - - - - - . PC STA: 12+01.52, 17.84' R - / PT STA: 10+62.68, 22.52' R_ - - PC STA: 12+65.26, 17.50' R - - o TBC 257163 - I TBC 2568.44 I I - TBC 2572.82 -� � I - - - - - - - PT STA: 12+14.44, 29.80' R -- - - - PC STA: 13+65.85, 25.50' R PI STA: 11+39.49, 22.61' R TBC 2571.23 - PT STA: 12+51.94, 17.50' R PC STA: 13+82.06, 17.50' R TBC 2570.10 1 I I TBC 2572.68 TBC 2571.98 TBC 2572.28 STA: 12+14.44, 2571. R \ PC STA: 12+40.44, 29.00' R PT STA: 13+75.50, 17.50' R I I R2 C-500 ,TBC 257142 � I I R7 EG 2567.91 t R4 TBC I 2572.08 TBC 2572.14 I �I / I oSTA: 12+39.94, 36.06' R TBC 2572.00 I R8 � I I � � - - - - - / SEE HEET C-10 I UM C7A. 1 0 � G nn HP STA: 13+2M64 HP ELEV: 2572.722 HP ELEV: 2572.945 LOW PT STA: 13+68.44 PVI STA: 12+50.00 PVI STA: 13+30.00 LOW PT ELEV: 2571.93 PVI ELEV: 2572.60 PVI ELEV: 2573.00 PVI STA: 13+65.00 K: 27.69 K: 6.22 PVI ELEV: 2571.77 LVC: 50.00 LVC: 25.00 K:4.54 LVC: 25.00 rn o �rn o co to� (O (O � r _ - r + N . M SUBGRADE ® N NN I" I� NN I� r�N r7N 0� r- � .. oa; ROADWAY _�� w �w +)N +�N >�J r7 p co .. C) .. U U >m U_� .. Uw a_ w +N >m caw Q� FINISHED GRADE m Gig --N� N ul)cO > ® ROADWAY °�° 0.50% 3.5� m w + N W 2.00% o 7 .. � [L J w L2.317 -- - ------ -- - -- - ---- 2.00% ___-T_ ----- ------ ---- - ------ --- - - ----- - ----- - ----- 10+50 11+00 11+50 12+00 12+50 13+00 13+50 ROADWAY 14+00 -2585 -2580 -2575 -2570 -2565 2560 14+25 R1 SAWCUT EXISTING ASPHALT A MIN. OF 2' FROM EDGE OF GUTTER. REMOVE EXISTING CONCRETE CURB AND GUTTER. MATCH TO EXISTING. R2 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 R3 6" VERTICAL CURB PER ACHD SUPPLEMENT TO ISPWC SD-701A R4 EDGE OF PAVEMENT R5 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO ISPWC SD-712A WITH 400 DETECTABLE WARNINGS PER ACHD SUPPLEMENT TO ISPWC SD-712 R6 REMOVE EXISTING CONCRETE SIDEWALK TO ACCOMODATE ROADWAY IMPROVEMENTS. R7 REMOVE EXISTING CONCRETE SIDEWALK TO CLOSEST PANEL. NEW CONCRETE SIDEWALK TO MATCH TO EXISTING. R8 RETAIN AND PROTECT EXISTING CONCRETE SIDEWALK Rs REMOVE EXISTING CATCH BASIN. REPLACE W/ NEW PIPE TO MATCH EXISTING MATERIALS. R10 RETAIN AND PROTECT EXISTING ROADSIDE SWALE R11 REGRADE SWALE W/ 3:1 MAX SLOPE FROM BACKSIDE EDGE OF CURB. (.JUB I J-U-B ENGINEERS, INC. U Z J N U7 p o C0 co cn o00 ,E HORZ 0 20 40 W� O� Q c o Z x m 00= VERT 0 5 10 LJ += s= z Cn .cz ai 3 SCALE IN FEET Lu0 00 ( a_ N 3/ 44/2022 o Z L a zw a = w w U ".o¢o d a=0m~CL 30 (J? } Z �_ V mamma CO o vi��x � z 0 zF§am<' a 3nmNZw Z rc3�m"'m o oaZ0 U) oz=�°� w Z o o w � F w O O F =< w c) a Cc U 7 3: D U) o Z�0Z� '�W°3 Z ae w m � a Q W (D V Y =mz m==zo Lu J Lu LL cr 0 ZD � U z ZD Q � W Q Q Era_ L Z zw Q C/) > CC zJ Q mw Q O cr LtY u � w ::D Q 0 >_ CC FILE: 10-20-143_C-101 JUB PROJ. #: 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKEID BY: DSM ONE - AT FULL SIZE, IF NOT NCH, SCALE ACCORI LAST UPDATED: 4120/2022 SHEET NUMBER: C-101 SEE SHEET C-106 STA: 12+36.92, 33.50' L PC STA: 13+78.43, 17.50' L PC STA: 12+36.87, 29.00' L I TBC 2572.52 I TBC 2572.96 I I J TBC 2572.48 0 PT STA: 12+49.67, 17.50' L r't R3 - - - _TBC 2572.98 PT STA: 13+67.15, 17.50' L TBC 25*72.87 Cc)V o STA: 12+10.70, 33.42' L U _ TBC 2572.03- PC STA: 12+56.91, 17.50' L I ^ � 0 / - - - --- -TBC 2573.05 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 \ TBC 2571.06 TBC 2572.00 - - TBC 2572.66 0 - - - - ('JUB A 1-1.1-13 ENGINEERS, INC. (� PT STA: 14+36.43, 17.50' L ` TBC 2573.82 Z PC STA: 14+40.43, 17.50' L N o TBC 2573.90 I C/) O co co m HORZ 0 20 40 w � Q c Z x am o w PT STA: 14+50.08, 25.54' L TBC 2573 93 VERT 0 5 10 '� N � 3 d 1 PT STA: 10+69.68, 22.50 Lj --PC STA: 11+98.44, 18.55' L PT STA: 12+66.57, 25.50' L I SCALE IN FEET W > o J TBC 2569.26 -' _ TBC 2572.25 TBC 2573:07 ,I O _r_ Y R4 -- m cfl a- z R4 R1 - '��-�,ti - - - �5 w i -y ,� p R2 � � / R 1 - M 'T3. �� - � c� �O / / �� LL Il a j �� 04 p 10+00 a N 11 + Lo CD M 00 / "E3 - 13+�_ - _ - 1 +00 - 15 00 STA: 10+63.67, 0.00' R 2 S \ sue �� - -4 FG 2569.12 \ `s- A \ � ROAD B STA: 14+07.43 = w \ O \ N ROAD C STA: 18+33.48 LU w \ aca 9 \ bo STA: 11+53.67, 0.00' L� 1 �i ROAD B w 0 0 \ �� c'- R4 N A FG-2573.08 \ R 1 FG 2571.28 - _ A -R4- R4 v w \ / Q SEE OFFSITE ROADWAY w PT STA: 10+79.36, 22.50 R PC STA: 1 1 +98.44, 18.55' R _ - - - - - \\ o - - \�- ll� I IMPROVEMENT PLANS. / a TBC 2569.48 TBC 2572.25 = - - I oo o PI STA: 11+49.69, 22.50' R ' PT STA: 12+10.87, 30.01' R PT STA: 12+66.57, 25.50' R PC STA: 13+78.43, 17.50' R PT STA: 14+50.08, 25.50' R I TBC 2571.06 TBC 2571.90 - - - - TBC 2573.07 R 1 TBC 2572.96 TBC 2573.93 PT STA: 13+67.15, 17.50 R STA: 12+10.87, 31.04' R C-500 TBC 2572.87 R4 PC STA: 12+56.91, 17.50' R - - _ TBC 2571.90 PC STA: 14+40.43, 17.50' R TBC 2573.05 \ PC STA: 13+57.50, 25.50' R \I TBC 2573.90 ao I - - - R3 PT STA: 12+49.67, 17.50' R \ - - TBC 2572.66 / I 0 I � � I I TBC 2572.98 � PC STA: 12+36.93, 28.57' R PT STA: 14+36.43, 17.50' R o w TBC 257.30 TBC 2573.82 � 1 - - - STA: 12+36.93, 31.03' R o / I 1 I I /- TBC 2572.30 - - - - SEE SHEET C-106 2585 2580 2575 2570 2565 2560-�-- 10+00 i 10+50 1 1 +00 1 1 +50 12+00 WD CTA• 10i99 1 O 12+50 13+00 13+50 14+00 ROADWAY R1 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 R2 6" VERTICAL CURB PER ACHD SUPPLEMENT TO ISPWC SD-701A R3 EDGE OF PAVEMENT R4 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD SUPPLEMENT TO ISPWC SD-712 14+50 2585 2580 2575 2570 2565 ---�-2560 15+00 O oNAL Fc' \ ENSE %L Cz wo 'OF__ 6 �U O9 qTE Q cf) OF 99g1 s .moo 00 3/14/2022 moZ. w ❑ = w w U Y 0Zl- 0 a 0 aw0m� o0 > ZaEE to 0ma m 0 (- � ' x �z0 w zF�am� mz� Z rc3❑mw� 0 oz=�°� 0 w z 0 0Z� w m F w 0 0 O r w �J�� U 2❑2� W. U) ZLu L 7 F ❑w w 02 of ❑ pp/ -�'Y1 E IDIAN•- R w of ❑ c w � z w m J W w a w 0 0 toof Y � ��}.Lt• � rn � z w rt F mw� w a o rn rn 0 e# ; ri•,�. • Z w J W LL I>Y 0 ZD rr U z ZD CW Q ZD � m LL F_ Z Z LJJ Q (/) > m Y Y 0 Z J m coLJJ Q IIr O W m F w O >_ FILE: 10-20-143 C-102 JUB PROJ. # : 10-20-143 DRAWN BY: ,IGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT C INCH, SCALE ACCORDII LAST UPDATED: 4/20/2022 SHEET NUMBER: C-102 SEE SHEET C-107 PT STA: 17+78.57, 17.64' L I \_T_ PC STA: 15+84.64, 17.50' L \ � TBC 2575.29 TBC 2574.16 po I PT STA: 19+42.32, 17.50' L PCC STA: 17+20.71, 17.53' L o 'PT STA: 17+86.08, 17.50' L TBC 2575.83 PT STA: 15+77.67, 17.50' L TBC 2574.42 )pc+.i I T� 2575.38 - - - - - - TBC 2574.13 i Q� I l PC STA: 19+32.66, 25.50' L - - \ ----- -- _ TBC-2575.94 - PC STA: 15+68.01, 25.50' L PT STA: 15+94.30, 25.50' L PC STA: 17+10a7 25�0' L I PT STA: 17+95.73, 25.50'-L - - - TBC 2573.93 - TBC 2574.12 - _-- - TBC 2574.22 R2 \ TBC 2575.31 _ '\ I\ - - -�t N I p2 - -- - 'p o LnLo N ROAD B STA: 17+48.88 = R2 N i� ��' M o U 15 00 _ +00 i ROAD D STA: 1 1 +50.02 Lu w R 1 T- - - - 450' N00 �3 - 17 i 00 \ \ - FG-2574.68 - k8+0� - R 1 1 9 00 - / z J) R2 25�4 25j4 R2 �� "25j �� w w Lu ROAD /�25,15z z Q�ry Q N ROAD B - -- `�� a N\ w - - - - - - - - PC STA: 15+68.01, 25.50' R TBC 2573.93 - ---- -- L - - - PT STA: 15+94.30, 25.50 TBC 2574.22 - - J PT STA: 15+77.67, 17.50' R \ PT STA: 17+95.73, 25.50' R TBC 2574.12 A TBC 2575.31 TBC 2574.13 � I I I I I I � � � � I 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 TBC 2574.16 TBC 2574.42 o I TBC 2575.38 ± PT STA: 17+78.57, 17.68' R - - - - I - TBC 2575.29 SEE SHEET C-107 III fII 2575 P►Ai'* 0 p"Y 2560 15+00 15+50 i LOW PT STA: 18+92.50 LOW PT ELEV: 2575.34 PVI STA: 19+30.00 PVI FI FV• 9F7F Fr, K:23.22 LVC: 75.00 OM. O� o Ln Lo Off. o O.O ON 001 Or nM +N (o �.. .. Lo �� tD .. �w aw dw �w w >� aw aw a aw vm aw 0.50% 2.00% 0.93% -0.50% 0.56% M -0.50 0.50% 0.50% -0.56% - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - FINISHED GRADE AT ROADWAY SUBGRADE GRADE AT ROADWAY 16+00 16+50 17+00 17+50 ROADWAY 18+00 18+50 R1 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 R2 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD SUPPLEMENT TO ISPWC SD-712 19+00 PAOT10 PAOT-111 Qe*p `d.'�L�1 OX& 2560 19+50 CJUB J-U-B ENGINEERS, INC. U Z J N C7 p co co co 00 CO HORZ 0 20 40 W i m o W -'tp �-6 Z x a) - 0 Lu += c VERT 0 5 10 z U) 3 SCALE IN FEET § W 0 m c:) a- � N 3/14/2022 o Z L Z Zw a = W W U L 0 O¢ O m d = U m ~ 0- 00�> � > Z F n m < X 0 m o co �: . � (D of w 1,zo zF§am' 11 z < rc3_mwm O ogN�Zo u w z O O D w m w O� O F a Cc U xo� J) Lu Z Y ow O= 0 F 0 W wm�Q Q W O t n Y = N K z , 0 w mF=z0 O O0<0 Lu J Lu LL Ir 0 � p U z =D Q CW Q ZD � m LL F_ z Z LJJ Q (1) > m Y Y 0 Z J m m "-' Q o Ir W m F w � Q O >_ m FILE : 10-20-143 C-102 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 4/20/2022 SHEET NUMBER: C-103 i CJ-U-B PSTA: 21+78.84, 32.13' L \� V \ J-U-B ENGINEERS, INC. TBC 2577.81� (� z c� 0co A �A R5 vv�vv o � co HORZ 0 20 40 w = O m (° w U �m `" Z x N_ C w o PT STA: 21+06.96, 21.07' L / �� \\ \�\ VERT 0 5 10 Z Cn TBC 2577.37/ i��6 V V� SCALE IN FEET w C: R3 R -/ // .—" a PC STA: 20+72.40, 17.50' L, N�� \ \ m (.0 2 TBC 2578.55 577 p V A VV N o _ STA: 21 +29.90 _ \ \ \\ M / — R2 PC STA: 21+84.54, 22.50' R�" TBC 2576.42 O TONAL F _�_��CENSF�C/� 20 00 / / 2 V� r / A V o z w w , 74.52� 00'35'24"E / ` \ ' i \ \ >LLI 6 R1 i IF28.42' —;i% A A�\ �U 2 w \ A=31.18'50" % A \\ a- � O�q U Lu A / R=52.00 y R4 O \ \ \ Q E- 9q rF of00 — 4'3s. R 1 \\ \\ \ 3/ 14/2022 — T PC STA: 20+53.66, 17.50' R \ \ — TBC 2578.23 \ \ \ /e i i/, ii i / A \ \ i/ PT STA: 19+87.06, 17.50' R 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 TBoFww C 2577.75 L \ ma PT STA: 20+60.49, 29.17' R / A\ ° o m TBC 2577.95 0,6 0 m Q w U' K W / \ \ Z Q m / PC STA: 19+77.40, 25.50' R 3 N Q a w TBC 2577.35 �� / o a w Z o 0 �__�� w o W-Z� w w w O D O F HP STA: 20+65.41 = o HP ELEV: 2579.017 E � � ° o Q_w� 2585 �� PVI STA: 20+27.72 04 rn 2585 w ° 3 PVI ELEV: 2579.25 r- QrEI�IDIAN=w � w r o m. ¢ or` +m K: 23.15 +Lq m _.., �w��Y 0) `� LVC: 100.00 o`� N of z + Lo °' c>> C) FINISHED GRADE AT F{. •r' m=lf a» ■• ' 0 x z ool m . o n a n Z 2580 w m w ROADWAY 2580 �� , --- 0.49% 3.79% __-------- ---- _ __ _ __ 2575 - - SUBGRADE AT 2575 ROADWAY Lu - 48" RCP J W LL 2570 2570 OOC z Q 2565 2565 LuQ Q m 2560 _ 2560 Z W Q 19+50 20+00 20+50 21 +00 21 +50 22+00 Cl) > DC Y Y 0 Z J m m Lu Q O W m � w ROADWAY R1 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 R2 6" VERTICAL CURB PER ACHD SUPPLEMENT TO ISPWC SD-701A R3 EDGE OF PAVEMENT R4 PEDESTRIAN RAMP TYPE "A" PER ACHD FILE: 10-20-143_C-102 JUBPROJ.# 10-20-143 SUPPLEMENT TO ISPWC SD-712A WITH Qao DRAWN BY: JGC DETECTABLE WARNINGS PER ACHD SUPPLEMENT DESIGN BY DSM TO ISPWC SD-712 CHECKED BY: DSM R5 NEATLINE SAWCUT ASPHALT. MATCH TO EXISTING ON�INCH � AT FULL SI ZE,IF NOT ONE NCH SCALE ACCORDINGLY INC', LAST UPDATED: 4/20/2022 SHEET NUMBER: C-104 SEE SHEET C-101 \'C� Av \ v \J-U-B ENGINEERS, INC. \ PT STA: 11 +40.74, 17.27' L 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 _PC STA: 12+09.52, 17.50' L I Vj co co \ \ \ \ \\ PC STA: 11 +32.81, 13.00' L TBC 2574.76 PT STA: 13+20.08, 17.50' L v \ v \ V A A TBC 2576.86 - - - - - - PC STA: 14+02.16, 17.50' L ' U) p O0 E �� TBC 2572.95 v v v Av v \ - - - - - - R3 TBC 2573.07 HORZ 0 20 40 OLu � � vV A APT 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 Lu a 3 PT STA: 10+57.19, 15.49 L - PT STA: 12+19.08, 25.50L \ \ TBC 2576.47 - - - - \ \ R2 ` _ _ _ - - - TBC 2574.33 - - - / PC STA: 10+55.74, 13.99' L \ \ \ TBC 2576.41 \ \ - \ - - - - 7- PT STA: 10+39.15, 9.56' L TBC 2575.11 N V A\ �/0•77 N v \ R3 �10 0 - r 11 +06v R 3 - 2+00 \ - R 1 13+00 h co / ti V�v \ - �� N N N N V i2' /�� w � \ R2 PC STA: 10+48.73, 16.37' R , \ \ / I 7 -� TBC 2576.60 VA A \ 77 c---_�-_- PCC STA: 0+58.20, 12.99' R �� PT STA: 11+16.19, 12.99: R �� V� PT STA: 12+19.08, 25.50' R TBC 2577.Q L TBC 255778 10I I V v R2 - - - - - TBC 2575.33 v STA: 1 1 +93.11, 32.13' R PC STA: 1 1 +61.61, 13.00' R \ PC STA: 13+10.01, 25.50' R TBC 2576.40 A TBC 2575.83 v v v r� v vV v �V v TBC 2573.93 m / \ \ \\ \ , , \\\ \ PC STA: 12+09.52, 17.50' R G� STA: 11 +66.07, 26.63' R PT STA: 1 1 +97.61, 17.50' R \ F TBC 2576.31� G'TBC 2575.44 TBC 2575.83 \ I 2585- 2580- 2575- 2570- 2565 10+00 TBC 2572.85 VERT 0 5 10 Z .� 3 SCALE IN FEET Lu o N 00 � ROAD C o pp _ Q U 15 00 Of O FHC - Luw �SS\ONAL ROAD C STA: 13+56.88 R 1 Z= I z ROAD A STA: 14+11.065 cn w FG-2572.69 = w I I Uw > o� 6 Q of C) sT o - 2572 O99 f - -2573 J ` Q TF OF -- �___- ---- - S. \-PT 00 3/14/2022 z U STA: 14+11.72, 25.50' R 4 TBC 2573.85 - G500 w R3 PC STA: 14+02.16, 17.50' R I = TBC 2573.75 o w o Y w o PT STA: 13+19.57, 17.50' R I wmir u o J m TBC 2573.68 ae a m 3:: o m X y � Z Z 0 W U' } ZF�a°]ca7 a NZw Z oa�mNo 0 oz=�°� > Z a o w � F a U 20� c/7 Lu z� VW D= W w F >W W O2 E ID[Z IAN'-, w ~ C, moo.• LO �...,. Jwm�Q mFw Q W o� Y J _.'s.,,...., i xiw;• N d, ? w d' T f� F (If m=¢}0 2585 HP STA: 11+07.15 HP ELEV: 2577.429 - - - - lc� PVI STA: 10+93.64 ao_ n Lc) PVI ELEV: 2578.50 ri LOW PT STA: 13+00.00 - - - - - - - - - - - - - - - - + Lo K: 10.81 + N_ FINISHED GRADE LOW PT ELEV: 2572.97 o LVC: 100.00 ® o ROADWAY o a? PVI STA: 12+50.00 PVI ELEV: 2573.22 0 o rn � rn n o rn o`O o oo o �w PVI:10+00.00 > m w +N cN K:34.80 LVC: 100.00 + r7 a co + o + n w - - + � N - - 0> - - - - + ELEV: 2573.00 00 w w N _ M .. _ _ -3.379, �m .. �J .. > _ > aw a w aw a - _ - - - - - - - -0.50% 0.50% -0.50% 0.50% _0 - - / 48" RCP - - - -- - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - 7-7 - SUBGRADE ® - - - - - - - - - ROADWAY 10+50 11+00 11+50 12+00 12+50 13+00 ROADWAY 13+50 14+00 R1 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 R2 EDGE OF PAVEMENT R3 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO ISPWC SD-712A WITH ^ DETECTABLE WARNINGS PER ACHD SUPPLEMENT TO ISPWC SD-712. SEE SHEET C-400 FOR MORE INFORMATION. 14+50 "2580 v n -2575 i0% -2570 2565 15+00 Lu J W LL 0 C) Z Q C) LuQ Q L Z z Lu Q (/) > CC Y Y � Z J U co Lu Q O cr LtY u IF-w � Q 0 >_ FILE: 10-20-143 C-105 JUB PROJ. #: 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKEID BY: DSM ONE -I AT FULL ZE, IF NOT C NCH. SCASILE ACCORDI LAST UPDATED: 4/20/2022 SHEET NUMBER: C-105 LI UI Lu15400 w 2 - R1 w Iw \ PC STA: 16+86.65, 25.50' R l •--- � ��--- \ �� - TBC 2573.84��_��;/ / --- -- - - - 57 Lo 16+00 _ 17+00 - /�25�.3_ �111z SEE SHEET C-102 I I ' I II PC STA: 18+04.48, 17.50' L I Q I TBC 2573.06 PT STA: 17+89.94, 17.50' L I O I� TBC 2572.96 0 PC STA: 17+80.28, 25.50' LA I TBC 2572.61 ROAD C 18+00 PT STA: 17+52.48, 17.50' R TBC 2573.49 PC STA: 17+56.63, 17.50' R ��2• TBC 2573.46 R3 L PT STA: 16+96.21, 17.50' RJ TBC 2573.73 4 PC STA: 17+02.49, 17.50' R R2 TBC 2573.73 C 500 STA: 17+13.99, 36.50' R TBC 2573.60 / \ STA: 17+40.98, 30.99' R TBC 2573.50 PT STA: 17+66.19, 25.50' R TBC 2573.65 N N Gmi Lo N\ II I i /II I ROADWAY R1 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701. R2 EDGE OF PAVEMENT 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. r12585 J 2580 212575 J 2570 i m i PT STA: 18+62.00, 17.52' L TBC 2573.26 -PC STA: 18+68.96, 17.50' L TBC 2573.29 CPT STA: 18+78.61, 25.50' L TBC 2573.02 uB J-U-B ENGINEERS, INC. U z J N c/) p co co o W i C:) m 0 W v �Q �-6 Z_ x a) - = Lu= NN 3 = cz Z c 3 W O I; m II �N r\_ 00 O C o n \\ + U z `V PC STA: 20+45.12, 12.99' L q w O TBC 2574.20 / LU Lu O 19+00 R1 20+00 i / 20�5a a ROAD C STA: -/ LuQ ROAD B STA: 14+07.43 w U) 10+00 - FG-2573.08 y ry _25�7_ - _ li 00 -25�,j c14r z U R3 /' -��IAN" 1 l t I I PC STA: 18+05.45, 17.55' R TBC 2573.72 PT STA: 17+98.44, 17.50' R TBC 2573.68 PC STA: 17+88.79, 25.50' R TBC 2573.86 I I I I SEE SHEETC-102 HORZ 0 20 40 VERT 0 5 10 SCALE IN FEET I � I STA: 20+45.11, 34.13' L TBC 2573.80 STA: 20+ 19.1 1, 34.13' L I I TBC 2573.40 I PT STA: 20+19.11, 29.01' L TBC 2573.49 I PC STA: 20+07.61, 17.50' L TBC 2573.10 PT STA: 20+02.01, 17.50' L R2 TBC 2572.89 PC STA: 19+92.45, 25.50' L TBC 2573.10 - - -7 - - - - -t - - - - --I- L - - R3 PT STA: 18+78.52, 25.50' R TBC 2574.02 PC STA: 19+92.45, 25.50' R i TBC 2574.10 -PC STA: 18+68.96, 17.50' R - -PT STA: 20+01.96, 17.50' R TBC 2573.97 r TBC 2573.54 R2 PT STA: 18+61.48, 17.54' R PC STA: 20+07.67, 17.50' R TBC 2573.94 TBC 2573.64 PT STA: 20+ 19.17, 29.00' R TBC 2574.17 STA: 20+45.16, 30.99' R STA: 20+19.15, 30.99' R TBC 2574.94 TBC 2574.49 I I I I I I I I LOW PT STA: 19+75.00 LUN/ YI tLLV: ZO/Z.}14 PVI STA: 20+00.00 PVI ELEV: 2573.07 K:33.44 LVC: 50.00 00 0,2 N... On O� ^. N On Or- N M nO MW) �� n 6r O m OjO to Lo^. i+N >> W.. >> W FINISHED GRADE >> .- w i J.. i J N d W �PVI:15+00.00 a w a w a w a w ® ROADWAY a w a w a w a w �ii v ELEV: 2572.91 > m -0.50% 0.50% 11 -0.50% 0.50% -0.50% 0.657. 0.507_ -0.50% 0.50% 00 ------------ ------ ------------ ------ --------- --- ------ ------------ ------ ------- --- ----- ------------ ------ ------------ SUBGRADE ROADWAY ]2565-f-- 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 2585 2580 2575 2570 -�2565 20+50 3/14/2022 � w p F Q Fw Q zJm p _ U " w O 2 O ¢ a=0m~ oo��> > z� m 0 1- �- Oaj�'x � z 0 w z<?E> zF§am' 3N�mz� z K2i--W� o o<ow 20 - oz=�°J w z wO��z O W a wo OOr� wJ�� U =pO� U) < ow o a�w°� w>wtzo W m Q Q W O t n Y = K z , N ,w m F = z O O 0 < n O w J Lu LL rr m ZD a_ � Q ZD Z Q F- Lu Q � a_ LL F- z_ Z W Q Y Q Lu Q m Q O Ir LL]� F W � Q O >_ Ir IZ FILE : 10-20-143 C-105 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ON�INCH � AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 4120I2022 SHEET NUMBER: C-106 w J Lu LL rr m ZD a_ � Q ZD Z Q F- Lu Q � a_ LL F- z_ Z W Q Y Q Lu Q m Q O Ir LL]� F W � Q O >_ Ir IZ FILE : 10-20-143 C-105 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ON�INCH � AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 4120I2022 SHEET NUMBER: C-106 1 SEE SHEET C-103 C-109 I - + - - ----- STA: 13+61.57, 33.65' L- J TBC ??? J / I STA: 13+35.54, 33.65' L TBC ??? R2 PI STA: 14+47.07, 22.50' L I PC STA: 15+16.85, 22.50' L rm d I ---- PT STA: 1 1 +79.02, 17.50' L - -- - _----_- - TBC 2576.07 — V I J TBC 2577.65 m PC STA: 1 1 +21.02 17.50' L TBC 2574.69 v I\ , TBC 2574.69 PC STA: 13+24.04, 17.50' L PT STA: 13+73.04L75 L TBC 2575.31 I - TBC 2575.4E - -- ------ - — - v R5 — — - R5 STA: 14+43.07, 0.00' 00 1a+06 ROAD 5 I ti -00 S89'24'36"E 539.05' +00 14+00 15+00 — EG � R2 rt I _ — 1 R3 T� — T — — —� — R3 — — �I — — I 3�� 2 R1 I STA: 15+33.07, 0.00' / -- --- R4 I I o / �— -- R5 —�� / 03 /-- i R5 —�— / _ PT STA: 1 1 +79.02, 17.50' R- - _ _ PI STA: 13+79.27, 17.50' R� 00 TBC 2575.37 -- - - - -- 1 TBC 2576.70 _I -- A A PC STA: 1 1 +21.02, 17.50' R �I % �� i / \ - � PI STA: 14+47.04, 22.50' R I PC STA: 15+25.41, 22.50' R TBC 2575.37 / V Q / C 500 PC STA: 13+25.00, 17.55' R TBC 2576.15 TBC 2576.79 TBC 25/, 8.30 / \ / $ O PT STA: 13+35.52, 28.61' R R2 \ PT STA: 13+73.02, 17.50' R TBC 2575.74 TBC 2575.90 r r STA: 13+35.62, 34.11' R PC STA: 13+61.54, 28.61' R / TBC ??? I TBC 2576.08 1/ STA: 13+61.52, 34.11' R TBC ??? 1 �W \____________ m ao SEE SHEET C-103 2585- 2580- 2575 2570- 2565- 2560- 2555 1 1 +20 HORZ 0 20 40 CJ• J-U-B ENGINEERS, INC. VERT 0 5 10 11 SCALE IN FEET U Z J N � I+ II I � o co � I I O m W .U)000 mo z x a) c � I 3 LJ C,\jcz z C/)� c 3 W ° C:) a - I N 16 i 00 0 �5s�0 AL ENSF��/ti /w I o z /JLLI / z I I � sr �� O9q TF / Lu a OF (� I I o 0 3/14/2022 �I K o Fw w I �0o¢o I I it >w Uwr oT,Fmj00 w } m / it �a�mo m — — — — — / — — — — — / — — — — a o (D of w W ' z o ' LOW PT STA: 14+25.00 LOW PT ELEV: 2575.82 N PVI STA: 14+50.00 N 00 o 00 o o 0N0 PVI ELEV: 2575.95 e r�i _ N� A� K:42.99 di (6 o0 Lo a1 n 0 � + N FINISHED GRADE + ,n LVC: 50.00 + � + N + N + N .. N "t N N .. ® ROADWAY d� aw aW W �� W 1.67% dw �m 0.50% m 0.76% -0.50% 0.50% 0.85% ------ -- — — — — — — — — — — —— SUBGRADE AT _---- ROADWAY 11+50 12+00 12+50 13+00 ROADWAY 13+50 14+00 R1 RIGHT TURN ONLY SIGN R2 EDGE OF PAVEMENT R3 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 R4 6" VERTICAL CURB PER ACHD SUPPLEMENT TO ISPWC SD-701A R5 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD 4ao SUPPLEMENT TO ISPWC SD-712 14+50 15+00 2585 2580 2575 2570 2565 2560 2555 15+50 7 E IDIZ IAN;-- r z< mw� o<N:?Zo oz=]°� wo�DZ� w w O UFO r J 0 w 0 z Lrwn�F Fw°x3 ww > wm3:Q Q w O t n Y =cz ' w mF=zO �0w<w W IY ZD IF— ZD CAW Q LL ~ Z LZ Cl) Y Y m W IY W O LLI J ILL O m a_ 0 z z J CL z 0 C� 0 ¢ O Ji LLJ FILE: 10-20-143 C-107 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT C INCH, SCALE ACCORDII LAST UPDATED: 3/23/2022 SHEET NUMBER: C-107 I I STA: 20+19.10, 34.13 L TBC 2573.40 I Ti- I J co IF 20+00 i U i w ROAD-c =I �Iw w �\ STA: 20+19.15, 30.99' R--/ TBC 2574.49 r � � I I I I � R6 STA: 10+17.97, 42.14' L / TBC 2573.80 I / F7 R7 / PC STA: 10+17.99, 20.99' L PRC STA: 12+07.28, 9.29'CL J TBC 2574.20 PT STA: 10+29.49, 9.54' L I TBC 2575.75 J _ TBC 2574.72 _ _ _ _ _ PC STA: 1 1 +92.53, 9.50' L M R7D-- — — TBC 2575.85 `t 20+5 m 10+00 — r' 1 11 +00 0) R 10 _ _ R9 2+a R7 193.03' 1 N89'24'48"W OAD — -- — R7 PT STA: 10+29.52, 9.53' R_ R5 TBC 2574.84 4 R6 C-500 R7 I I ------------------- STA: 10+18.02, 22.99' R TBC 2574.94 I I I I I ROADWAY 2585 R1 SAWCUT EXISTING ASPHALT EDGE A MIN. OF 2' FROM EDGE OF GUTTER R2 MATCH TO EXISTING CONCRETE CURB AND GUTTER. 2580 R3 RIGHT TURN ONLY SIGN. R3-5R 18"x24" R4 RIGHT TURN ONLY/STOP SIGN. R3-5R 18"x24" / R 1-1 30"x30" R5 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT 2575 TO ISPWC SD-701 R6 EDGE OF PAVEMENT. R7 PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO 400 2570 ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD SUPPLEMENT TO ISPWC SD-712 R8 SEE OFFSITE ROADWAY IMPROVEMENT PLANS FOR SIDEWALK. R9 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENT 2565 TO ISPWC SD-702. R10 5' TRANSITION FROM 3" ROLLED CURB TO 6" VERTICAL CURB 2560 GRADING 21 MATCH TO EXISTING 11 2555-f-- 10+00 10+50 1 1 +00 — R8 I _ _PC STA: 11+93.03, 9.50' R TBC 2576.17 m R4 I \ I � I A PT STA: 12+45.97 TBC 2575.52 I \ I I \ I I I I I I I I I 1 1 +50 w II� I / HORZ 0 20 40 II PT STA: 12+10.11, 15.84' L / TBC 2575.44 VERT 0 5 10 SCALE IN FEET II I R2 L=29.98' 0=50'30'51 " R=34.00' R1 x G1 STA: 12+23.01, 0.00' EG 2575.24t R2 \ Q i 0 I \ J R8 W �\ 2585 2580 2575 2570 2565 2560 2555 12+00 12+23 \ CJUB J-U-B ENGINEERS, INC. z j N c/) p Co o W i000 mo O Lu v �Q C'�� z x a) — 0 >W oN 3 Lu > o m d Q N O sootNAL F5 \ ENSF�c/7 C)z wo �C 6 O9 aTF Q U) of 0 0 3/14/2022 Z w2<z d�N- in a=O~ ;m_ IV. zw16 Qa O co w . ~ (D of w�z0 zF§am" 3v z� z rc3❑mw-f o O J N z O OZ=FO>' w Z O W � w w w O 0 O r w Cc �J�� O 2❑2� W. Cn Lu Z L � O 7 F 0 K O ❑ ww> o wm�Q Q w O t n Y = ofZ D N ��zw� ?W=z0 0 0 < 0 g Lu J W ILL Er 0 Z � Q U z ZD Q CAW Q w ILL Z z W Q (1) > oC Z J w coL-1 Q O Ir W Lu F w O >_ rr a_ FILE : 10-20-143 C-107 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT C INCH, SCALE ACCORDII LAST UPDATED: 3/23/2022 SHEET NUMBER: C-108 0 10 20 SCALE IN FEET I I II R2 w / I PT STA: 15+51.35, 56.91' L TBC 2577.50 EG 2577.30t I I I I II r I I PC STA: 15+16.85, 22.50' L TBC 2577.65 — --- __--- I I MR1----------- R6 ROAD D R4 STA: 15+33.07, 0.00'I / Of -15+00 h I ST : 15+65f 1 16+00 E�2577.88t W I III 00 R5 / z PC STA: 15+25.41, 22.50' R c, TBC 2578.30 / -- --� ——I _ R6 / J- I I /III�,J PT STA: 15+59.89, 57.97' R o TBC 2578.62t I DETAIL SCALE:AS SHOWN ROADWAY R1 SAWCUT EDGE OF EXISTING ASPHALT EDGE A MIN. OF 2-FT. R2 MATCH TO EXISTING CONCRETE CURB AND GUTTER R3 RIGHT TURN ONLY/STOP SIGN. R3-5R 18"x18"/ R1 -1 30"x30" R4 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 R5 6" VERTICAL CURB PER ACHD SUPPLEMENT TO ISPWC SD-701A Rs PEDESTRIAN RAMP TYPE "A" PER ACHD SUPPLEMENT TO e ISPWC SD-712A WITH DETECTABLE WARNINGS PER ACHD `°° SUPPLEMENT TO ISPWC SD-712 R7 SEE OFFSITE ROADWAY IMPROVEMENT PLANS FOR SIDEWALK. GRADING EG 2578.40t G1 MATCH TO EXISTING m 0 0 L. C Z Ld O F-- U Q� 00 z U (JUB I 1-U-113 ENGINEERS, INC. U Z J N C/p Co o Lui000 .E Lu U � Q Z X a) — 00= Lu i= c c 3 Lu� � m c 0- N 3/ 44/2022 ❑ Z WI Q Zw Q ❑ = W W U L 0 O ¢ O ¢ a= U wF 0- 00� > Z� . ma 0"Q"�' m o,6X �C9K w zM-- �Nofmz� z ��❑ Wl 0 oz=WSJ w 0 w w O O F �J�� a Cc U 2 ❑ 2'o wn Lu Z L O ❑ <ww0� K W ~ 0 W Cl]�Q Q W O t n Y =ofz, , � "f mF=zO g 0 0 < 0 t fl Lu Q Iz O_ U v Lu F- W w Q z ILL F— J_ z LLJ cf) > O � Y � Z J m Lu z n FILE : 10-20-143_C-109 JUB PROJ. # : 10-20-143 DRAWN BY: ,IGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 2/7/2022 SHEET NUMBER: C-109 14' IMIN. 10" MINIMUM CRUSHED-j 1 3/4" ROADBASE O WATER MAIN O_aRA VEL UTILITY ACCESS SCALE: N.T.S. II COMPACTED SUBGRADE - - - 1 ----- OHP ----- CHIP ---o-- i " .. ... HP CHIP — — — — P t OH W-- — W —— IRR ----- iRR ----- ioo ----- IRR-----JRR ----- I R ---- FRANKLIN ROAD ----------I---- N n n > m I I C-212 C II N O EG I I I 1 3 C7 I I I I I I 1 N LuLl I J 1 III I I I I I C-205 I I ---- C-206 C-208 �5--�— - - - -w- _ w, I- �w I :y Tf PRIVATE I PRIVATE s�---�--� ROAD — —-----ROAD E — EG I EG w I; C-213 1 Iry , I o > < C-211 I o > I �I comlo c-207 — — — — r I 1 I I I I PRIVATE L — — EG ROAD D 711, ,- —� ,I I --—— — — — — —— I� IIII J -ail Y C-209 6G w E L rill O — N _ _ _ Ia 3 — I r m_ — — _ \ —� wry, d ll— w — w / I - - - _ COBALT DRIVE S. N ----- SEE PLANS FOR COBALT DR ---- P -----� OH — — OHP -- (JUB J-U-B ENGINEERS, INC. z J N C/) p (.0M C'7 0 80 16C LU CO � p Lu C� Z x 0 LI�=c �3 SCALE IN FEET z 3 cz �; 3 Lu o � 11 � N U TONAL F L F.�\CENSF�C/iy C)z Ld 0 0 E— 6 U 09 9TF Q � OF 99g1 cf) NAo 0 S , zZ 3/14/2022 U p H z�m W F p _ N U 7 m �No¢o a=z O�w�� I¢wma — 0 3: 3 -C7�'w ,E.z0} m �ao 3< �a3�Nz� p inw o m Q N Z 0 oz=I7o'_ w Z rn tLOwm wOu-) a ¢ �� C) p3 ZE 'o' = Ox3 <pww ~ K W Z JwmA¢ Q w O u) Y = I Y Z f mit�w� m=Q�w �OmQm O Lu Ir Ccr Q � I IL F- - W Y > i cow w M 0 z Q J J J J Q Lu O FILE: 10-20-143_C-200 JUB PROJ # 10-20-143 DRAWN BY. JGC DESIGN BY: DSM CHECKED BY: DSM ONE INghi AT FULL SIZE, IF NOT C INCH. SCALE ACCORDII LAST UPDATED: 4/11/2022 SHEET NUMBER: C-200 L 00 w L. 00 S1 D1 CB 2 M -- STA: 10+72.51, 22.0' L'. ' D2 —dale RIM: 2568.24 INV OUT: 2565.30 12"(W) SEE SH ET C-2 — — — — — 3/d _ — — ��o W2 10+00 ROAD A 3 SETA: 12+20.60, 6.0' L I, +00� / /12+00 \ 4 ` rn D2 \\ � S \ — J — F— - -o- v D1 CB 1 _ STA: 10+72.10, 22.0' R - D5 - - - 00 S E SHEET C 212 ------------- RIM: 2568.25 --- i� - S1 0 INV IN: 2565.08 12"(E) D3 I INV OUT: 2564.98 12"(S) D4 \ I �I III of 2585 2580 2575 2570 2565 2560� 10+00 i SEE SHEET C-205 D1 CB 4 -STA: 13+64.43, 24.9' L SEE SHEET C-205 I 4P.11 ORIM: 2571.67 I — INV OUT: 2569.15 12"(W) 154 LF 8" W W2 31I LF 8" 3 1 13+00 14+b0 - �- S - /// 7_7 33 T -I 3 S 1 cp �7 2II D8 D1 CB 3 STA: 13+64.43, 24.9' R RIM: 2571.50 INV IN: 2568.90 12"(E) INV IN: 2568.90 12"(N) INV nI IT• 95RR Rn 19" (sw) - I II W1 !I +11 STA: 14+05.06, 6.0' L I� II Ij I l I I SEE SHEET C-205 / 12" STORM FINISHED GRADE AT SUBGRADE AT CROSSING ROADWAY ROADWAY - z - --- —_—_-- ------ -- _ - - 154 LF 8" PVC 31 LF 8" PVC - - 185 LF 8" PVC 0 0.40% __--_--- -- 12" STORM CROSSING MH_Z_ MH 7 10+50 11+00 11+50 12+00 WATER NOTES 12+50 w1 8""x8"" TEE W/ (2) 8" GATE VALVES AND THRUST BLOCK PER ISPWC SD-403. w2 POTABLE, NON —POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. SANITARY SEWER NOTES S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. DRAINAGE NOTES D1 TYPE I CATCH BASIN PER ISPWC SD-601 p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 D3 SEEPAGE BED A PER ACHD BMP-20 DIMENSIONS: 10'x58'x4.5' DEEP STORAGE VOLUME= 1,108 CIF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2566.00 BOTTOM OF BED: 2561.50 BOTTOM OF SAND: 2560.00 p4 1000 GAL. SAND AND GREASE TRAP A PER ISPWC SD-624. INV IN: 2564.95 INV OUT: 2564.10 INLET BAFFLE EL. 2564.35, OUTLET BAFFLE EL. 2565.85 13+00 13+50 D5 58 LF 18" PVC © 0.00% (PERFORATED) Ds 42 LF 12" PVC @ 0.50% D7 48 LF 12" PVC @ 0.50% D8 33 LF 12" PVC @ 0.50% D9 5 LF 12" PVC © 0.50% 14+00 NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION 2585 2580 2575 2570 2565 ---�2560 14+25 (SUS 1 J-U-B ENGINEERS, INC. U z J N v� o co o "cA o00 �E HORZ 0 20 40 W C) Q o z x a� VERT 0 5 10 Lu i= s= C 3 z .cz ai SCALE IN FEET LLI L5 o 00 � N Of O LL oz wo o� �0 aU) 00 Z U 3/ 44/2022 o Z L a zw a = w w U ae - o ¢ o ¢ a=Om~CL OOF J? } z m mamma co om o am z 0 I , zF�am� a 3�nmNZw Z rc3�m"'m o z0 '1) z o=�°� w o Z a w � F w c) a U (/7 Lu zKv� O F C, O2 � wm� a Q w 0 V Y =mZ�� nm (Ifm = = z m U u a u Lu W J O =D tr U o =D z �w z Q� Q LL z Zw J_ D zJ mw o Q cr 0Y Lu w ::D Q 0 tY a_ FILE: 10-20-143 C-201 JUB PROJ. #: 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKEDBY DSM ONE —I AT FULL ZE, IF NOT ONE INCH SCASILE ACCORDINGLY LAST UPDATED: 4/6/2022 SHEET NUMBER: C-201 a SEE SHEET C-206 � � I --- w r, - CB s STA: 10+80.77, 22.00L / i _ - - - - - - - - - - CB 8 D 1 RIM: 2569.09 - - - STA: 13+46.96, 24.94' L - RIM: 2572.14 INV OUT: 2566.10 12"(W) SEE SHEET - D2 Z Q LL o / 10+00 W 11 2580 2575 2570 2565 2560 2555-�-- 10+00 o D9 O / l 0 I I I I I I / I o as 00 W2 _ _ INV OUT: 2569.10 12"(W) n2 STA 12 A 5 00 23 00' I J _FG 2572.88 - - - - - I 00 W5M - � -- L 1 / STA: 14+01.43, 6.00' L / W3 3 W4 CO W5 D10 W3 i / STA: 12+18.62, 6.00' L W W 153 LF 8" W W / \ - I00 �- 29 &LF�B„-_25-- 13+00 _ - - 10� + SS SS ` S1 D4 D2 PRIVATE - 7 D2 D7 - - - - SE HEEN -212 -- D5 CB 5\-( STA: 10+80.77, 22.00' R D3 M RIM: 2569.02 _ INV IN: 2565.88 12"(E) - - - - - - - INV OUT: 2565.78 12"(S) \ 10+50 1 1 +00 1 1 +50 12+00 12+50 I ROADS_ D6 CB 7 D1 D 1 1 STA: 13+46.96, 24.94' R D� RIM: 2572.14 S 1 INV IN: 2568.85 12"(E) INV OUT: 2569.07 12"(N)IK \, 3 W SEE SHEET C-206 13+00 13+50 JU CB A J-U-B ENGINEERS, INC. U Z j N p Co o o HORZ 0 20 40 U W � Q Q0 U Z x a) _ -6 � Lu VERT 0 5 10 c Z .c 3 SCALE IN FEET Lu o C:) m I o m cfl � o CD N N -H < U - 15 00 w w z= Q:f J U = W QU) o0 L- �0 - - - a a- aU) nnnn� ZO Z U 14+00 14+50 2580 2575 2570 2565 2560 ---f-2555 15+00 r WATER NOTES DRAINAGE NOTES D5 1000 GAL. SAND AND GREASE TRAP B PER ISPWC SD-624. D w1 17 LF 6" DI 11 TYPE I CATCH BASIN PER ISPWC SD-601 RIM: 2569.40 sl OBSERVATION WELL PER ACHD SUPPLEMENT TO INV IN: 2565.75 w2 FIRE HYDRANT ASSEMBLY PER COM SD-W8 D2 INV OUT: 2564.95 w3 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST ISPWC SD-627 INLET BAFFLE EL. 2565.15, OUTLET BAFFLE EL. BLOCK PER ISPWC SD-403 D3 SEEPAGE BED B PER ACHD BMP-20 2565.65 w4 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST DIMENSIONS: 10'x43'x4.5' DEEP Ds 1000 GAL. SAND AND GREASE TRAP C PER STORAGE VOLUME= 821 CF WATER ISPWC SD-624. BLOCK PER ISPWC SD-403 MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR RIM: 2572.50 STA:12+45.00, 6.00' L TOP OF BED: 2566.40 INV IN: 2569.05 J w5 POTABLE, NON -POTABLE CROSSING. SEE SHEET BOTTOM OF BED: 2561.90 INV OUT: 2568.20 C-002 WATER NOTES 2 AND 3. BOTTOM OF SAND: 2560.40 INLET BAFFLE EL. 2568.45, OUTLET BAFFLE EL. SANITARY SEWER NOTES D4 SEEPAGE BED C PER ACHD BMP-20 2568.95 DIMENSIONS: 10'x39'x4.5' DEEP STORAGE 07 43 LF 18" PVC © 0.00% (PERFORATED) r s1 SEE "OUTERBANKS SANITARY SEWER" SET OF VOLUME= 739 CF WATER D8 39 LF 18" PVC © 0.00% (PERFORATED) PLANS. MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR z TOP OF BED: 2569.00 D9 42 LF 12" PVC @ 0.50% BOTTOM OF BED: D10 48 LF 12" PVC @ 0.50% BOTTOM OF SANND:2564.50 2563 00 D11 5 LF 12" PVC @ 0.50% NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" r 0 BAFFLE SEPARATION 3/14/2022 ❑ Z w Z Zw a ❑ = W W U 20o¢o ¢ a=Qw oo��> > � Z of m o C6 x AUK w "z zo> z F H 30 mz� z �ii W-f o o< o 0 oz=�oFz w z o O W��Z� w F w O U O L.: w- L. a Cc U 2❑2� U) Z L m D O 7 ❑ F 0 w O w K W ~ ❑ W m Q Q w O t n Y = K Z D m n of W � � O 0 < 0 Lu W J O ZD rr U o ZD z Ir F-w z Q� ¢ LL ZD z w J_ z J m m Lu ¢ IIr Ir Lu Lu F M ¢ O FILE: 10-20-143_C-202 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ON�� AT FULL SIZE, IF NOT C INCH, SCALE ACCORDII LAST UPDATED: 4/7/2022 SHEET NUMBER: C-202 D1 CB 10 STA: 15+09.00, 25.00' L RIM: 2573.23 INV IN: 2569.88 12"(W) INV OUT: 2569.78 12"(S) D 1 2 CD + N D 14 SDMH 1 I D 1 0 STA: 15+95.71, 0.00' R RIM: 2574.07 w 15 00 INV IN: 2570.42 12"(W) Z = - - - - INV IN: 2569.13 12"(E) U) = Lu r D1 INV OUT: 2569.03 12"(S) SEE SHEET C-207 - - - SEE SHEET C-207 W2 -7 3 p I D1 CB 12 D1 CB 14 Q STA: 15+95.71, 25.00' L STA: 17+09.39, 25.00' L RIM: 2573.74 RIM: 2574.26 INV IN: 2570.24 12"(S) INV IN: 2570.91 12"(W) \ INV IN: 2569.35 12"(N) INV OUT: 2570.81 12"(N)- - LLI \ INV OUT: 2569.25 12"(W) ; N Irl l / D9 D2 ,1 - 3 a- D 13 - - -- / W1 D11 D2 D7 D10 0 17+00 25�4 N - Lu < I OB 9 D5 D3 PRIVATE RO \ STA: 15+09.00, 25.00' R _ _ _ \ N RIM: 2573.14 D 13 - - \ N INV OUT: 2570.13 12' 2585 2580 2575 2570 2565 f � S1 �� D2 D4 D6 _ D8 \ D1 CB 16 \ STA: 18+49.98, 25.00' L - - - - - \ RIM: 2574.70 _ _ - -< INV IN: 2571.36 12"(W)- _ - IINV OUT: 2571.26 12"(S) D11 , W2 W W- Y8+0� W2 ,elf D1 CB 11 D1 CB 13 D1 CB 15 STA: 15+95.71, 25.00' R \ RIM: 2573.74 \ =_S_TA_-_17+09.39, 25.00' R S1 STA: 18+49.98, M: 25.00' 5460 RIM: 12"O W2 INV OUT: 2571.61 12"(E) I INV OUT: 2570.55 12"(E) \ INV OUT: 2571.16 12'(E) �� SEE SHEET C-207 2560--�- 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 HE CD LO o N 236 LF 8" W / I-_ U 19+00 U) w J cf) �s� v z Lu L) Lu D2 I� 19+00 2585 2580 2575 2570 2565 -�2560 19+50 1 1. (SUS 1 J-U-B ENGINEERS, INC. U Z J N U) p c0 00 U)C) HORZ 0 20 40 W C° 0 W tp cy�-6 Z x 0- 00= VERT 0 5 10 LuoN 3 z SCALE IN FEET W § o 00 ( d N Of O FS�\OCENSF�C/� oz w0 of0 6 Q U) O9 9T6' OF 99g1 S o zZ . 3/14/2022 U WATER NOTES DRAINAGE NOTES D6 1000 GAL. SAND AND GREASE TRAP E PER 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 D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO OBSERVATION INV OUT: 2570.35 INLET BAFFLE EL. 2570.60, OUTLET BAFFLE EL. STA: 17+46.25, 6.00' L ISPWC 2571.10 W2 POTABLE, NON -POTABLE CROSSING. SEE SHEET D3 0 SEEPAGE BED D PER ACHD BMP-20 D7 78 LF 18" PVC @ 0.00% (PERFORATED) C-002 WATER NOTES 2 AND 3. DIMENSIONS: 10'x78'x4.5' DEEP SANITARY SEWER NOTES STORAGE VOLUME= 1,477 CIF WATER D8 54 LF 18" PVC © 0.00% (PERFORATED) "OUTERBANKS MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR D9 114 LF 12" PVC © 0.50% (:sD SEE SANITARY SEWER" SET OF TOP OF BED: 2570.50 PLANS. BOTTOM OF BED: 2566.00 D10 48 LF 12" PVC © 0.50% BOTTOM OF SAND: 2564.50 D11 12 LF 12" PVC © 0.50% D4 SEEPAGE BED E PER ACHD BMP-20 DIMENSIONS: 10'x54'x4.5' DEEP D12 g6 LF 12" PVC © 0.50% STORAGE VOLUME= 1,026 CIF WATER D13 24 LF 12" PVC @ 0.50% MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR D14 48" CATCH MANHOLE PER ISPWC SD-611 OP OF BED: 2571.50 BOTTOM OF BED: 2567.00 BOTTOM OF SAND: 2565.50 D5 1000 GAL. SAND AND GREASE TRAP D PER ISPWC SD-624. INV IN: 2569.40 INV OUT: 2568.55 INLET BAFFLE EL. 2568.80, OUTLET BAFFLE EL. 2569.30 NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION o Z L a zw� � � = w w U ae - O ¢ o ¢ a=0m~CL (3 > � m co0aZ�ma O � z 0 . Z<§E zF§ap 3�nmNZw Z <W§2mw- o oa�mz0 U) oz=�o� w o Z a w m F w O Oo O F¢ I` C) a m U 2�� (/7 Lu z Eve O cl ae O � wm� Q Q W Q V Y = K z U d w d m�xzO g 0.<n Lu U Ill w Q� Ill LL Z Lu Y > Y coIll W 0 W J LL O Ir o- r) z z Q J CL J m p Q W Q tY IZ FILE : 10-20-143 C-202 JUB PROJ. #: 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKEID BY: DSM ONE -I AT FULL ZE, IF NOT C NCH. SCASILE ACCORDI LAST UPDATED: 4/7/2022 SHEET NUMBER: C-203 WATER NOTES &D REMOVE EXISTING THRUST BLOCK AND BLOW OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN STUB. w2 2" BLOW -OFF ASSEMBLY PER COM SD-W12 STA: 19+81.70, 36.00' L w3 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST BLOCK PER ISPWC SD-403 W4 8" 22.5° ELBOW WITH THRUST BLOCK PER ISPWC SD-403 STA: 21 + 19.55, 5.88' L. ws 8" 45° ELBOW WITH THRUST BLOCK PER ISPWC SD-403 STA: 21 +03.15, 0.30' L. ws 30 LF 8" C900 WATER LINE. w7 8" SS PVC WATER CROSSING WITH A 12" STEEL \ CASING PER COM STANDARD DWG SW1 & SW2 050° SANITARY SEWER NOTES S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. DRAINAGE NOTES D1 TYPE I CATCH BASIN PER ISPWC SD-601 D2 NOT USED D3 SEEPAGE BED F PER ACHD BMP-20 DIMENSIONS: 10'x24'x4.5' DEEP STORAGE VOLUME= 575 CF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2573.00 BOTTOM OF BED: 2568.50 BOTTOM OF SAND: 2567.00 D4 1000 GAL. SAND AND GREASE TRAP F PER ISPWC SD-624. INV IN: 2573.20 INV OUT: 2572.35 INLET BAFFLE EL. 2572.60, OUTLET BAFFLE EL. 2573.10 D5 24 LF 18" PVC @ 0.00% (PERFORATED) Ds 54 LF 12" PVC © 0.50% D7 5 LF 12" PVC @ 0.50% NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION / W2 STA: 19+81.70, 36.00' L W5 \ / , o �_ W6 W7 Lo m o "' W3 y _ / - W3 / STA: 20+93.23, 4.09' L STA: 19+81.70, 6.00, L / w w _ 20 00 / / 110 LF 8" z = \ rs-\— U w A A // \ //�17 LF 8" / SEE SHEET C-210 / SEE SHEET C-210 p4e:1V i�bf:Ii; p4"lL� 1�"Y*151 2560 19+50 bz \ \ \ \ W1 �� v vA, Av A STA: 21 +66.16, 4.97\ ' L Q \ \ \ e�xOp CB 17 D1 \ \\ \ "'STA: 21 +75.80, 22.00' R \ \ \ RIM: 2576.05 \�\ INV IN: 2573.33 12"(NE) \ \ INV OUT: 2573.23 12"(SW) y D7 S1 / vv D4 D5 \ \ \ 48" GRAVITY IRRIGATION SUBGRADE ROADWAY .FINISHED GRADE FI ROADWAY 32 LF 8" PVC 12 LF 8" PVC 94 LF 8" PVC 10 47 LF 8" PVC JO LF 8" PVC LF 0 P - -' 12" ST CROSSI 5 LF 8" PVC TOP OF CASING STA: 20+77.00 ELEV: 2569.83 TOP OF CASING STA: 20+02.00 MH 13 ELEV: 2569.83 20+00 20+50 21 +00 21 +50 d'r:17 d'1E:Ii1 2575 )RM VG 0101 4'Y:l7 2560 22+00 JU CB J-U-B ENGINEERS, INC. U1. z j N c/) p co co U) CO HORZ 0 20 40 W m o W j-p ,-6 Z x a) — � = W oN VERT 0 5 10 3 z .c 3 SCALE IN FEET W m d N O �5s�0 AL ENSF�c/7 0z wo 'O� 6 Q:� U Q O9 aTF U) of z 0 3/14/2022 L z ,w. Q = W W U of00< ¢ a=Qw oo�J� z� o of < m o C6 � (D z0> zF§am" 3v �M.z� z W-f o ogN�z0 u oz=� G>, w Z o o �Z� w m F w O U O F � J � E a Cc U =o�� U) o ZmS° <w°� w K W ~ 0 W Q Q W O n Y =ofz n [If 1 W m mF=zO O 0 < n W W J O U p ::D Z Q F- LLu Z Q Q LL Z z w J_ z J m m W p Q O rr Ir W w F M Q O rr a_ FILE : 10-20-143 C-202 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 4/7/2022 SHEET NUMBER: C-204 TOP \ \ \ \ D1 CB 20 ---- STA: 13+09.00, 25.0' L -- V v W5 W1 - - - -- RIM: 2572.53 D1 19v y 10+46.79, 6.0' L V v W4 STA: 11+52.00, 27.0' L INV IN: 2568.64 12"(NE) CB \STA: INV OUT: 2568.54 12"(S) STA: 10+40.66, 9.7' L \ - ---_ v RIM: 2575.19' �� A STA: 1 1 +52.00, 6.0' L - -� -- W4 --- \ ,INV OUT: 2572.10 12"(SW) \ - � - \ \ W 1 0 \ W6 ___ STA: - -- 1 1 +81.00, 6.0' L OT D5 �v v W9 vv v _ 105 LF 8" yy 22 LF8" D2 \ 182 LF 8" v W t1+00\\ �\ -\7 LF 8" / 2+00 I- �� 13+00 y v- D14 Dgvv v �� - D3 `� vv ��h W7 W3 v v D10 -- D2\ - v�\ / STA: 11+59.00, 6.0' L /.� A\ v D9 ��-•. / m D2 /vv v �� --= �___ � � III v v -� --- - - - - - - W2 1 1 +59.00, 16.00' R FG 2576.46 D2 J. D6 Fc SEE SHEET C-210 SEE SHEET C-213 2580 2575 2570 2565 2560 2555-�-- 10+00 10+50 WATER NOTES 1 1 +00 W1 2" BLOW -OFF ASSEMBLY PER COM SD-W12. STA: 1 1 +52.00, 27.0' L w2 FIRE HYDRANT ASSEMBLY PER COM SD-W8. W3 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403. w4 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST BLOCK ° PER ISPWC SD-403. w5 8" 45° ELBOW WITH THRUST BLOCK PER ISPWC SD-403 w6 21 LF 8" C900 WATER LINE = w7 22 LF 6" DI WATER LINE w8 15 LF 6" DI WATER LINE w9 POTABLE, NON -POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. a 10 8" SS PVC WATER CROSSING WITH A 12" STEEL CASING c2oo o PER COM STANDARD DWG SW1 & SW2 1 1 +50 12+00 SANITARY SEWER NOTES 12+50 S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. DRAINAGE NOTES D1 TYPE I CATCH BASIN PER ISPWC SD-601 p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 D3 SEEPAGE BED G PER ACHD BMP-20 DIMENSIONS: 10'x17'x4.5' DEEP STORAGE VOLUME= 328 CF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2573.00 BOTTOM OF BED: 2567.50 BOTTOM OF SAND: 2566.00 13+00 S1 SEE SHEET C-201 I Q f \ O of w > I I I I I I W9 I 3 34 LF 8" SS (JUB J-U-B ENGINEERS, INC. r z J N o W4 I o co m STA: 13+62.88, 6.0' L GB 22 D 1 I HORZ 0 20 40 U) CD 00 w C:)Q0 , 0 STA: 14+50.01, 25.0' L W U � Q Za)_ X _ c>? W2 STA: 13+97.00 RIM: 2572.26 I INV OUT: 2569.50 12"(E) ( VERT 0 5 10 w += o " I (/) •- FG 2573.05 SCALE IN FEET w m C:) d WCA 8 b D13 I oo + o 3 91 LF 8" yy < N 1 +00 PRIVATE ROAD C - w 15 00 u w ww SS SS z U) S1 W3 I Q � CoSTA: 13+97.00, 6.0' L S 1 co , CB 21 = SDMH 2 D12 STA: 13+56.88, 16.9' R RIM: 2572.48 STA: 13+08.98, 17.0' R INV OUT: 2569.50 12"(W) RIM: 2573.27 INV IN: 2568.33 12"(N) INV IN: 2568.57 12"(E) INV OUT: 2568.23 12"(W) 13+50 14+00 D4 SEEPAGE BED H PER ACHD BMP-20 DIMENSIONS: 10'x71'x4.5' DEEP STORAGE VOLUME= 1,354 CIF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2570.50 BOTTOM OF BED: 2565.00 BOTTOM OF SAND: 2563.50 D5 1000 GAL. SAND AND GREASE TRAP G PER ISPWC SD-624. INV IN: 2572.05 INV OUT: 2571.20 INLET BAFFLE EL. 2571.45, OUTLET BAFFLE EL. 2571.95 ps 1000 GAL. SAND AND GREASE TRAP H PER ISPWC SD-624. INV IN: 2568.20 INV OUT: 2567.35 INLET BAFFLE EL. 2567.60, OUTLET BAFFLE EL. 2568.10 D7 17 LF 18" PVC © 0.00% (PERFORATED) D8 71 LF 18" PVC @ 0.00% (PERFORATED) D9 7 LF 12" PVC © 0.50% 14+50 2580 2575 2570 2565 2560 ---�-2555 15+00 D10 41 LF 12" PVC @ 0.50% D11 48 LF 12" PVC © 0.50% D12 48" CATCH MANHOLE PER ISPWC SD-611 D13 100 LF 12" PVC © 0.50% D14 22 LF 12" PVC @ 0.00% NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION O LL 0z w O o� G:f O a-=) a- Of acf) 00 z O 3/14/2022 ❑ Z w _w a ❑ = w w U � S20o¢o ¢ a=0w~ 0o 0��> > Z� 0 Q< m 2 m a�of w �Z0 w z F U 3 nofmz� z rc3❑mw� o oawZ?ZO U) oz=�0 w z o a w � F w O�0) O F wJ�� a Cc U 2❑2� U) ZaLu WS° 7 ❑ F 0 K O C, wle rrw~❑ wm� Q W 0 n Y =ofz, , I � [If mF=z0 O0<0 LLJ w J LL � � n U p ::D Z Q LLu Z Q LL Z z w J_ z J U p m w Q O rr Ir w LLJ � Q M O Ir 0- FILE: 10-20-143_C-205 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT C INCH, SCALE ACCORDII LAST UPDATED: 4/7/2022 SHEET NUMBER: C-205 D1 CB 24 D 1 CB 23 STA: 16+50.00, 25.0' L STA: 15+50.01, 25.0' L RIM: 2572.26 INV IN: 2569.07 12"(E) RIM: 2572.26 "INV OUT: 2568.97 12"(W) INV IN: 2569.00 12(W) INV IN: 2568.47 12"(E) L I INV OUT: 2568.37 12"(S) (E) I D2 D11\ � W16 + W16 o � + W /217 LF 8" N 15100 vli io 16+00 U - - �- - I- w_ SS SS SS - w D5 - -- '' D12 D2 D3 �I D8 II II 2585 12580 '12575 ?12570 -12565 u12560 W17 STA: 17+10.17, 74.0' L 1� Pw�lll STA: 20+37.67, 50.0' L I I I CB 26 D 1 W7 LIN 5 D 1 STA: 19+34.99, 25.0' L r 17+60.00, 25.0' L RIM: 2572.34 2572.21 1 L6 W4 INV OUT: 2569.30 12"(S) D 10 UT: 2569.62 12"(W) STA: 18+39.48, 6.0' L Am 7TT_--- 5 LF 8" `� ---------- W3 W4 L /ATE ROAD C W3 STA: 17+27.85, 6.0' L; - W 1 IF T�y\ W3 16F W 18 F 8" W +1 12 LF 8" 1 +' 165 LF 8" W 1 6 STA: 20+04.00, 6.0' L 3 8 17+00 I- - 18+00 1 4^ 19+00 W - / -1 - - - - - 20+00' W 13 SS S SS SS SS SS W 16 1 Ll W16 W16 W6 W8 W5 S1 - / I D 12 W6 E I S 7+53.00, 23.0' R ELEV: 2574.0 / L , \ - -- -' - -- - - ---- - W - W3 r �/ � ��I D2 D9 -_ W2 W2 STA: 17+27.85, R Ll I W 11 m D4 , -STA: 20+04.00, 21.00' R-\ STA: 17+05.00, 21.00' R _J/ \ W 1 I Q Q f FG 2573.67 ' FG 2573.60 W 1 2 / 04 A V\l9 STA: 17+47.85, 35.0' R 1 O '^ S 1 W 1 STA: 17+07.85, 70.0' R I / � I W 1 4 I W I 1 I \ W 1 W 1 W STA: 17+27.85, 70.0' R Q STA: 20+37.67, 45.0' R STA: 17+07.85, 75.0' R �17+,27.85, N> LL a STA: 75.03 R W 1 0 W 15 - -A- - - - - - - - SEE SHEET C-202 0 15+00 fi 15+50 16+00 16+50 17+00 17+50 18+00 18+50 sl WATER NOTES 0 17 LF 2" POLY PIPE DRAINAGE NOTES 14 8"x4" TEE W/ (2) GATE VALVES AND THRUST BLOCK w1 2" BLOW -OFF ASSEMBLY PER COM SD-W12. PER ISPWC SD-403. D1 TYPE I CATCH BASIN PER ISPWC SD-601 w2 FIRE HYDRANT ASSEMBLY PER COM SD-W8. 15 5 LF 8" C900 WATER LINE D2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC w3 8"x6" TEE W/ (1) GATE VALVE AND THRUST BLOCK PER 1s POTABLE, NON -POTABLE CROSSING. SEE SHEET C-002 SD-627 ISPWC SD-403. WATER NOTES 2 AND 3. D3 SEEPAGE BED J PER ACHD BMP-20 D DIMENSIONS: 10'x99'x4.5' DEEP 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 J PER ISPWC SD-403. MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR w5 2" WATER METER PER C.O.M. STD DWG. W4 TOP OF BED: 2570.50 ws 15 LF 6" DI WATER LINE SANITARY SEWER NOTES BOTTOM OF BED: 2566.00 BOTTOM OF SAND: 2564.50 r w7 68 LF 6" DI FIRE LINE S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. D4 SEEPAGE BED K PER ACHD BMP-20 we 41 LF 8" C900 WATER LINE DIMENSIONS: 10'x45'x4.5' STORAGE VOLUME= 862 CF WATER w9 35 LF 8" C900 WATER LINE MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR 10 48 LF 8" C900 WATER LINE TOP OF BED: 2570.00 w11 BOTTOM OF BED: 2565.50 20 LF 6" DI FIRE LINE BOTTOM OF SAND: 2564.00 20 LF 4" C900 WATER LINE NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION 19+00 19+50 20+00 D5 1000 GAL. SAND AND GREASE TRAP J PER ISPWC SD-624. INV IN: 2568.15 INV OUT: 2567.30 INLET BAFFLE EL. 2567.55, OUTLET BAFFLE EL. 2568.05 ps 1000 GAL. SAND AND GREASE TRAP K PER ISPWC SD-624. INV IN: 2569.05 INV OUT: 2569.20 INLET BAFFLE EL. 2569.45, OUTLET BAFFLE EL. 2569.95 D7 99 LF 12" PVC @ 0.50% Da 99 LF 18" PVC @ 0.00% (PERFORATED) D9 45 LF 18" PVC © 0.00% (PERFORATED) D10 110 LF 12" PVC © 0.50% D11 44 LF 12" PVC @ 0.50% D12 5 LF 12" PVC © 0.0% I - 1 00 � o I U H JU CB J-U-B ENGINEERS, INC. U Z J N c/) p co co W i C:) m 0 Lu O z X a) 00 � 0 - >W i= c c 3 W > o m a- N 20 a w -- Q:f ,_ 00 �/ c TONAL F F'�CENSF�C/7 LU w o w z `r 'O� 6 \ a- �9 4TE Q U) of 00 3/14/2022 CELu Z Z a . .. .... rya ~ a=gym16 { IV. y +j ; "' • • Oz w 0 0 m gg •ice.. �Q�ma oC6 Z K w z ~ >i a m aU' z� z rc3❑mw-f a aZ? z 0 o 0 Oz=FOB w z O p W -Z� w�LLOwm a 2585 Woo�Fs O 2❑2� '. U) Lu z E � O 7 ❑ F 0 K O wofw- f �i 2580 Q Q W O t n Y =CLZDN .[If_wa I m�=zo 0 0 < 0 2575 2570 2565 2560 20+50 HORZ 0 20 40 VERT 0 5 10 SCALE IN FEET w W J LL Ir ZD � C o ZD z Ir F-w z QZD � LL Z z w J_ z J U m Lu ¢ IDc ° W LLJ F ¢ M > O FILE: 10-20-143_C-205 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT C INCH, SCALE ACCORDII LAST UPDATED: 4/7/2022 SHEET NUMBER: C-206 SEE SHEET C-214 FOR CONTINUATION SEE SHEET C-203 STA: 10+80.16, 22.2' L - 1 - + W2 1-� CB 27 D1 v W 1 1 W3 STA: 1 1 +99.98, 17.0' L - JL RIM: 2574.09 _ m W8 STA: 1 1 +85.00, 20.50' L INV IN: 2571.09 12"(E) - - - - - - - - - - - - - - - Tr STA: 10+74.16, 20.5' L \ FG 2574.67 INV OUT: 2570.99 12"(S) ELEV: 2574.L / \ 18 LF 8" D2 W15 W5 rn I W7 W9 - - -- - - 10 OOTA: 10+44.39, 3.0' L z W15 - 1 W11 3 D7 D6 STA: 13+40.34, 3.0' L , y 37 LF 8" - - 75 LF 8r" - 29 LF 8' - - - 155 LF 8" �RI�VATIE rv12 00- W W �71+00W EGo W4 W15ss s ss W4 ss ss S1 ss -ROADD ss s -- - - j W10 rR!? _ i S1 W15 03 m / = = = = =- - W13----------- -- Q ---W12 O 4 D5D2 STA: 10+77.16, 258 R W2W-D3 ELEV: 2575.5STA: 10+83.16, 2'a I STA: 13+40.34, 50 0' R SEE SHEET C-203 12585 12580 12575 A 2570 J 2565 J 2560 �j2555-�- 10+00 10+50 11+00 11+50 12+00 WATER NOTES w1 REMOVE EXISTING THRUST BLOCK AND BLOW OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN STUB WITH 8" GATE VALVE. CONTRACTOR TO DIG & VERIFY SIZE, MATERIAL, AND DEPTH OF WATERLINE PRIOR TO CONSTRUCTION. STA: 15+33.90, 9.5' R. w2 2" BLOW -OFF ASSEMBLY PER COM SD-W12. w3 FIRE HYDRANT ASSEMBLY PER COM SD-W8. w4 8"x6" TEE W/ (1) GATE VALVE AND THRUST BLOCK PER ISPWC SD-403. W5 8%8" TEE W/ (2) GATE VALVES AND THRUST BLOCK PER ISPWC SD-403. ws 8" 11.25' ELBOW WITH THRUST BLOCK PER ISPWC SD-403. w7 8" 90° ELBOW WITH THRUST BLOCK PER ISPWC SD-403. ws 2" WATER METER PER C.O.M STD DWG. W4 w9 18 LF 2" POLY PIPE 10 23 LF 2" POLY PIPE w11 18 LF 6" DI FIRE LINE HORZ 0 20 40 CJ•B J-U-B ENGINEERS, INC. VERT 0 5 10 11 SCALE IN FEET U Z J N � o W2 28 D1 p cfl m 44.0' L- _CB STA: 13+74.45, 17.0' L i RIM: 2575.25 I /I a w o U) o 00 j m o c �? �� Lw INV OUT: 2571.96 12"(W) Z X _ o W 14 10 LF 8" J m ✓ - L u LST13+58,78, W4 - - - - I Z>� '� c 3 STA: 13+69.00, 3.0' L=_,- - -_ - - - - Flo w W -d0--__0Im� - --- i N _------- W6- STA: 14+65.27, 3.0' L i' W6 W3 W 14+00 96rvLF 8 STA: 15+28.1 1, 9.5' R W15 S1 4 LF 8•• ss s ss - SSA FW3 - _ STA: 13+69.00, 23.00' R S 1 FG 2576.29 \ II I I 12+50 13+00 13+50 ©i 26 LF 6" DI FIRE LINE ©i 53 LF 8" C900 WATER LINE 14 41 LF 8" C900 WATER LINE 15 POTABLE, NON -POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. SANITARY SEWER NOTES S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. DRAINAGE NOTES D1 TYPE I CATCH BASIN PER ISPWC SD-601 p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 D3 SEEPAGE BED L PER ACHD BMP-20 DIMENSIONS: 10'x69'x4.5' DEEP STORAGE VOLUME= 1,313 CF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2570.50 BOTTOM OF BED: 2566.00 BOTTOM OF SAND: 2564.50 14+00 14+50 15+00 D4 1000 GAL. SAND AND GREASE TRAP L PER ISPWC SD-624. INV IN: 2570.80 INV OUT: 2569.95 INLET BAFFLE EL. 2569.20, OUTLET BAFFLE EL. 2569.70 D5 69 LF 18" PVC © 0.00% (PERFORATED) Ds 174 LF 12" PVC @ 0.50% D7 41 LF 12" PVC @ 0.50% 2585 2580 2575 2570 2565 2560 -�-2555 15+50 NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION O LL 0z w 0 o� G:f O w=) a- Of ac/) 00 z O 3/14/2022 ❑ Z w zw ❑ = w w U 20o¢o ¢ awQw 00��> > Z� �Q�ma m O vi � (D of w "zo z<3: (r 3N�'.z� z rc3❑mw-f o JNDZO U) oz=�0>, w z o o �Z� w F w O 0 O r �J�� w Cc U CC:, W. U) Lu Z L =0 7 ❑ 0 O F w ww > wm3: Q Q w O t n Y = ofz D m I ��w� m�xzO O 0 < 0 w W J LL Ir ZD � IF- n U o ZD z Ir F-w z Q � Z � z w J_ Cl) Z J � mw o ¢ I>Y Ir W LLJ F ¢ M > O FILE: 10-20-143_C-207 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT C INCH, SCALE ACCORDII LAST UPDATED: 411112022 SHEET NUMBER: C-207 WATER NOTES w1 REMOVE EXISTING THRUST BLOCK, BLOW OFF ASSEMBLY, AND APPROXIMATELY 7—LF OF EXISTING WATER PIPE TO ENSURE MINIMUM 10—FT SEPARATION TO SEWER AND CONNECT TO EXISTING 8" WATER MAIN STUB. CONTRACTOR TO DIG & VERIFY SIZE, MATERIAL, AND DEPTH OF WATERLINE PRIOR TO CONSTRUCTION. STA: 1 1 +99.00, 37.7' L. w2 8" 45" ELBOW WITH THRUST BLOCK PER ISPWC SD-403. w3 165 LF 8" C900 WATER LINE w4 33 LF 8" C900 WATER LINE w5 2" BLOW —OFF ASSEMBLY PER COM SD—W12. ws 8"x8" CROSS W/ (3) GATE VALVES AND THRUST BLOCK PER ISPWC SD-403. w7 44 LF 8" C900 WATER LINE w8 51 LF 8" C900 WATER LINE w9 POTABLE, NON —POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. SANITARY SEWER NOTES s1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. DRAINAGE NOTES D1 TYPE I CATCH BASIN PER ISPWC SD-601 p2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 D3 SEEPAGE BED M PER ACHD BMP-20 DIMENSIONS: 10'x24'x4.5' DEEP VOLUME= 451 CIF WATER MIN. ALLOWED INFILTRATION RATE =0.50 IN/HR TOP OF BED: 2571.00 BOTTOM OF BED: 2566.50 BOTTOM OF SAND: 2565.00 p4 1000 GAL. SAND AND GREASE TRAP M PER ISPWC SD-624. INV IN: 2570.95 INV OUT: 2570.10 INLET BAFFLE EL. 2570.35, OUTLET BAFFLE EL. 2570.85 D5 24 LF 18" PVC @ 0.00% (PERFORATED) D6 21 LF 12" PVC @ 0.50% NOTE: ALL SAND AND GREASE TRAPS SHALL HAVE 20" BAFFLE SEPARATION 11 c 0 N U� H w w U w 2585 2580 2575 2570 2565 2560 2555-f-- 10+00 II I I I 10+50 1 1 +00 1 1 +50 12+00 I � I I II I I I I I I � -ass—-- W2 c, STA: 1 1 +99.00, 37.7' L W1 I W4 _x I L=29.98' 0=50'30'51 " R=34.00' I I / ` I � I a / O/ �I LLJ z I I Lu co 2585 2580 2575 2570 2565 2560 —�2555 12+50 (JUB I 1-1.1-13 ENGINEERS, INC. U z j N C/) p o LLJ i O 00 m o Lu tom Z x 0 HORZ 0 20 40 Lu i= � oN z § U)Lu 0 � VERT 0 5 10 0 SCALE IN FEET m N O \NAL FC'SAL O ENSE%L 0z w0 'OF__ 6 Q�U O9 qTE Q (A99g1 OF �z s .moo 0 0 3/14/2022 -� CE Y) W �,�..,.....,...o..o Q F w Q F 2,zo C 16 IV.¢ z w 0 o0�_Jm m W �Q�ma O z0 zF�am� � N 'z z rc 3:2M W O zo, u ,gm oz=�0 w z W0Z w w O 0 O r w �J�� U U) Lu ZW. .0 of o wKwrO w wm� Q Q W 0 t n Y = of D N �of�w� ?W=z0 0 0 < 0 g Lu Lu J O Z U o ZD Z Q F- LLu Z Q Q LL Z z Lu J_ ZD z J LLJ m Lu Q O rr, Ir Lu LLJ F Q M > O rr a_ FILE : 10-20-143 C-207 JUB PROJ. # : 10-20-143 DRAWN BY: ,IGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT C INCH, SCALE ACCORDII LAST UPDATED: 411112022 SHEET NUMBER: C-208 2580 2575 2570 2565 2560-�— 0+00 W3 v 3 93 W4 0+00 J3 W2 1+003 9 2+00 93 3+00 STA: 3+56.51, 0.00' m �90 LF 8" W W I �, 257 LF 8" oI - W U3 \ 93 93 93 03 03------- ----- m I I — — — _ — _ _STA: 0+99.97, 24.93' R �� 6` cn I ' c�i mI I --_ o SEE BELOW MATCHLINE STA: 4+00 SUBGRADE @ PIPE [EXISTING GRADE - - ----- ---- � PIPE - ------------�-- — — — — — 90 LF 8„ PVC z 82 LF 8" PVC 175 LF 8" PVC 44 LF 8" PVC 0+50 1+00 SEE SHEET C-211 I I I � I I30 O C)Lu + I � I H �G EG 0 —� cow W )0 I U3 W , 53 LF 8" U33 5+00 W87 LF 8" Lu Z M W � U I EG 6+21 EG EG I W5 I I I � I I I I � I 04' :Zil I•I PI 2560 1 4+00 1+50 2+00 2+50 3+00 3+50 cn (n NW2 EG EG I 6+00 W7 EG EG I- W W 71-4 +0�0 288 LF 8" 8+00 I w W�—= EG EG EG EG E( w Lu C SS SS S1 I W1 STA: 5+72.24, 23.00' R — — — — — — — -II - — — -- -- -- — — — -- EXISTING GRADE SUBGRADE ® PIPE O PIPE � z 24 LF " PVC 53 LF 8" PVC 87 LF 8" PVC 270 LF 8" PVC 112 LF 8" PVC ® 0.40% 4+50 5+00 5+50 6+00 6+50 7+00 7+50 OPAT111 olpmL.7 p��1l7 18�0 1 2560 8+00 2580 2575 2570 2565 --1-2560 4+00 (JUB 1 J-U-B ENGINEERS, INC. z J N U7 p � co o HORZ 0 20 40 w i o C° O Z_ x m � 00 �� Lu VERT 0 5 10 C5 SCALE IN FEET Lu 0 00 � a_ N Of O LL 077 W �"y(E IDR IAN;- >O O 1-- a a- Of Q c~n 2[, I-- Z �t ZU • Y fir. •, ti WATER NOTES w1 2" BLOW —OFF ASSEMBLY PER COM SD—W12 w2 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403 w3 REMOVE EXISTING BLOW —OFF AND CONNECT TO EXISTING 8" WATER LINE W4 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD-403 w5 23 LF 6" DI FIRE LINE ws 17 LF 6" DI FIRE LINE w7 POTABLE, NON —POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. SEWER NOTES s1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. 3/ 44/2022 o F L a zw � � � = w w U ae - O ¢ o ¢ a=Om~ CL OOF J? } Z mamma Co O � Z<0 ZE} zF§am<, a 3�nmNZw Z rc3�m"'m o oammz0 U) o Z= F o� w Z o a w � F w O0O1¢ a U =o�= o Z��S° > C, W. w a Q W Q V Y = m z M �m wx m mF=zO g 0,<n W cr ZD Lu U LL cr C/) F--- Lu p Q ErQ Z Z LZ cf) > Y Y Lu z_ J J m LJJ Ir c w W Q FILE : 10-20-143 C-209 JUB PROJ. #: 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKEDBY DSM ONE -I AT FULL SIZE, IF NOT C NCH. SCALE ACCORDI LAST UPDATED: 4/20/2022 SHEET NUMBER: C-209 W1 ------ W3 STA: 8+60.74, 16.00' L STA: 8+87.45, 0.00'� EG 9+00 _ 1W o t�+ '--- W7 y,A STA: 8+60.74, 0.00 n< N\P EG 9 Z� n� 5 v CI \ 00 2580 2575 2570 2565 SEE SHEET C-204 — �d — — - W4 w1 I_--\ ` 3Yd STA: 9+87.45, 0.00' STA: 11+71.45, 20.00' L \ \ W3 _\ f 10+00 EG I ST� + 1 \ 0.00' � 1 1 +00 EG W6 y W S58'17'07.W6"E 227.25' 184 LF 8" FG EG w 43 LF 8" 12+00 0' ` EG W W F i6'54'35.70"E 100,00' EG W7 W4 \ SS ` — — — — — — —I STA: 12+12.97, 0�X SS S56'27'31"E 3�7578' ��' 1 � ----------------------- SS SS � S1 ` � Y i (JUB I J-U-B ENGINEERS, INC. U z J N — HORZ 0 20 40 Cn p C0 W 'cn C ) pp o rLX \jd LLI = "t Q M U x — VERT 0 5 10 z 0) W += s= oc\j .� W2 �` i I SCALE IN FEET STA: 12+31.87, 0.00', zcz �, CD d co w w Q� �U) w EXISTING GRADE SUBGRADE ® PIPE @ PIPE 53 LF 8" PVC 27 LF B" PVC 100 LF 8" PVC 184 LF 8" PVC 43 LF 8" pVC 17 LF 8" I 87 LF 8" PVC ® 6.40% 337 LF 8" PVC @ 0.40% MH 14 2560 — 8+00 11 8+50 9+00 9+50 10+00 10+50 11+00 11+50 WATER NOTES 12+00 2580 2575 Ivc 2_570 2565 --2560 12+25 w1 2" BLOW —OFF ASSEMBLY PER COM SD—W12 w2 8"x8" TEE W/ (2) 8" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403 w3 8" 22.5' BEND WITH THRUST BLOCK PER ISPWC SD-403 w4 8" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD-403 w5 16 LF 6" DI FIRE LINE ws 20 LF 6" DI FIRE LINE w7 8"x6" TEE W/ (1) 8" GATE VALVE, (1) 6" GATE VALVE, AND THRUST BLOCK PER ISPWC SD-403 SEWER NOTES S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. Of O LL �z w0 of0 a-=) a-Ir a� 00 z O 3/ 44/2022 w z _w F ¢ m = W W O � " . O ¢ O ¢ a = O w ~ Q O OFJ? } Z, m mamma m � z o z ��amca7 3�nmNZw Z rc3�mWm o o¢w�ZO '1) oZ =Fob w Z O w O��Z� w m a w O�O�¢ Ir C) � O 2 �� Dv� Cc) (/7 Lu Z Lu F > O2 C) �K �Wm�o W� ¢ Q W ~O ZD M =m(� nm Wm m m �xzO O u ¢ u LLJ w J_ U LL O cr v ) CL F--- Lu p Q ErQ z Z LZ (/) > m Y Y w z_ J co cc Ir cr w w Q IF- 3: FILE : 10-20-143 C-200 JUB PROJ. #: 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKEID BY: DSM ONE —I AT FULL SIZE, IF NOT C NCH. SCALE ACCORDI LAST UPDATED: 4/20/2022 SHEET NUMBER: C-210 SEE BELOW MATC LI E S A. 3+50— - - I w w- 41 in / _ STA: 0+80.19, 0.00' �1�15 E` EG EG GEG EG EG 0+00 —M80 LF 8-- �. 1+00 --M ---1P1 — — —— 2+00 � — 221 LF 8" —+�Q ----------- U --- —— M — — — —- -W9 i � w I EG EG -' V1, - w W6 EG EG EG �1 tU STA: 0+00.00, 0.00' W 2 w l STA: 0+80.19, 44.50' R 2580 WATER NOTES w1 2" BLOW —OFF ASSEMBLY PER COM SD—W13 w2 REMOVE EXISTING BLOW —OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN STUB. DIG AND VERIFY DEPTH AND LOCATION. w3 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403 W4 8"x4" TEE W/ (1) 4" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403 w5 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST BLOCK PER ISPWC SD-403 ws 8" 45° BEND WITH THRUST BLOCK PER ISPWC SD-403 w7 8" 90" BEND WITH THRUST BLOCK PER ISPWC SD-403 w8 4" 45° BEND WITH THRUST BLOCK PER ISPWC SD-403 w9 53 LF 8" C900 WATER LINE 10 75 LF 6" DI FIRE LINE w11 30 LF 4" C900 WATER LINE 0 80 LF 4" C900 WATER LINE 0 60 LF 8" DI FIRE LINE 14 50 LF 8" DI FIRE LINE 15 8"x8" TEE W/ (1) 8" GATE VALVES AND THRUST BLOCK PER ISPWC SD-403 1s 22 LF 8" DI WATER LINE 11 pA�b0 2570 2565+- 0+00 /�\ ' � vv i . STA: 2+49.87, 215.13' L i i i i i / / 0+50 1 +00 1 +50 STA: 3+01.41, 0.00' 2+00 2+50 SEE SHEET C-209 �J U LJ+ LJ L� "U LrJ - - - - � � W� _-r- - - - - - - - - - - - - - - - - - ---- - -------- ��STA.69.02, 220.99' L 23 LF 8" STA: 4+35.00, 30.00' L\ 0 w STA: 4+29.97, 0.00' � EG W 1 03 — STA: 4+40.00, 50.00' L w 3 w 00 w U- 3 00 __ � ___ STA: 4+40.00, 0.00' — — —++ — EG EG EG I LO M 5+ MO 181 LF 8° MI M6+00 w W5 6+21 W4 EG EGSTA: 6+20.96, 0.00' R I 3 STA: 4+35.00, 0.00' rn W3 STA: 4+07.97, 0.00' i + SEE SHEET C-209 i i STA: 4+07.97, 75.00' L d I 2580 i 00 2575 SEE ABOVE 2570 MATCHLINE STA. 3+50 2565 3+50 4+00 4+50 5+00 3+00 5+50 L HORZ 0 20 40 VERT 0 5 10 SCALE IN FEET f►4f:1i] PA�A7 2570 2565 3+50 2580 2575 2570 2565 6+00 6+25 0 LL Cz Ed >0 0� G:f 0 a-=) a -Of a� U) �z 00 z 0 (JUB J-U-B ENGINEERS, INC. U Z J N cn p co co W i000 mo Lu �p c� Z x a) _ Lu oN 3 Z § U) 0 � m C:) a- p N 3/14/2022 m W �w Q 0 = W W U 0 O a O ¢ d = U m ~ Q 0 zw w, > Z to �ama m �UK'w zm< z� z rc 2 0 W o oaN:?Zo 10 o z= F O W Z o a w m F w O co, O F w C) a U 9o = ZS W. o °�� wm K K W ~ 0 W m a Q W O n Y =�z U W w mF=zO O 0 < 0 W m J U LL V) (L W p Q Q Z z Lu CL Cl) > Co Y W Z_ J J coW 12 � W FILE : 10-20-143 C-200 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE W AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 4/20/2022 SHEET NUMBER: C-211 i STA: 2+14.30, 25.00' L ,EG- W 3+00 W — — EG — - W 225 LF 8" D STA: 2+14.30, 0.00' HORZ 0 20 40 VERT 0 5 10 SCALE IN FEET SEE SHEET C-202 I� W1 _17—T--� —T STA: 4+81.28, 25.00' L ill X I /I I\ \ / \ / / 1" III A \ W14 dl / 1� �� W1 W3 W 13 I STA: 5+71.61, o:Ool I �'— I ✓ DO s1 — W EG W 5+00 1 38 LF 8" +7 0 42 LF 8" W M I j 0 W3 O W 13 EG EG EG W 1 1 S1 W8 F2573.0 STA: 4+34.44, 4R ELEV: W10 STA: 1 +67.36, 42.00' R r-- — — — — — — 1 ----- - W5 I m W1 STA: 1 +43.60, 42.00' R STA: 4+39.44, 46.03' R\ I I (ELEV: 2573.0 WATER NOTES (,Al)2" BLOW -OFF ASSEMBLY PER COM SD-W12. W2 FIRE HYDRANT ASSEMBLY PER COM SD-W8 STA: 0+17.00, 9.00' L w3 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403. W4 8"x8" TEE W/ (2) 8" GATE VALVES AND THRUST BLOCK PER ISPWC SD-403. w5 2" WATER METER PER C.O.M. STD DWG. W4 ws 9 LF 6" DI WATER LINE w7 42 LF 2" POLY PIPE w8 42 LF 6" DI FIRE LINE w9 25 LF 8" C900 WATER LINE 10 100 LF 2" POLY PIPE w11 46 LF 2" POLY PIPE 46 LF 6" DI FIRE LINE ©j POTABLE, NON -POTABLE CROSSING. SEE SHEET C-002 WATER NOTES 2 AND 3. 14 25 LF 6" DI FIRE LINE I SANITARY SEWER NOTES s1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. STA: 3+97.03, 99.79' R ELEV: 2573.0 S a f Q m U) �I w 00 X w l� � I > �I SEE SHEET C-202 -- ---�. _8LF8 - - ---- ------- - EXISTING GRADE ® PIPE --------------- ------- - - - - - - - - - - - - 40 LF 8" PVC 30 LF 8" PVC.. 38 LF 8- 156 LF 8" PVC ® 0.40% 369 LF 8" PVC LF 8" PVC @ 40_LF g" 0.40% 38 LF 8" PVC 60 40 LF 8" PVC ® 0.40% 101H 8 MH 8 ® 0.40% MH 9 _ 50 LF 8" PVC SEE SHEET C-201 STA: 0+ 17.00, 9.15' L Wl FIG 2571.76 STA: 0+05.00, 0.00'A W2 -� I W6 I I II W3 _ 0 i00 40 LF 8" 1 I I I I I W3 STA: 1 +67.34, 0.00' R *1+00 w 1 10 LF 8" S� EG I i� I I Q I 1 II I / IV Q ��--- w — S1 ~ I N I I 0- SEE SHEET C-201 75- 70- W7 ss - CD JU CB J-U-B ENGINEERS, INC. U z J N C/ p co co LU U)c:) m 0 Lu �p �-6 Z x a) — = Lu oN 3 W §U) 0 � m C:) d p N 3/14/2022 o Z w a Zw I ] = W W U �0o¢o ¢ a=0m~ °o�J> z� m tQ ma m 0,- , x ' � 0 w z�?�> zF�am� 3N�mz� z K2�E] W -f o ogN�Zo 1 oz=�°>, w z w w O U O F �J�� a Cc U =o= =Em5° o >w°� (K w ~ 0 Q W 0 t n Y =of zDM �[If �w� g ?�=z0 00<n W rr =D W J_ U LL O Cn M F- W � p Q Q H Z LL z c- W C/) > U -2575 z J z cow Ir II W -2570 LL' O -2565 2560 FILE : 10-20-143 C-212 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM .� 2555 CHECKED BY: DSM ONE INCH 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 C INCH SCALE ACCORDII LAST UPDATED: 4/20/2022 SHEET NUMBER: C-212 WATER NOTES SEE SHEET C-205 --'7 -- — — — — - 0 \ - _ +- \ w 9 1N P NATE RCIA C —00 m i W3 STA: 0+48.80, 0.00' s \ Fc W5 S 1+16.00, 17.00' L W1 � W4 \ S • +21.00, 10.00' L W2 \�i �v W6 I I w1 2" BLOW -OFF ASSEMBLY PER COM SD-W12_--_--------_-_ o w2 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST �`� �� W3 W4 \ STA: 1 +63.59, 0.00';- BLOCK PER ISPWC SD-403 �\ \ \ EG G - _ EG G= v v 2+00 — '3+00 321 LF 8" 4+00 , — LU w3 8" 45° BEND WITH THRUST BLOCK PER ISPWC �\ - w w I _ _ - w I w w z w SD-403 �\� �� 65 LF 8" - _j LU w4 8"x4" TEE W/ (1) 4" GATE VALVE AND THRUST �� ,� W5 - -® - EG -EG � � EG ® ® Q W BLOCK PER ISPWC SD-403 - ------� \ v\\ W1 w5 17 LF 4" C900 WATER LINE I I \ \ STA: 2+28.00, 17.00' R ws 10 LF 6" DI FIRE LINE I I� �\ -�- 2580 2575 2570 2565 — 0+00 EXISTING GRADE ® PIPE SUBGRADE @ PIPE 45 LF 8„ pVC 67 pVC z 47 LF 8,, pVC 65 LF 8" PVC 222 LF 8" PVC 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 2580 2575 2570 --�-2565 4+50 JU CB J-U-B ENGINEERS, INC. U z J N c/) o co co HORZ 0 20 40 W � Q o U U � Z x a) _ 0 W VERT 0 5 10 =3 CZ 3 SCALE IN FEET W 0 m C:) a- N 0 LL Cz w o p -�. p,(F IDFZ IAN� Y Q' C) �J a- ., �z 17 • z U 3/14/2022 o Z w Q Zw. Q I] 20o¢o ¢ a =0m~ 00�> � > Z F n �<� 0 m o(�: - �z0 w z F�am< 3 N��z� z rc�omw� o o<w u oz=�oJ w z W=Z w = O O w F wJ�� a Cc U =o= ZEW�° In o 'ww°� (r K w r 0 wm� Q Q w O t n Y = ofZ D N � [If W m � � = Z O O 0 < 0 W ui J_ U U- � rr O I>Y C/) F— W Q Cr ILL F_z z LZ C/) > o Y Y W Z_ J J co W Ir W W Q F_ 3: FILE: 10-20-143 C-213 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ON�INCH � AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 4/20/2022 SHEET NUMBER: C-213 WATER NOTES &D 2" BLOW —OFF ASSEMBLY PER COM SD—W12 w2 8"x6" TEE W/ (1) 6" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403 w3 8"x8" TEE W/ (2) 8" GATE VALVE AND THRUST BLOCK PER ISPWC SD-403 w4 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD-403 w5 2" WATER METER PER C.O.M. STD DWG. W4 w6 17 LF 6" DI FIRE LINE w7 80 LF 2" POLY PIPE ws 100 LF 6" DI FIRE LINE w9 2" BLOW —OFF ASSEMBLY PER COM SD—W13 SANITARY SEWER NOTES S1 SEE "OUTERBANKS SANITARY SEWER" SET OF PLANS. 2580 2575 2570 2565 -�— 4+50 5+00 SEE SHEET C-206 FOR CONTINUATION -- --T/ -- I Lo w � , EG W2 — — — — \ ECSTA: 6+31.32, 0 00 z Lu w ' — _5W 00 — — — — w 82 LF 8" 6+00 YY \ Lu �— EG EG _ Ea W6 W1 i m STA: 5+49.00, 17.00' R 0 I I � I -- — — — — —— ------ m — — — — — — — — — — C \ \ 0 \ W5 \ STA: 7+35.00, 80.00' R 1 ELEV: 2575.50 fl -- EGG 0 _ I I I EG w EG w A W8 I W9 STA: 7+45.00, 100.00' R m f l j W2 imi STA: 7+45.00, 0.00' 00 J 01 I o +I 1 01 I 1o00 rn I � 0 \77 � wz Lu I- \ _ aj 0 W4 Lu0 STA: 8+47.47, 0.00' �i i ILL I .SS 1 s1 SUBGRADE CAA PIPE GL ---- ------ ------ ----- ------ ------ — --- ----- 114 LF 8" PVC 5+50 6+00 6+50 7+00 EXISTING GRADE @ PIPE - 109 LF 8" PVC 7+50 8+00 2580 2575 2570 --�-2565 8+50 JU CB J-U-B ENGINEERS, INC. r U z J N G7 p Co co LIJ i O a0 m 0 Lu U Q HORZ 0 20 40 z x N_ 0 Lu = No 3 z§C/)CZ VERT 0 5 10 Lu o SCALE IN FEET 00 N O F5\NAL 0 ENSF�c/7 C Z W � C 6 Q U) 09 aTF of 00 3/14/2022 o Z w L a Zw F a =wwU Y 0 0 a 0 ¢ a = 0 m ~ 0o 0��> > Z� �a�ma m 0 C6 Loaf w W,zo> z F§am" 3 N<0z� z rc 30 o o<NZ?ZO 0 0zF°J w Z w w Oco, O F wJ w Cc U 2 �2� =�w5° U) o <�w°� wwKw~0 w m�a Q w O t n Y =ofzDm �[If �_� O ?�=z0 O 0 < 0 Lu � Lu J_ U u_ � O IIr v) F— Lu Q Q ZD ZD Q Z z Lu c/)> Q Y Y Lu z J J co BC LLJ LL] Q F_ 3: FILE: 10-20-143_C-213 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ON�INCH � AT FULL SIZE, IF NOT ONE 'NC', NCH SCALE ACCORDINGLY LAST UPDATED: 4120/2022 SHEET NUMBER: C-214 � a I EG EG rn EG EG � .11 +-& ERR __ LEGEND ( V B I 0 HEAVY DUTY ASPHALT ENGINEERS, INC. U Z J N Cn p Co co Lu i O 00 co 0 W Z3�p � Z x a) — LL s= c 3 Lu o co� o p N 0_ O FSs\NAL c,ENSF�C/� 0 Z W O ofC 6 O9 9TF Q Ir OF 99g1 �z s. 0 3/14/2022 z o F zwLf) w Q = w > O ¢ O ¢ a =0m~CL OO zw } mamma O m 3: . �z0 z ��amca7 a 3�nmNZw Z rc3�m"'m O oa��Zo U) a z 0 w m a U 2 ��D � cn Lu z KvO 7 1 �(E IDIAN"- t ~ z Jwm a mFw �T F m m=a}� ui U �Lu rr Q � LL — Lu C/) > Y Y mLuL cr Lu 0 FILE: 10-20-143_C-400 JUB PROJ. #: 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKEID BY: DSM ONE —I AT FULL SIZE, IF NOT C NCH. SCALE ACCORDI LAST UPDATED: 4/20/2022 SHEET NUMBER: C-400 FG 2571.43--V FG 2570.93 I 6.53% 0 FG 2571.53- a FG 2571.03 I FG 2571.69-\. /-FG 2571.74 Lo t FG 2571.19 273 FG 2571.29 O D D it-FIS 2570.93 5.577 -FG 2571.43 o, rn �-FG 2571.53 �257103 FG 2571.75� �FG 2571.69 FG 2 ro cLo FG 2571.29 11 76% FG 257 1. 19 FG 2572.04 0.99% 0.99% FG 2572.09 FG 2572.09 FG 2572.04 r N M FG 2572.54� �FG 25712.59 I FGb�/ FG 2572.67--5 6 G 2572.17 FG 2572.17o I� -FG 2572.67 m 0 5.90% 0 0 FG 2572.72- G 2572.22 �FG 2572.72 FG 2572.22 RAMP DETAIL SCALE: N.T.S. ROAD C I Lu 4 RAMP DETAIL SCALE: N.T.S. FG 2577.57 rFG 2577.33 bt I1 --1.92% FG 2576.83 97 3.13% ,--FG 2576.47 � rn 0 2 FG 2575.65 m l m \ I 2 RAMP DETAIL SCALE: N.T.S. FG I572.80-,\ /-FG 2572.85 II FG 2572.49- �FG 2572.44 1.017. \� 1.007 FG 2572.30 FG 2572.35 FG 2571.99 qa- FG 2572.71 1.047. FG 2572.76 X-NX FG 2573.21FG 2573.22 5 FG 2572.57 FG 2573.07-J 7.72%tFG FG 2573.04= 2572.54 5 RAMP DETAIL SCALE: N.T.S. FG 2572.45 1.00% FG 2572.40 I FG 2572.95-' �-FG 2572.90 FG 2572.57 ��FG 2573.07 I o o FG 2572.54 f ----FG 2573.04 JS CB J-U-B ENGINEERS, INC. FG 2573.50--\ FG 2572.18 FG 2572.00 bt O "FG 2573.60 d 7.53% rn D 5.91 % Z J N FG 2572.63� I cli "t O FG 2571.99 -FG 2572.63 Uj c co co FG 2572.69� �FG 2572.71 D FG 2572.13 FG� 2572.77 �FG 2572.87 U) p 00 E W - O m 0 04 W v � Q co -6 rn 00 z_ x � _ o .? "t 0.50% (� W N FG 2572.60 0.50% FG 2572.62 z FG 2572.50 FG 2572 52 W - 0 I ROAD C m C:) a- z N � - - - -�_ 0 z W � C 6 Q U) 09 aTF of 99g1 �z 0.50% 0.50% 3 14 2022 FG 2572.59 FG 2572.56 FG 2572.56 ��G 2572.58 z U 0 ro o o W Z FZ ¢ � ui F W wpm � _ 2i U U J �FG 2573.06 cf ¢ Z FG 2573.06-/ \-FG 2573.08 ofw ° w ° FG 2573.08 zmw ¢ 00w�> > Z n m �<� 0 O vi�3 x �c�0 I,Z zF�am< z� z RAMP DETAIL Q�W.mwoo ogN�ZO u, 3 a= w 0 o� SCALE: N.T.S. N � W 0 0 wm a w O U� r � �J�3�� U xo�m U) Z�w�� o JD� wOw�c� z W ¢ zW Z0 ° FG 2572.90 G 2572.82 5.86% � I FG 2572.47 �FG 2572.97 1.30% r FG 2573.01- o o �FG 2573.02 FG 2572.79 FG 2572.52 FG 2572.98 FG 2573.04 00 Lu No I M Ir 0.65% �i 0.50% ZD FG 2572.51 FG 2572.54 FG 2573.21 FG 2573.18 V ZD U) �W J ROAD C w z z Q Cl) > 2 O Z Y J 0 m Lu � I � FG 2572.60 1.99% FG 2572.70 0.50% FG 2572.84 � FG 2572.87 o cq FG 2573.18 FG 2573.22 JFG 2573.50J� 2 02% rn a 2.21 % �FG 573.37 73.35 FG 2573.50 (V FG 2573.11�� FG 2573.28 FG 2573.32 F-\--FG 2573.48 &EAMP DETAIL SCALE: N.T.S. FILE JUBPROJ #1 :10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT INCH SCALE ACCORE LAST UPDATED: 4/20/2022 SHEET NUMBER: C-401 FG 2573.68-�,FG 2573.43 FG 2573.85 4.16% " 0 6.66% "-FG 2574.35 5.95% 00 FG 2573.72� o �_ FG 2574.47� FG 2573.97 FG 2573.65� FG 2573.47 FG 2573.90 �FG 2574.40 FG 2574.52 FG 2574.45� p' I FG 2573.69 FG 2574.02 6% m 2.00% 0• FG 2573.19 FG 2574.11 FG 2574.21 FG 2573.15 I FG 2574.86-\ FFG 2574.73 ROAD C C 2.00% FG 257A7-7 FG 2574.23 ROAD E FG 2�'FG 191.02% 2573.75 FG 2574.51 FG 2`574.58 00 0 f 2574.25 to FG 2574.09 FG 2574.56 7.60% FG 2574.14-/ 2.52% FG 2575.08 � � �FG 2575.01 c1Oy 0! FG 2575.06 FG 2574.37 FG 2574.19 FG 2574.61 -FG 2575.11 7 RAMP DETAIL SCALE: N.T.S. .11 FG 2574.1 FG 2574.1 2573.64 O FG 2573.67 � FG I 8 RAMP DETAIL SCALE: N.T.S. 2574.14 2574.17 7.69% FG 2575.30 FG. 2575.66 7.69% FG 2575.80� -FG 2576.16 rn 0 � t0 FG 2575.88-\ o FG 2575.38 FG 2575.69 ' FG 2576.19 FG 2575.28-a i-FG 2575.32 a\ 0 0 0.80% FG 2574.90 ro FG 2574.86 ROAD D FG 2575.54 0.77% FG 2575.58 FG 2575.60 FG 2576.00---"' N FG 2576.08-\ 6.64% FG 2575.68 FG 2575.66 7.71 FG 2576.20- 0 ui FG 2576.13 &ERMAP DETAIL SCALE: N.T.S. 2575.68 G 2575.70 FG 2576.04flll,-FG 2576.54 G 2575.63 FG 2575.94 *\--FG 2576.44 FG 2574.79 1.00% I�FG 2574.74 o \ 0 I \ ro FG 2575.26-/ 75.17 FG 2575.21-1 FG 2574.71 0.82% N FG 2575.26- - FG 2575.33 9 RAMP DETAIL SCALE: N.T.S. &EAMP DETAIL SCALE: N.T.S. I O 0 6.337 /-FG 2574.59 FG 2574.06 �$ FG 2574.54 ��FG 2574.61 FG 2574.11 �bt 0 0.60% FG 2574.16 FG 2574.19 ROAD D W 1.98% FG 2574 40 6.91 Fr'C8.067- FG G 25 74.94 2574.1R4.80 FG 4.83VFG 2575.334.93 fJUB J-U-B ENGINEERS, INC. Z J N L/ p c0 co o rl- W U)C:) m 0 O W v -,:j-Q 0�-6 Z x a) - Lui=c 03 W §U) 0 � 00 � Q N 00 3/14/2022 ❑ Z mow. ❑ = w w U � �<o¢o a=Qw 00��> > Z F n ,QIXma m O C6 -cD of w w�Z0> I,z < 11 z < .i- -E� o o�N�Zo u, a==�0� o w Z o W��-Z� w F w O U O F W �J�� U 2❑2' U) Lu L mw � O 7 ❑ F❑wwOx3 of pp/ -�'Y1 E IDIAN^- R w of ❑ c w � z w m J W F W Q W O toof Y ir=K� W CL TTTT .f.• •;LIM.• W 'F=ZO O O U ¢ U Z i ,% W Ir ZD U ZD Ir CAW Q � U_ ~ z LZ Ci> pp p Y cow Ir W 0 J_ Q W Q IZ Q FILE : 10-20-143 C-400 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE INCH AT FULL SIZE, IF NOT C INCH, SCALE ACCORDII LAST UPDATED: 4/20/2022 SHEET NUMBER: C-402 FRANKLIN RD. FRANKLIN RD. SD - - - SD - SD - - SD - -- FG 2568.40 X - - - - W j ;�17 FG 2568.28 FG 2568.52 O FG 2567.7- - - - UT - /T UT FG 2568.47G 2567.65 . p FG 2567.62 G 2>8.90- EG 2567.99t� 0.56% /LFG 2568.81 F�2568.44 1.30% P/L P/ FG 2568.45 FG 2568.90 3/d _4.31% 3/d-3/d .88%G 2568.09 FG 2567.72 J�/ FG 2567.70 3/d FG 2568.38 FG257.82 r�uFG 2568.57 � FG 2568.50 G 2658.05 FG 2567.80 FG 2568.91 O FG 2568.56 FG 2569.00 F2569.00 G /d 603/d - - >FG 2582FFG 2568.70 3/d - 3/d &IAMP DETAIL &IAM P DETAIL SCALE: N.T.S. SCALE: N.T.S. r i I 2575.29--' FG 2575.23 ODE G 2575.57 �I I �3)91 I r FG 2575.46 I I IF 2575.89 3 2575.94 c T II 8_RAMP DETAIL SCALE: N.T.S. m Z m 0 � I I I I I I FG 2577.40 w T J�FG 257 FG 2577.1 I FG 2577.22 I i a I FG 2577.22, FG 2577.24 h I I m �0 I w I I I r II I I � I I ml Za w T, r m I ROAD D I viz �I a w I I `I FG 2578.38 I I I FG 2578.17 p• 9g1 i W FG 2578.44 FG 2578.146 Iv� N FG 2578.23 a I I FG 2578.32 II w m h I I I a II I DETAIL &EAMP SCALE: N.T.S. fJUB J-U-B ENGINEERS, INC. U z J N p Co o LLI i CDQO m O Lu v � m c Z x a� - 0 LuLLI += c 3 W 3: J) 0 � m ( d D N 3/14/2022 o F L Q Zw. Q = w w U o 2 O ¢ a=0m~ 00�> � > Z F n 'QIXma m O co �(D of w Z0> zF< z� z rc3�mw� O JN�ZO (0 z o=�°>' w z o W��Z� w F w o� O F a Cc U =o�'o cn o ZEWS° ,.W°§ �Kw~0 wm�Q Q W O t n Y = of , N 1 m of m�='z O 0 < 0 Cn J_ Q H UJ 0 a_ Q FILE : 10-20-143 C-400 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ON�INCH � AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 4/20/2022 SHEET NUMBER: C-403 P/E 34-FT PUBLIC ACCESS AND UTILITY EASEMENT *VARIES* 5' *VARIES* 17-FT TO 25-FT q *VARIES* 17-FT TO 25-FT 9 CONCRETE CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 TYP. 12% MAX t— 4 2% 2% 2% MAX 77 y.1 CONCRETE SIDEWALK CONCRETE SIDEWALK PER ACHD /��V�MIXAPG. 58-28-3 1/2' SUPPLEMENTPERCITO SUPPLEMENT TO ISPWC SD-709 95% COMPACTED SUBGRADE _l---- 6" OF 3/4" CRUSHED GRAVEL ISPWC SD-709 TYP. TYP. 0 TYPICAL ROADWAY SECTION SCALE: N.T.S. SAND AND GRESE TRAP PER ISPWC SD-624. MAY BE REPLACED WITH CATCH MANHOLE (ISPWC SD-611) IF 100—YR FLOW RATE IS LESS THAN 0.5 CFS 11■ NOTE: SEE PLANS FOR EXACT LOCATIONS OF WELLS, THIS DETAIL ONLY SHOWS THEM FOR REFERENCE. WELL �A' MAY BE LOCATED ON EITHER END OF SEEPAGE BED. WRAP TOP AND SIDES OF TRENCH WITH GEOTEX 401 OR SIMILAR PER ACHD BMP-20 0_SEEPAGE BED SECTION SCALE: N.T.S. J.7 111�410 ►� 5' *VARIES* 2% MAX — VARIES — SEE PLANS e18" PERFORATED PVC c-sao (PERFORATIONS IN TOP HALF OF PIPE) P/E PER ASTM D698 18" OF 6" MINUS PIT RUN NOTE: APPLIES TO ROADS A, B, D 5' WELL"A" 12" MIN. z a Li w En I of > INSTALL SOLID CAP AT END-/ OF PERFORATED PIPE OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 �a�a aaa aaa a = z Ui w a III FOOT PLATE O TYP. 0 FILTER SAND IN ACCORDANCE WITH ISPWC SECTION 801 OR ASTM C-33, WHICHEVER IS MORE STRINGENT EXTERNAL OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627. SEE NOTE 10 34-FT PUBLIC ACCESS AND UTILITY EASEMENT *VARIES* ROAD C: 17-FT TO 25-FT ROAD E: 8-FT —2% SEEPAGE BED NOTES: 1. REFER TO ACHD BMP-20 FOR SEEPAGE BED DETAILS AND SPECIFICATIONS. 2. ACHD REQUIRES ELECTRONIC MARKERS AT ALL CORNERS OF UNDERGROUND INFILTRATION SYSTEMS. CONTRACTOR TO COORDINATE WITH ACHD INSPECTION FOR PLACEMENT OF MARKERS DURING CONSTRUCTION AND PRIOR TO BACKFILLING. MARKERS ARE SUPPLIED BY ACHD AT A COST OF $20.00 PER MARKER. FEE SHALL BE PAID PRIOR TO RECORDING FINAL PLAT. 4. CONTRACTOR SHALL PERFORM PERCOLATION TESTING AT PROPOSED UNDERGROUND INFILTRATION SYSTEM LOCATIONS PRIOR TO START OF CONSTRUCTION. NOTIFY ACHD INSPECTOR 48 HOURS PRIOR TO TESTING. 5. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF GROUNDWATER IS ENCOUNTERED WITHIN 3 FEET OF THE BOTTOM DESIGN ELEVATION FOR ANY UNDERGROUND INFILTRATION SYSTEM FACILITY AND/OR IF IT IS HIGHER THAN ANTICIPATED. 6. MAXIMUM DESIGN INFILTRATION RATE OF 1 IN/HR PER THE GEOTECHNICAL EVALUATION DATED 3 NOVEMBER 2021 PREPARED BY GEOTEK, INC. 7. GROUNDWATER ELEVATIONS AS NOTED IN KEYED NOTES PER GROUNDWATER MONITORING REPORTS 15 JULY 2020 PREPARED BY ALLWEST TESTING ENGINEERING, INC. 8. FOR UNDERGROUND INFILTRATION SYSTEMS IN THE ACHD RIGHT-OF-WAY, NO TREES MAY BE PLANTED WITHIN 10' OF THE SYSTEM 9. FOR UNDERGROUND INFILTRATION SYSTEMS IN A COMMON LOT, NO TREES MAY BE PLANTED ABOVE THE SYSTEM 10. EXTERNAL OBSERVATION WELL SHALL BE LOCATED EITHER ON THE OPPOSITE SIDE OF THE STREET OR AT LEAST 50' FROM THE UNDERGROUND INFILTRATION SYSTEM. WELL SHALL EXTEND TO AN ELEVATION 3' BELOW THE BOTTOM ELEVATION OF THE UNDERGROUND INFILTRATION SYSTEM. 12. WOVEN FILTER FABRIC SHALL BE GEOTEX 401 OR OTHER MEETING STANDARDS IN ACHD SECTION 8202.23, BMP-20. *VARIES* ROAD C: 17-FT TO 25-FT ROAD E: 8-FT 2% P/E /7 77 �� ,77 /77/v�/�/�/ 3„ ASPHALT, SP-3. 1 /2„ / /� /< / • MIX PG. 58-28 CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709 �� V�� 6" OF 3/4" CRUSHED GRAVEL TYP. 95% COMPACTED SUBGRADE 18" OF 6" MINUS PIT RUN PER ASTM D698 ROADWAY SECTION 40SUPERELEVATED SCALE: N.T.S. NOTE: APPLIES TO ROADS C, E CONCRETE CURB AND GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 TYP. REVERSE SLOPE GUTTER THIS SIDE ONLY. 2% MAX CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709 TYP. P N P N 3/8" PERFORATIONS IN VALLEYS OF CORRUGATED PIPE. 5 EA. O_L8" PERFORATION SCHEDULE SCALE: N.T.S. O LL wZ >O O� C)f0 a-=) a-ry (10 a� � Z 00 Z U FUTURE ROADWAY FUTURE 48"0 RCP SUBGRADE GRAVITY IRRIGATION 2' MIN. 58" CJUB J-U-B ENGINEERS, INC. U Z J N cl) p c0 co o W -C) mo LLl U 't 0 Z x 0) — 00 L } o Lu 0 m C:) d N 3 /2022 m � w a zw. F a F O a O ¢ >— C)CL w,( 30 J } Z �a�ma m om3:3x � z zF<am� a 3�ENz� z rc3mmw� O oaW:?Zo u, 0 z 0 >' w z O W0��zF w w wo0o�� w C) a Cc U xo� cn Lu ZID0D� o aewm3: a Q W 0 W y =�zDm n� ww m = z O O , < n Lu cr U Lu CQ Q Er c LL Z Lu C/) � Y co Lcr Lu M 0 07 Q LLI Q no�•�w 3' TOP OF CASING PIPE MIN. ____________ PIPE CROSSING DETAIL SCALE; N.T.S. D FILE: 10 20 143_C-500 JUB PROJ#:10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKEID BY: DSM ONE -I AT FULL SIZE, IF NOT INCH SCALE ACCORDII LAST UPDATED: 3/9/2022 SHEET NUMBER: C-500