Loading...
HomeMy WebLinkAboutSUB201400141 Plan - Approved 2015-11-10FONTANA - PHAS 4C, S CTIONS I & A PROJECT DATA: PROJECT NAME: FONTANA - PHASE 4C SITE ADDRESS: BOUNDARY/RI LINE OWNER: ANTHONY M. NICHOLS DEVELOPER: ANTHONY M. NICHOLS TRAIL O.S. FONTANA LAND TRUST LOT A 605 FONTANA DRIVE 55' RMP CHARLOTTESVILLE, VA 22911 AGENT: TERRA ENGINEERING AND LAND SOLUTIONS, PC SOUTH RESIDUE 2374 STUARTS DRAFT HIGHWAY • AREA RESERVED FOR DEDICATION ON DEMAND BY THE COUNTY FOR STUARTS DRAFT, VA 24477 S PHONE: 540-3374591 Existing Conditions FAX: 540-3375291 CONTACT: STEVE DRIVER TAX MAP: 78E PARCEL A INSTRUMENT# MANHOLE ZONING: R4, ZEMA2011-1 WAIVERIVARIANCES/PROFFERS: PROFFER ZMA 04-18 (APPROVED MARCH 19, 2008) MAGISTERIAL DISTRICT: RIVANNA WATERSHED: UPPER RIVANNA RIVER CURRENT USE: VACANT PROPOSED USE: RESIDENTIAL, SINGLE FAMILY DETACHED ADJACENT PROPERTY ZONING: R4 SITE AREA: 17.15 ACRES (INCLUDES FONTANA DRIVE PLATTED BY HYLAND RIDGE) MINIMUM LOT AREA: 10,890 SF (0.25 AC) NUMBER OF LOTS: 34 GROSS RESIDENTIAL DENSITY: 1.98 UNITS / ACRE MAXIMUM BUILDING HEIGHT: 35' SETBACKS AND YARDS VALVE/METER FRONT: 25' SIDE: 15' REAR: 20' LEGAL REFERENCE: DEED BOOK: 3003, PAGE: 417 SECTION 2 BOUNDARY/RI LINE BELLUNO LANE R.O.W. 0.720 AC STORMWATER POND O.S. 0.611 AC TRAIL O.S. 0.100 AC LOT A 1.198 AC 55' RMP 0.263 AC NORTH RESIDUE 0.393 AC (LOT A, NORTH OF 55' RNV') SOUTH RESIDUE 0.542 AC (LOT A, SOUTH OF 55' RMP) • AREA RESERVED FOR DEDICATION ON DEMAND BY THE COUNTY FOR A PUBLIC ROAD CONNECTION BETWEEN FONTANA AND CASCADIA. W WATER LINE (EX. / PROP.) BOUNDARY/RI LINE Wv ® WM O WATER VALVE / METER I.F. IRON PIN FOUND FHA �h FIRE HYDRANT I.S. IRON PIN SET YH 5. YARD HYDRANT 0�W z�z� SETBACK LINE BOA BLOW-OFFASSEMBLY EASEMENT LIMITS S SANITARY SEWER LINE (EX. / PROP.) Existing Conditions CENTERLINE COO CLEANOUT - - - CONTOUR LINE (EX. / PROP.) MH MANHOLE 3:1- f2.50%- DEGREE/ DIRECTION OF SLOPE -SD- STORM LINE PROPOSED }479.70 SPOT ELEVATION _ = e STORM LINE EXISTING HP HIGH POINT DI I C01r-r0j DROP INLET/CURB DROP INLET LP LOW POINT YD® YARD DRAIN DITCH WITH LINING DSo DOWNSPOUT DITCH I SWALE G GAS LINE (EX./PROP.) _...= WATERCOURSE GV® GMOGAS VALVE/METER BM+ BENCHMARK OHE OVERHEAD ELECTRIC(EX/PROP.) C VDOT STD. HEADER CURB UGE UNDERGROUND ELECTRIC (EX./PROP.) CG -6 VDOT STD. CURB S GUTTER UP0h� UTILITY POLE CG -12 VDOT STD. HANDICAP RAMP LF'y LIGHTPOLE HC HANDICAP PARKING SYMBOL GUYS GUY WIRE DIP DUCTILE IRON PIPE EM= ELECTRIC METER RCP REINFORCED CONCRETE PIPE ❑TTRANSFORMER CMP CORRUGATED METAL PIPE HT _OW_ OVERHEAD COMMUNICATIONS (EX./PROP.) PVC POLYVINYLCHLORIDE PIPE UGT UNDERGROUND COMMUNICATIONS (EX./PROP.) HDPE HIGH-DENSITYPOLYETHYLINE PIPE PED ❑ UTILITY PEDESTAL VC VITRIFIED CLAY PIPE FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION TBS TO BE SAVED TBR TO BE REMOVED TBT TO BE TRANSPLANTED PREPARED BY: TERRA ENGINEERING AND LAND SOLUTIONS CIVIL ENGINEERS PLANNERS LAND SURVEYORS 2374 STUARTS DRAFT HIGHWAY STUARTS DRAFT, VIRGINIA 24477 PH. 540-337-4591 FAX 540-337-5291 DATE: 11/04/2014 VICINITY MAP 1"= 2000' a PROJECT SITE Klk =3 VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992 INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. SH EGET INDEX: z o•. oz" 00.2 General Notes z 3 0�W z�z� xC7 Wa. X zz Existing Conditions A C2.0 U NH m C0.1 Cover Sheet 00.2 General Notes C0.3 Proffers C1.0 Existing Conditions C2.0 Plan Sectioning C2.1 Overall Layout - Sect. 1 & Lot A C2.2 Orall Layout - Sect. 2 C10 Graveding Plan - Sect. 1 & Lot A C3.1 Grading Plan - Sect. 2 C3.2 Grading Enlarged - Sect 2 (West) C3.3 C3.4 Grading Enlarged - Sect. 2 (East) Delphi Lane Road Plan & Profile v m Ulm P C3.5 Belluno Lane Road Plan & Profile C3.6 Storm Profiles - Lot A T" j C3.7 Storm Profiles - Sect. 2 u C3.8 Sanitary Profiles-Sect.1 l ' , `�yja/ z C3.9 Sanitary Profiles- Sect. 2 C4.0 Landscape Plan - Sect. 1 & Lot A C4.1 Landscape Plan - Sect. 2 C5.0 Landscape Details d C5.1 Utility Details Cl Utility Details 4 C5.3 C5.4 SWM Details Road Details C5.5 Road Details TH C� L U TEVEN L. DRI NO. 019933 /7•/O•/5 4� O�sSILIVAL �� REVISIONS: 1. 2/12/2015 COUNTY COMMENTS SCALE: AS NOTED 2. 3/2/2015 ACSACOMMENTS ISSUED: 11/04/2014 3, 9/30/2015 COUNTY COMMENTS DRAWN: AE 4. 10/30/2015 COUNTY COMMENTS DESIGN: CHECKED: SLD REVISIONS: 1 02/1212015 COUNTY COMMENTS APPROVALS:: 03028015 ACSA COMMENTS 3 0970/2015 CWNIY COMMENTS 4 10130/2015 COUNTY COMMENTS PLANNING ASCA ZONING VDOT ENGINEERING b. �Rred w.V. L""a�SoM1,uvn PG•••u• APPROVED by the Albemarle County o TSB,aw s"rcr.��c,wo uNo so"cnona rc BUILDING CODE 7ommunity Devel m nt D ment D21a 1 D I ' SHEET File I 01 FIRE DEPARTMENT Co. I I.N. 0831 1 O 25 GENERAL 1. THE ABBREVIATION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY. 3. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. 4. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. 5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. 7. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER". 8. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 9. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED. 10. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE. 11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 12. CLEAR SIGHT LINES MUST BE PROVIDED AT ALL INTERSECTIONS. CONTRACTOR SHALL CLEAR AND GRADE AS NECESSARY TO PROVIDE THE REQUIRED SIGHT DISTANCES. 13. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE. 14. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. THE PIPE SHALL BE MIN. 6" DIAMETER AND CONFORM TO VDOT STANDARDS SB -1. MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 1. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 2. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 3. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 4. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 5. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVEMENT COURSE AS SOON AS POSSIBLE. 6. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 8. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GRADING NOTES: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM CURB TO CURB PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. ALBEMARLE COUNTY, VIRGINIA SURVEY & TOPOGRAPHY 1. PHYSICAL SURVEY INFORMATION FROM AN AERIAL SURVEY BY JAMES BELL, L.S., MINERAL, VA. BOUNDARY SURVEYS PERFORMED BY B. AUBREY HUFFMAN & ASSOC. CHARLOTTESVILLE, VIRGINIA. ADDITIONAL SURVEY INFORMATION AND BOUNDARY INFORMATION HAS BEEN PROVIDED BY TERRA ENGINEERING AND LAND SOLUTIONS, PC. BASE MAP HAS BEEN SUPPLEMENTED WITH DESIGN DATA AND AS -BUILT SURVEY DATA FROM PREVIOUS PHASES. 2. SURVEY DATUM: USC&GS VERTICAL DATUM NAVD '88 3. BASIS OF BEARINGS: MAGNETIC NORTH 4. BENCHMARK: PK NAIL AT BASE OF 24" MAPLE ALONG GARNET CENTER DRIVE NEAR ROUTE 20 ENTRANCE TO FONTANA SUBDIVISION. 5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION 'X' BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 51003CO287D AND MAP NO. 51003CO295D, BOTH WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. BOTH MAPS ARE FOR COMMUNITY NO. 510006, IN THE COUNTY OF ALBEMARLE, VIRGINIA, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP COMMUNITY REFERENCE FOR THE COMMUNITY IN WHICH THE PROPERTY IS LOCATED. GENERAL CONSTRUCTION NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). MISC. NOTES 1. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 2. THE COLORS FOR THE FACADE TREATMENTS AND THE COLORS AND MATERIALS FOR THE ROOFS SHALL BE SUBJECT TO PRIOR APPROVAL BY THE DIRECTOR OF PLANNING. 3. THE PROPOSED OPEN SPACE DEPICTED ON THE PLAT IS TO BE TRANSFERRED FEE SIMPLE TO THE FONTANA OWNER'S ASSOCIATION. WATER AND SEWER 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 4. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 5. VALVES AT THE END OF PIPE RUNS SHALL BE RODDED TO PROVIDE ADEQUATE JOINT INTEGRITY AND STABILITY. 6. WATER LINES MUST MAINTAIN A 10' HORIZONTAL SEPARATION FROM SANITARY SEWER LINES. 7. WATER LINES CROSSING SANITARY SEWER LINES MUST MAINTAIN A MINIMUM OF 18" BETWEEN BOTTOM OF WATER LINE AND TOP OF SEWER. ALL WATER LINES THAT CROSS STORM DRAIN PIPE, MUST MAINTAIN 12" VERTICAL SEPARATION. 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE SITE. STREET NOTES 1. ALL EXISTING ROADS IN THE FONTANA SUBDIVISION ARE PUBLIC EXCEPT FOR FONTANA DRIVE EXT. WHICH IS CURRENTLY PRIVATE AND HAS NOT YET BEEN ACCEPTED INTO THE VDOT SECONDARY ROAD SYSTEM. 2. ALL ROADS IN PHASE 4C, BELLUNO LANE, BRUNELLO COURT AND DELPHI LANE ARE TO BE PUBLIC. GENERAL CONSTRUCTION NOTES FOR STREETS: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. �. t NO. 019933 ►��pr� 11/10/1f ��' ssjO1VAL ��� SCALE: ISSUED: DRAWN: DESIGN: CHECKED: ]REVISIONS: 1 10/30/2015 AS NOTED 11/04/2,014 AE SLD COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first w6tten authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET 0 0 2 j.N. 0831 2 OF 2S z CL tE W to z �H Z 0� z ►P4t w .1 z� �s< z Do ,;.. .. ........... �. t NO. 019933 ►��pr� 11/10/1f ��' ssjO1VAL ��� SCALE: ISSUED: DRAWN: DESIGN: CHECKED: ]REVISIONS: 1 10/30/2015 AS NOTED 11/04/2,014 AE SLD COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first w6tten authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET 0 0 2 j.N. 0831 2 OF 2S Original Proffer D. All concentrated surface drainages over lots shall be clearly shown with the not be detrimental to the public health, safety or welfare, to the orderly Amended Proffer Z proposed grading. All proposed grading shall be shown to assure that surface development of the Project, and to the land adjacent thereto. (Amendment # I to ZMA 94-06 } drainage can provide adequate relief from flooding of dwellings in the event a storm sewer fails. Graded slopes on lots proposed to be planted with turf grasses 1. The Owner may request that the Plan be amended at any time. All amendments PROFFER FORM FOR FONTANA PRASE 4C (lawns) shall not exceed a gradient of three (3) feet horizontal distance for each shall be subject to the review and approval by the County Engineer. Z one (1) foot of vertical rise or fall (3:1). Steeper slopes shall be vegetated with Date: February 24, 2008 Z low maintenance vegetation as determined to be appropriate by the County's 3. Affordable Housing: The Owner shall contribute $2,809.00 cash per dwelling unit, up program authority in its approval of an erasion and sediment control plan for the to an aggregate maximum contribution of $95,500.00 (equivalent to $19,100 cash per ZMA # 04-18 land disturbing activity. These steeper slopes shall not exceed a gradient of two unit as cash in lieu of five (5) affordable dwelling units) to the County for the purpose of (2) feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), affordable housing. Each cash contribution shall be due and payable with each Tax Map and Parcel Number Tax Map 78E, Parcel A Z unless the County Engineer finds that the grading recommendations for steeper application for a building permit. Each cash contribution shall be used for the purpose of W slopes have adequately addressed the impacts, funding affordable housing programs in Albermarle County. if this cash contribution has 17.1.5 Acres to be rezoned from Rl, R4, RA to R4 not been exhausted by the County for the stated purpose within ten (10) years after the P E. Surface drainage from one-half (1i2) acre of land or from three (3) or more lots, last payment of the contribution, all unexpended funds shall be applied to any public use Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby whichever is greater in area, shall be collected in a storm sewer or directed to a serving Neighborhood 3 Pantops. voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. drainage way outside of the lots. These conditions are proffered as a part of the requested rezoning and it is acknowledged that 4. Trees: At least one hundred -seventy (170) trees shall be planted or retained on the such conditions are reasonable. F. All drainage from streets shall be carried across lots in a storm sewer to a point subdivided lots. Trees shall be distributed among all lots with a minimum of 5 trees per beyond the rear of the building site. lot. The five trees to be counted on each lot shall be marked in the field for inspection I . Conformih with Plans: Fontana Phase 4C shall be developed in general accord with purposes. The owner shall not request a certificate of occupancy until a final zoning the plans entitled, "Fontana— Phase 4C Rezoning Plan," prepared by Terra Engineering G. The Final Grading Plan shall demonstrate that an area at least ten (10) feet in inspection is performed and all required trees are in place. and Land Solutions, dated, July 30, 2007, a copy of which is attached hereto as Exhibit width, or to the lot line if the distance is less than ten (10) feet, from the portion A, (the "Plan"). No more than thirty-four (34) dwelling units shall be developed in of the structure facing the street has grades no steeper than ten (10) percent Standard for trees to be retained: Deciduous trees to be retained shall be at least a 1 1/2 Fontana Phase 4C. adjacent to possible entrances that shall not be served by a stairway. This graded inch caliper d.b.h. and non -deciduous trees shall be at least four (4) feet in height. All area also shall extend from the entrances to the driveways or walkways trees to be retained. shall be identified on erosion and sediment control plans, final 2. Final Grading Plan: The Owner shall submit a final grading plan meeting the connecting the dwelling to the street. grading plans, and road plans. A tree conservation plan in accordance with Section requirements of this section (hereinafter, the "Final Grading Plan") with the application 32.7.9.4. of the Zoning Ordinance shall be submitted and approved prior to approval of for each subdivision of the residential units shown on the Plan identified in Proffer I H. Any requirement of this condition may be waived by the County Engineer by any erosion and sediment control permit for grading. above. The Final Grading Plan shall show existing and proposed topographic features to submitting a waiver request with the preliminary plat. if such a request is made, it be considered in the development of the proposed subdivision. The Final Grading Plan shall include: (i) a justification for the request contained in a certified engineer's Standards for trees to be planted: All trees shall be planted in accordance with either shall be approved by the County Engineer prior to the approval of the first preliminary report; (ii) a vicinity map showing a larger street network at a scale no smaller the standardized landscape specifications jointly adopted by the Virginia Nursen'ments subdivision plat. The subdivision shall be graded as shown on the approved Final than one (1) inch equals six hundred (600) feet; (iii) a conceptual plan at a scale Association, the Virginia Society of Landscape Designers and the Virginia Chapter of the Grading Plan. No certificate of occupancy shall be issued for any dwelling on a lot no smaller than one (1) inch equals two hundred (200) feet showing surveyed American Society of Landscape Architects, or the road and bridge specifications of the where the County Engineer has determined the lot is not graded consistent with the boundaries of the property; (iv) topography of the property at five (5) foot Virginia Department of Transportation. At planting, deciduous trees shall be at least a I approved Final Grading Plan. The Final Grading Plan shall satisfy the following: intervals for the property being subdivided and on abutting lands to a distance of % inches in caliper d.b.h.; non -deciduous trees shall be at least four (4) feet in height. five hundred (500) feet from the boundary line or a lesser distance determined to A. The Final Grading Plan shall show all proposed streets, building sites, surface be sufficient by the agent; (v) the locations of streams, stream buffers, steep 5. Pedestrian Paths: Pedestrian paths shown on the Plan shall be constructed according to drainage, driveways, trails, and other features the County Engineer determines are slopes, floodplains, known wetlands-, and (vi) the proposed layout of streets and the standards for Class A Type I pedestrian paths in the Albemarle County Design needed to verify that the Plan satisfies the requirements of this proffer. lots, unit types, uses, and location of parking, as applicable. In reviewing a Standards Manual. The Owner shall not request that the County issue the ninth (9i'') waiver request, the County Engineer shall consider whether the alternative building permit until the paths have been completed to the satisfaction of the County B. The Final Grading Plan shall be drawn to scale not greater than one (1) inch proposed by the Owner satisfies the purpose of the requirement to be waived to at Engineer. equals fifty (50) feet. least an equivalent degree. In approving a waiver, the County Engineer shall find that requiring compliance with the requirement of this condition would not 6. Cash proffer: The Owner shall contribute $17,500 cash to the County for each unit C. All proposed grading shall be shown at contour intervals not greater than two (2) forward the purposes of the County's Subdivision and IvYater Protection constructed within the Property for the purpose of mitigating impacts from the feet. Ordinances or otherwise serve the public interest: and granting the waiver would development. Each cash contribution shall be used for improvements for schools, libraries, public safety, parks and transportation as identified in the County's Capital 1 3 Improvements Program. The cash contribution shall be paid in increments of $17,500 for each unit prior to or at the time of issuance of a building permit for each unit. If this cash contribution has not been exhausted by the County for the stated purpose within five (5) years after the date, all unexpended funds shall be applied to any public use serving Neighborhood 3 Pantops. 7. Annual Adjustment of Cash Proffers: Beginning January 1, 2008, the amount of each cash contribution required herein shall be adjusted annually until paid, to reflect any increase or decrease for the preceding calendar year in the Marshall and Swift Building Cost Index (the "MST"). In no event shall any cash contribution amount be adjusted to a sum less than the amount initially established by these proffers. The annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding year by a fraction, the numerator of which shall be the Index as of December 1 in the preceding calendar year, and the denominator of which shall be the Index as of December I in the year preceding the calendar year most recently ended. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 8. Final Approval: The Owner shall not submit an application for an erosion and sediment control permit for grading until improvements have been completed for phases 1, 2, 3, and 4A and 4B of the Fontana Subdivision and all bonds held by the County in conjunction with subdivision, stormwater management, and erosion control for prior phases have been released by the County. 9. Architectural Standards: The Owner shall require as part of the covenants for Fontana Phase 4C that all structures be constructed using medium shaded earth -tone colors for facade treatment of the buildings and dark, non -reflective materials for roofs. The colors for the facade treatments and the colors and materials for the roofs shall be subject to prior approval by the Director of Planning. 10. Plan for Pedestrian Paths for Phases 1, 2,_3,-4A and 4B of Fontana Subdivision: The Owner shall construct pedestrian paths in accordance with the plan entitled "Fontana Pedestrian Path Plan." prepared by Glenn Brooks 2-25-08, pages 1, 2 and 3. These paths shall be completed to the satisfaction of the County Engineer prior to grading in Phase 4C. Signature of Owner A. M. Nichols, Trustee Fontana Land Trust rd Date Original- Proffer Amended Proffer X (Amendment # 1 to ZMA 2004-00018) PROFFER FOR FONTANA PRASE 4C Date: ZMA. # 2011-00001 Tax Map and Parcel Number: Tax Map 78E, Parcel A _ _ 17.15 Acres to be rezoned from ;R-4 to R-4 with amended Proffer #10 ' Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the property, if rezoned. These conditions are proffered as a part of the requested rezoning and it is acknowledged that such conditions are reasonable. The proffer below replaces Proffer # 10 accepted'in conjunction with the rezoning entitled ZMA 2004-00018 Fontana Phase 4C, Tax Map 78E, Parcel A. All other proffers accepted in conjunction with ZMA 2004-00018 remain in full force and effect. 10. Plan for Pedestrian Paths for Phases 1, 2, 3.4A and 4B of Fontana Subdivision: The Owner shall construct pedestrian paths in Phases 1, 2, 3, 4A and Q of Fontana Subdivision in accordance with the standards and locations shown on the plan entitled "Fontana Subdivision Pedestrian Path Plan," prepared by Terra_ Engineering and Land Solutions and dated June 14, 2011, a copy of which is attached hereto and incororated herein_J These paths shall be completed to the satisfaction of the County Engineer prior to grading in Phase 4C. A.14. Nichols, Trustee Date Fontana Land Trust Owner Fontana Owners Association, Inc. is the owner of tax map parcel(s) ]kWhrough which Gam' �a portion of the trail system will be installed, and which entity will allow for the installation of the trail and associated signage. To the extent the consent of the Fontana Owners Association; Tnc. is required for this Proffer Statement, such consent is evidenced by the signature hereto of rts Stanley R. PAse, President' Fontana Owners Association, Inc. /o Y // Date VH Op L Gf , U STEVEN L. DRIVER 9 NO. 019933 sJONAL SCALE: ISSUED: DRAWN: DESIGN: ]REVISIONS: AS NOTED ➢1/04/014 AE SLD All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or derails expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. Q TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET CO(o3 J.N. 0831 3 OF 25 U Z a. Fr Z Z Z wzu It Z W P w. VH Op L Gf , U STEVEN L. DRIVER 9 NO. 019933 sJONAL SCALE: ISSUED: DRAWN: DESIGN: ]REVISIONS: AS NOTED ➢1/04/014 AE SLD All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or derails expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. Q TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET CO(o3 J.N. 0831 3 OF 25 LOT A NOTE: APPLICANT TO COMBINE EXISTING LOT 118 WITH PROPOSED LOT A TO HYLAN D RIDGE J1�/J//lJl//,i�� CREATE ONE LARGE LOT. DELPHI LANE R/W TO BE EXCLUDED. THE 11 !iJ/J/!JJ RESIDUE SOUTH OF DELPHI LANE MAY BECOME OPEN SPACE. -. J 111 // J Jll(l l � �_ � � i f►� � / �JIJ$/�JJJJ/JJi�/i/iJ�. \ \\ �JlJi11llJJIJJJIiiJ/i( rrljlflilfllllllflll -/ / EXISTING JEEP TRAIL \//JJJJ�!/Ji////Jrti �1►iI{illlll►�Ijlllll� ='1 //r,/RESERVEDSLOPES, - //i // �\\\\ - llJll J llllJll Jl 111(11 Ii III = �J//JJ--i�JJJ�ii�/ TYP. / o'�--= --- _- - -'_-'���/��/iii/Ji J/i/i////�f; = _ _ �= ����'/�'/ii' / /// J , J „- - I.. �1 ► t I I v /////J%/ -/ / //i •. -. -. ��„ - „ — _.__ — '' 1'. ` �r \ \ \ \ _,.,.. -/ / i / ..,-- -"' _...- — — " - _" — -'. ` " \\\\\\ \\ llllllllilJlll/ /I 111t11111111111�=%�i�si- r'k4�- - .�f�ll�l�l�l-5Qo ____/// / \\\ \\ \ JJ J J/li/11!11 Jll/l 11► IIIIitL���� - � !/J/ Jiiiii�� /! rte, l - - .� — - - - _=�l will! I - t€�QR- \\\\\\ \� \\\ �� - - - / !i// /-�-� = . %,.= % = - - % �'� �'// , -'/ / % -� - ` `f�� l i j _- _ . ! _-.- \ •: �\ -t- - .-="-._'- _ %...- ..�- ' / _ ' ` \ `r—✓ /J J it !/ \\ / / /// / \ \\\\\ \\\\ `� _70 : l ^ci :,,1 -'' ---. -- .,. I I I / \, \ . ...``. ` 53 / // // r'rj // / .i / I / ✓ "' — — / / / / / // 6®r" / / / —. -.- ` / / — \ /� I I ( 1 / — .' "` ` `. .' -moi- ''' • e '`•r,,/ �j L% "'- l-- !. -.-i / (y, .. ,,i / / / ,,,. I ,.,` / Ile sso`�'// \ \\ \ kv \ ,< .:. <:: - J / CV ESL - - _ _ / i 1 ,600- / \ \ I —560— — .— — — — Rs 90 (" :'<;> / / 'FIE ! ESC ' / / / Z 000PF \ \ \ TY X. 11/8! \ `/ ":. -- �' // / / / / / // _ _ `` — _ — --, / / ,/ // / / / / / /, / // — \ IVIAifV G D \ \ -II 106 105 t ( / ( / ! / \ / f — / �' ``\ _.- / — ✓/LOfj�E�S YR. %SIDULB r // ---570----'/// // / / // r°/ %/ // — _ / I / _ _ _ / - r- ► :. \ CODES ���\ —_ / _ \ \ \ \ -- ..► ...,. / / / / / ,� ..;!"' :::;'' ...- _ - •-_ , ._--r, — ^ > :..: ?:ii!:>s't::::^Yx:, — - ... \ - _610— E .610 i---- / I ,� ' T� i,: r, , r� /r. �. .r-' / / / / / / / J/;�,«"+.^.^"`' i „i' r .-- .,...-- "-' .� � � \ � iy�;4 �?'f:,.. \ \ � � \\ ti>, _- 1 `550 \ � � � r; � t"��:.:,rd: tt�-y��/ ,- �- — �D - � .- � . _ \ ��• � �I I ¢�E / '—a✓?�.' %// r/r- ``\ `\ / \ \ \ \ \ \ _ / / / ! i ,,/ / / ! / / / 590 -- 'J.F-LJ=�.%P•i r-' ..F'/� i r �/\ ` \\ ,_ ` �\ "'1 L..'::;:;::',;:"'>:,y a;,"t ,.` _."„';x,..,,. `/ _ _ /\ \ \ , \ \ / I 1 / / / / ,,... -•-. ...-/ / r �f \ -'' _' ' \ ��.. :;,, '°'--=`"";�;;:::>. 1 / — X600.- // / \ \ \ EX ExRAV/ iDaGE \ / / ./✓ j Ij (1 \ 560 � A \\ \ \ TAfltfF,Rb L R ^\ \► \\ (/ / \ �10 / / / / / — /�, / / \ \ \ — / — 0K I -J%S� R i Ors \ \ \'fiE6�0'P 10 / ► 113 C ,,... x' �,/ / / i- \ \ \ \ _ _ _ — / Pr` f 4E I \ I � !N rl-�'S 1S,�/a /° I / l / J l ! J ! \`_ '_ --- �;' ,► 112\1 �2 i 80 , �, y\\ ,/IIJ� i �-t \ \ \\ \ � �I . j%i f � I I 1j� ICI' `' ~ / } J --,� .,� � ' � \ � \ _. J / ' t �� 99 !' / - l � ► I I I ( l / J l / - -- -- -. 1 ✓ ' i,-- -- -r3�. � %��} � i ; ' .` � \\ \�'\A E/�� i / � i _ � ., � �i ,. � �� , ,/ / r �.� •\ \\ ,, l l// ' ►/ J �I \ `\ `�\ \��',\ / / / J / �� ✓ P` J�, 'r ( I i �, / / ll/ ; , 1 t \\' \\ :_-- - / / / / r / / / \ \ t \ -/r ►� /j / /)/(C 1 1 I ( I ( I / l J \\ 1 1 i ( ) / r �;; � 37 / J/ ; �/ / 1 \ ► V t I \ --1-_— _ \ T31 , / , / / // t \ ` i \\ / / • /� - / // - // . / \ \ �\ \ \ \ I i Jt /// I I 1 ( I l i l E REATION _ — II / // J/ ^��- � "C\ '\ . � it ► � r \\�� — /i' �\�' \iii \ } \ \ � \\ \/` \ \\ \ \ \ t ! ! J / J I / l ENTER - II IPE"I PACE /^ JV7,� I /► ��! -��!�\ IN, 1 / / ( I �'��\`//� � � ` �`�\\`\\ \ � / /1(J(``�/!oItA `t .� \ \\� �_ ` eL -- J 1 I/ / I / / / 1 / 1 / / l / l / r l \ 58 /� l(� �/ /\�\\ � \ \ ( i / w„ / (/ . \% = \ \ 1 a_ ` =''�.�-_'_ "` I' - i / '�--� /I i /7 \\ \ \ \ \ \� - �'� / \ ) / / / j/ / / 1 / ! / /� ,, (3('� �J '� i 59 ► ;1 'j J � \ / / „ , / � � ,�, l J 11 �// J�/� `- - x ` � 1t \ � .\\ \ � , J � - --- -,• � � / / / � I/� -� r',_ r1 I l \ // 46 43 / / /// / / / / %J l/ lI J � • \ I i _ _ �\\ -,... � �- ,. --` t _ ._ _ /, � // / � / '� �/ / // J/ / // // / / // / / / / l i ! l lj/ J ! �/ � ! // P-0 - - )RVV__l I) -�-,-- _-- _• ` _ \ _�,,//, hi, __ /� \ , 1 J///J/J//I I // / / J / / / J , I -� ` \ -. / �. _ - /� i / � � _,% ////�%%� / / \\ \t ' � I (I I � =-" �- � \ - � -_ ✓ _- � -�- ------ - �, .,,,` / / 'xi/ ��/� /� .F/i =- .� I t /�� /i // /J�'i /�- / , J / / / J ! ( l � l ! J % I I l -1 '� /// / �` IIiIJj/ / l / 5pp�\\ \ i,` 11 J /T �► 1/1 1 I Il < \ 11 ,. --� \ — _ _- , / J '00, ?- / I - I .14� \ F`\ tr C3PEN �P<CE /// � i %' °+ ► J!/!/// / /_� ` \ \ \- ,( / J I I 1 \I\ \ I\ \146 \ I ►�, ( I ` / f ,� / / I/I/ / / / l J ( l l / I ---��— w =_�� %/III��%/ j 35 ( 36 \ / �/ L'-, / �•--� v / �l// / / / / / / / i /� / / / l� I I i \�134 1 _ _ . _/ _ -w „� //✓//I/ / / / , \ \ \ - t i i► - - _ r I ( 1 _-��\ \ \ - �._= /'`moi ���/ � �, \\\\\\1 t��l\ \-.'--_-\\\---- ,./' _...-- ► ►l -=- -�_ I�_71 � \ 1 \ \ \ _ _ _ \ — �- J/i / f/ / / ! / / /i -� /1 /( i I I + i I ( �` �� �/t //\�/ I I / l I \ o \ \ "00' � o - -- •=--- _ ,.� / // / ! / /// r %1 / \. \ \ -.... _ ._ -\ \ -- -. lO EI PI d I N ��&HAST I I I ill =\ \ ° ► / / / / / / / / /,-. \I - -. - � \' -- - -- - - \ � - .�� / w�/-�-! 1J1(/lJll/off Itol JI1 / / / / \ \ \\ \ \ \ \ \\\\\\\\\ \\ �\ \\\\\ Ii'Iliil t �� / ^�I/l // ► //i !/ // / / \ \ \ -,�\ \ \ \\ \\N, \��\ \\\ \ \ // // / / I J // - --;,� \\\� \`' \ _ - - - \ `' // / / 1 I / / / i I i III t 1 I / / I Q _ \ \\ \ \ \ \ \ \ � ----- / i III i I ' I� -� Lht/ 1 �, (1 1 1 / ! \ \\ \\\\ \\ \\\\ \\\_Iy \ \ \ \\ o ( \ \ \ o / � i 111 rn1 \}1 i I \\- �\\\ \ \ \ , 1 (I) ( 1 ► I I i i ` � � 1� \�\ ��I �,�' � i I I i t i \ \ \ \ \ 1 \ 1 1 I ( 1 + III I �'\ � \\ \ •.� � � \ �`\ \ �--/ / / J / /, // // / \ \ `- - - \ � � . \ \ _ _ =- �-r ` - - -- i t J J I i I , o \ \ \ \ \ \ \ f I � � i l t \ \ \ \ \ \ \ \ t \ _ -- -` - - -. \ \ \ \ \\\ \ \ " � t \ � �\ � \\`\\\\\ \ --, - \\\}c,}1\\\- \ / // „�� \Z. \\ ��\' / .- .•- -- / / / / / / \ \ _ — f� /� _.-\ � \ \ — _ _, ,_.,. /',;, /,/// // l l \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ ,� ^ \ \ \ \ — / / / / t � . \ \ \ \ \ \ \\\ til \\ '- — — \\ \ 1 � I 1 \ ? l I (i � , r 1 / ! \ � \ \ l \ \ \ \ \ \ \\ \\\\`\� � •\� Tom\\ \ \ \\\\ / \-. \ \ \\\\\�� \� t\ \-_��� 1 r \` / I//n\ .\ .\ \ \'\/ /.// i / � ♦ I . i ,_ '\ I r .. _/ _ice// ./Ilr .\ \ \ .\. � �� \ �\\\ \ _ \� \\\ i \ .\\. \\ ... \\\ i ��\\\\— �.\��\��----`'�.�''� l `.\\,\\\� GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET) 1 inch = 100 ft. Z (L W Z Z Uj O�� Z j W 0 O Uj tQ '� 9 'T ell 0 I� A, (J.2�In , ,e s U STEVEN L. DRIVER >y NO. 019933 �sl �c�ti OVAL - SCALE: ISSUED: DRAWN: DESIGN: REVISIONS: 1 02112/2015 2 10/30/2015 ASNOTED Il1/04/2014 AE SLD COUNTY COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET Ciao J.N. 0831 4 OF 25 HYLAN D RIDGE N,\�/ \\ \l/ - \✓ lll( l(/ijl i /h -I_ \!llli �' \\( llilI! illlll/ lrti II 111411iI{411t__ - ////i. `_ /iiiii///i//; IIIc/ / /I I'll i �II1 1 ii iii -___---- \ \ \ l/l!lI//!l r Ii ti t1{! ��/ii/�////� . _ \, �\\ �_--_--= I l 1 I � 1 � / //i -- /i / % � / �'�� - �� \ � / /,� ;- - "' = - --_ _ ---.-_ _ - .,:..--. -/,,- -..,..fes/ /i/ / i / / /i / �- •- -_- .._" �' �✓.".=�=�-�_'` _-.- _ - _.. �-- - - - f /, //i/ /i/ \\\ \\ \ // ! l lli/ llli((// lllll �''• 1 i 11 1 �� �iiii / //ice -_ =_-_= -=� 11 _ \ \\\ - -_ -- - _ ____,- / // - _ =� 1//// \\ \ -\ \ l l I \` `.\ � r /i/.'- / -'i ///"/ / / — --, — — _ _ -- - - _ ^' � ��`- -_,. — _-. --. -- �. \\•\ \ \ — -� �� -L t.s�i?'_'`>� 1 i�'S h � v'^"S - % -- � —.,--- % � �-' ! ' i.-- / i ...-- _ -._ -„- -�-- _-. _ /� % {I„ Lam�q "yq \a 1 .ts1Tc ?''k rt Jam` j i — J _ ! // / / ///// // / %� � , P` Im , 1 i I �1. ► !, l I t — ., .f ; r. _ _ -- ENC -550 _ ,�r � 550 _ \ / r \ � �)1 — r!'; / � ✓,: ''s -.- — \ - � . �` \ \ \ <>�1�;.'< \ Vis"- -+. sso — / / // \ \ \ \ / ` ® / _v o r�/;moi' '/ \\ �\�����`\\\ 1' ` / // / 1� \ \ \ \ \ >� V \\\\ \\\\ \� -Z, Noo,— —\�1 !t `� ` � / / /.� � .. '' .— \ \ \ \ I I ! `' �\ \ � \\ ra �� RI N, ' 401 I I I \ \\\ \\ \` \ ."` '', / / // / .►'--• ^ ;i � l � ..: , s: =lt.. �9 — 3 'e' �_-7,— .'. `^�/ ��/ �/ / �,.� —"� \ . // j � \ \�V! \ I; `` .: 1,—" ` , ` !" / I L 1t � ,i�+"9 �S,{ Y'w��� ��..1/{ 1L3 Sd ild V`\Al y \J 0-1-1 i/of // _ , —\ i ���,�� ► / �`\�\ // /,---� i� �� ' �,; ' ! �� t o Z_ — �.� --- • � \� //// ,/ / \ �\ ��. � / /� _. __ QIP /., '�/��' / � // ,� i \ \\ \ \� \ _ ! ►, 1 - - / / / /� \ c3� \ \ \ \ V I `_' // / / // 1 J I r 1 I i i I !// 'iii _=\;��/ -� �P /% / / �" / '/// ! b 1 i o \ �\ (_ -_ i/ / !i �r 1 1 I / IF l l l l J ._. - - , \� � 1 \ / / / {i( � .- / -►� \ ` 1 I \�� \\\ h -� � i \\� � -- _,. ,_.-_ ., // � / /// / / / / -.,, -- -- / / / \ � \ } \' / //j J VIA lI VA / ! / / 'A_✓ i// \ \ 0�/��_� i / 1 \ i=� I / \\ �- " �/ i� - � - .� h ' CC �C / / / / %! \i�-►;� I I1Jl� // � \ .. _.,_ ; �- � \ I -r1 \\ / / / � l !lI l p / l /,/ ` - � // � ��i� ►—,/ ,1i1/l l// \ �Y (1 I \ ..�" , f - i d —tom / 1. -�� /j'ljr -1 ,1 iI1 �\\ .�' �`-s_` - �� / �/ /�/'� / /j/ I \� _//♦!!/ / / / / / / / / / l l !, /// 1 v W �— T _ �_ )RVVoo , __ ----- = -�/i -- � � j / -- ._. _ -` ---. _./! /X l ! I�// /• �' ll -T---_1 1IjIII/// 1j, \ \ /olJ, -ZZ l ..�// l\11 i 1 I I 1 1-� do \ -� l X/ \ \\\ \\ \ \\ \\ --L. p / / -- / 1 / I ! / - \ \ 11`�--- // / / / /! /!/ �C - = == �� -- //t� ./�/ // % / �{ {III I I II 1 1 �j�j I l ^� llb! /l J ! ! / / °° \ \ \ �.�'`` \ \ \\\\ \\ \ \ \ \\ \\ \ \�k �� / / 1 //I/ `` \�\\`\` _ ~'// / / ! J / / / / /) I I I i I I It I (I ' I l �' -t J``� 1 / I I i I / I I `r' �_ \ \ \\ \\\ \\\ \ \ \\ \\\ , . \\\_I \ \ '\�- , ! I I I ! I I 1 t I I I f -f- ! l I I 1 ( ! /tel \ \ \._\ \ \ \ \ \ \ \ \ i \ { of \\ \ \ \�\ \ \\N, \\�\ �.��\�// /\L \ \ \ \\\ \ `� . \� ✓ / /// / /ice , / \ \\��\� / 0 \ \ \ \ \ \ 1 I I I 1 t 1 \ \ \ \ \ \ \ \ l \ _ - - \ \ \\ \\ \\ \ \ \ \ \ \ \\ ,\\ -r - \ _= �\ \ \ \ 1 I i 10 1 1 \ \ \ \ \ `-/���-- \ --��\ \ \ \ 1 I I 1 N1111 \ \ \ \ \ \ .,/ �. \\ \ \ \\ \ = \\ .-- \ \ \ \ \ \ \ \ \o- \ -I- = \ ,--, ._---''�`.�i i// / / - -- L \ - / / f l i !I/ // I I { o i 1 \ o \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \-� \\\\\\\\ \\ \ \ \ \\\ \ 1 \\ ! I IIii1�, (1I \ \\ \\\ \ \\ \ \ \\\ \ \\ \ .�`-J\\ \ 1\== \\\\\ 1 } III ( l l 11 I ► I i �\• �\ \ ,-\ - r / / \ \ \ \\ `��� \ \ = \ 1 11101 GRAPHIC SCALE 100 0 50 100 200 400 ( IN FEET) 1 inch= 100 ft. TH Op � U STEVEN L. DRIVER NO. 019933 ti Iir_ QVAL SCALE: ISSUED: DRAWN: DESIGN: CHECKED: ]REVISIONS: 1 02112/2015 ASNOTED Ill/q4/2D14 AE SLD COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first wri^.ten authorization of Terra Engineering and Land Solutions, PC. Q TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C200 J.N. 0831 5 ` F 25 Z (L R W Uf Z W o Z o �Q Z O��> Cn P4 Hen, a Z � HR -I i Imnj ( i� : (� TH Op � U STEVEN L. DRIVER NO. 019933 ti Iir_ QVAL SCALE: ISSUED: DRAWN: DESIGN: CHECKED: ]REVISIONS: 1 02112/2015 ASNOTED Ill/q4/2D14 AE SLD COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first wri^.ten authorization of Terra Engineering and Land Solutions, PC. Q TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C200 J.N. 0831 5 ` F 25 I A,,"t PRIVATE 20'DRAINAGE EASEMENTSHYLAND RIDGE ;% UNLESS NOTED OTHERWISE, TYP.wN1 /�Il � � �,.e ,,,/-. j' ,. �jr CTI��'r.�F\ T� /,,,.- /'.s" ^_ "`'•.�--.,,,, �•.,�,,,.,e„` .,,� _---.... _ •. -\, �'\\ \``\ J r-''-" .� J f � // /�/r!1 f jt,,� J// ��•'' q .; � � 4 � i � � � ,"'..,-•-r/`f'/r'`�'%,/" r"'" '' r'`," �/,�'i' /,.� ,,-' ''" ._.- y 1 / /�/ / -_ "v. ..• � � '---- ..__. -_..,_ _.._,._ .. `^..` •.,,�`-•.,,�- \ \ ,,� T .•--- '`� ``LR`., r',;�',%�,�'/ �% , /j°P�` / jr/,( i� �: �.' a ' 1 I � � � I ! I � I � � � A°%/ P,,, ✓'�/,''/�,,r �° �.///' / � �'� .-,. _,.._. ,•.---_.._.,_...,_-----"^L._�..''",� ` i � � i � o' ) � ! / r ,s •--'' _ ____ --_.`��`' ^•.��` .,�'�`^•,.�`'�•�,-.., .-....,.. _ — �` `'``^w, �`�. \� \.\ \.. � +.. _ i � ,� - xx ,.__...._ -"' _- 1 / � ' � � jj/ �/'� � Y, ��` �\� ./"- �'''''i //s' -'r" �,'° ,s '� �° ' ,,r' / "....r. - -.�'" `�.'" -- .. ._--_... `"" .`=-,-•.--- r � � f r / ----.-..., �``••-� e".,~ti„�.' �� ` ”` "'-,-.--•- -.�' `\�\\ �` \ � �`e� '••......, r,.o f • - „_,,,y J iii ! r ' ,r ''" �'I -.-..� 1� ee,, `O''a\ `�\� / ''' '.-'"'-- .-• ' / �r '' '` ,J'',� f'%' ; / �,r ,,,,._.., ___•_• _•_- _ ---- 1 ^-7i'' }- J + ) ---�, -',a•• °" 1``'` �`"`---..._ ....-- """ "`~^-- `` `'ti, ��'``' �''` \.``'` '...,,� - -u— . ._ ./ r/" .,•. t 1 p -",•„ C ^�.`\\\`` \1' \\`"''" ._~~/�� •e''./'./ ��°''_.c'' .. �_ ,/ s'' �^""' ,/ -'" �" �- -,...a _�. �~ -.._ - . 1 1 i /7 �^•.--._,,,,,_...-„---` ~'-.,,`-�`• -.-.," --..,_ �`� '"`"`�, . \\ \ \\\\ `",-�„ -• .,, .......,...✓, ...-w ..•,-°'• / f i i] t � r'' d d\* 1 ✓ �r / / .k / / ✓ ! J f'�J / �3./ _ �- _ _N 1� G / \� .. \\ \\. �`� `` `_ _ I" /�-,. ✓, .f d � ` .'�'� . ��/; ,..✓' C�° I: =�h � — -,. ___•-'�,�`�`- G � . , . ... '-`�. \`~�`••. .. ._..--.... ._.._......_ ._..,.,....... `�,,,`�`', 'ti's.\ ^ ``�-,... --- ... •__ ` G "� f , , , \ \ ey .--,`,--J- / �-- / .; �=e', �-- _,,._. - _,_.,,• .._ _.__ <._`�^vJ-�'--^2 _.._._.~� ~` -'• —� �`�`` �- -,,- / ', 1100, ',r°�. ,%'r f/'�'yr.' ,"'^. , '�" �...�- ' �1 / 1 , Q •►' t �.'i:' / .'C""`q'--A _ ._ ' ..a,.�--_. ,� -`�`•,,\ \ +,\,^.,'�,r, ` •`,,,� \- /�'�,. '! /. '�` ,,r--,� ^-"`--v./� _••- I 1'� �`�•�\ `�•. ''• ...--'/ /+,f', ; " / +' —^ f �7 ( -'"" M `-.^'"' .._ ` �` ! ,, .� ' j / �, .s•- .L '~'^- .`�`^..� �'\.. 1 �� w \"�^a....a `�`.. ^..��``\ /f'�,r'� /,-.,-`".',� / 'n•,f /'� S� -_..._ "'w`' s - \ ,..moi.\ J- -"'' \ t'/ '� j i"- r �,,,'I ..",- I ,.--'` �'`` LCJ I ,.�. 0:- z / Q•.�c °� q ....„..._- •-- •-....,_ _�' \ -•.� i\ \,`'`,�```. ``''�•. \\ ,4\`/�'/"'''' / t LOT MA OEM - �� r'1 '% / / / / - �3 i \ \ r 2t 1 I r r 1 •9 : _ '' -.. - _ `` `� ``, \�� \ \ �'r%/ -'' .��� .,3 At f,-- R_1�4T E v 0113 r `"'," ',� r�"'r -_"' _ _.,_._- � � � � � `"�`` i� . P ! ! f 1 -�' � �-=-- � s �`~ `�. , • - .... ,_.._ _- � I Di�°�-sem 1 01D 5- T . �5 1 / .. _ .-- �, �\ = " / ' . / ,-% - �h� SEWER-�EASEMc r✓ % ✓ ` ( t _ \©2 27' 7" j / , . — 28° 95' 0 .,'- t // `w �. \ \ \'` / ✓ o r r' PROP SW A•t\�R 50 ( ,/ _ ------ , R—r.,,-' — ~ e ,,'' W f 1-- EASEMENTOT.- 1 P 1 � / � � � y-_...._. 4, f �• Df _ r� _,,�..._jg.. c�[„��_ '^ f W ~ r . �- : ..: ' / JT S - �F � //'” /-.-.....`, � \ \ \� �`'.� � `�, \% ".+'✓ 1 7 Jj �11 q ' / j . r'' .,�'-.""'"` 'lad °a.-' VV "`.`sm�^.� ' . • -.r'' •� `G."Y �J r'• ,. ®. / _,,„,... A 1V \ S �7O ,, ,i +/ �cJ � .. �%- -,.-•— � ---- • �e`7 1 ®' - -" ""'.,.. �`�. ✓`� ''" / --.-� i' /� � � S � •i / 4 IJECT PE OP / ILO'T 1 O `�. EXI`�TII�G �QE t � Q, q -q t���,. .--- � � / %,,� ,.f �, � � g TH ES CS` _ .� �-- 0.2� AG. �� �- , ,� / ,' \ -- \ !- ;- . f ,mss ,'' OT 14 T 22 23, _ 0:27 -AC. �-- /..-''-`�� -�- ;� f ;{x.27 A opo' hTA�RY -�SE-WER,_ ASEMEN7Y�YP. OT 1 _ f / ./` > E D D I ilTO A) O /' ./ `� 'i/.✓` // T�'R N TI`iY `� �i L=10 82' r \ir _ / ! , j ✓' -� % r:Q.1 �,,xis LF 52 ry \ �/ NNECT T EX STI "LATERAL — � E�ISTIN , ! C' / �°�'�' �:? �'� /'s� � f ✓— _ S R'9 U. / yJ '" /,/ �„. - •-^"'."'.. �-„,.-"”' / d '' ,0 � S � " \ H A� .......... � � "_..•.•" /'„' f," //',,,r./ :.i -`'::':;.:a• � .. / .. ~ .-..^°." .. ,/,... ,/' , /55' WIDE PUBLIC ROAD, '" / { ' } ! - / ! j _ NNE'CT PF P ATE MAIN�\ / / r/ / I r / '`f\✓ DEDICA�ED..TO PUBLIC USE ` / / r ! Q��.-- �' EXIST AS E UIRE r 1 / I _ ►.:. /'� z ,a` i -'� / / O \ r -'' / / _____ \� 1 iii J _ � // � � � -;�:. :::; : ::::: •°� �_: �•' . -' --- , - s, ✓ E SAN ITA Y y,.-- � .� \ � ,.- .� .r' r II T '� .� " �,, --'`' / � � � -,. _,.,�'' � . ��• SEWE EAS, MET `� � t ,.-' � '��`— " � � l ''� - =f ,/' � ,,.--.-••--.. � f,, \ ,�''t ,�''` , �' (LBEMARt O. SEER ICE �lJTHO ITY / QT PG 30 PROVIDE MINIMUM 3' / ,/' a , / .-- - HORIZONTAL SEPARATION ✓ r , �. - --' `'~ / • ��� >'';/f '/f ''�� —" ` BETWEEN TAPS P HAS \ _;� ,� - - ,�,.� / 112 p�'"j� ({�yy� _ -_.._. `-�/ ._"' ..-.--„-„,,--'”. QT 'i ��' � ✓/ � E I STtI.�I \\`� .� .- �-� ',-� ..W�.�, ;" w�, 71,E - ._._._. �'".%...,. �„, ' '. s" �,/ / -_ __..,. �" -•-.._� � � � �� \ f °'s �L// "„-."",.^'- .. ''`:•r^'""�� ''' ,.''." �/ \ 1 �T \V \\\� •"'� '�` r ��/ %r � / r � � � � �f ''�` �` .� `� ''—_ � �- ,/ /'` j,,f`. �`f � / --' ol LU oll -7`�' Oma,- r, ,� / ,/< if _,, 1, .�,- 1 %� ! / � / ! 3 q � '`,,r,' .'./ % / '` � � t, :: ;- � `� �) P Jj � � ./ � -� � gip_••-,' -- �, . �,,•I r�- � / ____ '-^.'... / �' - ' �,- � - �' / �' ' ��^ �..�- '.•^ \ �1`�4� � LL /! ( V x V9 1 / 4 // /. C /'� / %/ Ij ! l _ I 'Il �/� / r '� S1 \AM " . 1� i X i f�': _ / -fir - -'/ ,/ ' ) /..•::: '' /< GRAPHIC SCALE 50 0 25 50 100 200 NOTES: 1. SEE SHEET C6.0.0 FOR ROAD SECTIONS. ( IN FEET) 1 inch = 50 ft. Z 0. TROFL N, U STEVEN L. DRIVER 9 NO. 019933 9WaL �Gti SCALE: ISSUED: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 2 03/02/2015 3 10/30/2015 ASNOTED fll/04/2014 AE SLD - COUNTY COMMENTS ACSA COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. Q TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET kf-12 v J.N. 0831 6 'OF 25 LLI Z o� r wO� L P4 41 it W Z :5 €H TROFL N, U STEVEN L. DRIVER 9 NO. 019933 9WaL �Gti SCALE: ISSUED: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 2 03/02/2015 3 10/30/2015 ASNOTED fll/04/2014 AE SLD - COUNTY COMMENTS ACSA COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. Q TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET kf-12 v J.N. 0831 6 'OF 25 .............. _ __ _ ...__ _ d , __. �. ✓ JM r � O / r, f _ •_ _ . - ''� y - --•-- _ _ - --- Ir EX ATt f'ii?E S.P CE _ _ EX 5' PgT.H EASEMENT - z-tzt� o-�" __ - � I�V LJ' --' �" ! r� RAI �� - -- (DB-306�-'PT25.. _ _. _ ._ _ • f f _ -- ,. (DR 003-e&425 - ) _ - - r" / _ _ . - OP -SETBACK -EYP -_ --`_ """ '--- ~---- �'�` `--�-- -- --- ai-w �.. OPEN-SPAC� _ ..� � _ FONTANA OWiJ�ER_ S - _ r j� _ FONTANA`OWNER`S--ASSOCIATION .--- _.._ _ - y _.,_. �C - �R 1 V - " - - - �- SCC-" '"' ...+PROVIDE MI�tiMUM 3' 0 m - -- ' """� - `s' '' - HORIZONTA--SEPARATION-- 0- �_ -BETWEEff TAPS, TYP. �T / 0.38 Acv . -rte - 30 .� --,L _ _ ,�° T �- _..� __ OT $ - ' '—to� -- 0:2$.4 �- f - , - T V- C�NNECT�ROP � IL \ � / �`'-_ -::" _- `_`_ "'� --'- `"-..'�, __ ...__• -' --- __....--- `o PHA E - `SEWER TO.,�X /1 / PE SPA E) --SANITA A REQUIRED' / tt`3 AC r \ .r `PR P W TERMAIN, TYPw 124 / r `,,., ./ '.• r" 39,,97' EX WATERM~ N TY \ O �. \` 1r i ,� 2'r, ' % O" t 4 _ �T�'qS 1�0, ""ti') _ l ....,,,,,,, .,`Oe \ O �� �\.`"„y`^'. _ �` .A �. � � , � � � . d.. e. M D '• • ► �• ..e . ..s f� Q� �ji � !f� W -- ' ' REDUCER W•...--•. ..--^'" `may \ / � \\ . y '^o P � q ►p,� \y .q•. .."'".- tQ — � .--o, ,\ \ I O � . +. yam„ ...,•,•.....- r� Z ( o f X89 \\ - NNECT TOS �; o` ` '` .- d - - `mac'' - rA✓`� TERMAIN �\�`� p \ i._ R IRED ` \' k 1 L=295.62 . \ ` 151.7 N, /�/` 'ED CE M \ 1 \\ 0 -87A ��. 1 r-AA31°57'28 �'' - 0 1 C.- ��1 /. o \ r-- •.T---- ---.._ \ ''� ,\ `w- �°�� \� o �� '� R=530:100-•� .\, .` � � P. ..,� a�,y\,, •,,�.. ��' J� RAIZ. ✓� cr� ' �. 'e ~ ° -� \ \ \, TY2 , 14, 4 �M \ f \ o \ yN\ / ~` <4Q0 fOPEN S ACE ` \ LOT`1L.OT-2 P _. — -- --- ,PRIVATE --20' `eti FLOPS RM \ \ ~'�� �•Q �. 7 AC. 0 4 Acr o t�, i-- %� ' DRAtNAGE��ASEMEN dam\.. , \ y^R ''` W Y �+� � '�.\ '"`` �._.. �-�` -9 \,�\ \�'`' -,.,� ,.• l p � ,� f -°'`f ,,' �\, \ \ a \ \ : k 0\-\`-, , ` ` ��.\� `` ,,, 4 � ' � � °�,c � J ` .� -._.. _ .._.__.. \\ \ .,y4 y � .•--' �„ .,� / 1, / rr,• r� ', ...--� \ I P r EX I \ 1 M NT a �, ' �\ �° 1 0'33' - ` o — �- -_/ �--� PROP,.SANITAR`(Z Q` '\ i �` ( O MF tdXTIED 1 - �� _,,� j,• SEWER, TY('�, �ly {t \ d CK SE �\_�,•a4' � oJPRAME NHOLA VEN�yRQP zo� ti '°��J/ / / /�- \ �`D `' ��' o° �,Q // REMOVE AND EPt AC 'EXITiNG� ( j BMP`R1 R � c �, �, �2 / r i 1 \ ) > / ' `� �ANHOL-FRAME Ailb(COVER LOCATE` : `�, rn / r '/ ` / \ , .'Lu 1 11 � / � I `' / . \ D m �, / rWTI4 A WATER�TJGHf MANHOLE\ i I C ASR d. Q m o / / FRAME AN`0 COVER �y _ r '' CONNECT P OP SAN TARO' - ----== = - - _ %, -- _ g '� �E'1WEh\ TCYEX.MANH LE "\ EX SANITARY \ ' SEWED, TYP. ! 1 `'..TINQ 'A' S_ H C RU FT 1 \ N. �\ . \ �\ \� •,, `�. �,� w Y~ \ \� , 4 ` \ 9 \ \y a / / r / ` / ✓' �/ J / ,� \ y.•,y \ -,.,y `\ o.� `', `,y,. \ :ate_- � / � —"'-.. `•� � —,,�' �f\• ' \ / / f' / %' `y \~`~ ,w`yY'?.,,,''`` y,y • o'a \„yam y�N � X ..,.,.,.-a... ;:::::; :.:::R ::;::::;. '` .,� \ , � ` � \ ••- .---� �,''/ I Jam. .__.-.-- � ! � \ �"`.•—tip �` ' ` _\ \ ♦ \ \ i'1 / (/ -- I / %d ,•�,,, ,,�,� - �1 \ ,_ off` �•,,� \ y� �/ � ` � 1 � /�/ � / / ,�' / �\' / / a ;\ �-_. j r,-� ,�,�- A' GRAPHIC SCALE \ r 50 0 25 50 100 200 01 42 (IN FEET) 1 inch = 50 ft. o k-1 a Z a,chON W Z� W O Z LTJ �C_® WQD�� ro W Z "Q t � eL171- X-11- TH Op � U STEVEN L. DRIVER Y NO. 019933 41�L OVAL SCALE: ISSUED: DRAWN: REVISIONS: 1 02/12/2015 2 03/02/2015 AS NOTED li/D4/2014 AE SLD COUNTY COMMENTS ACSA COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ®TERRA ENGINEERING AND LAND SOLUTIONS, PC 5FIEET C2(02 J.N. 0831 7 OF 25 rHYLAND RIDGE Ilk SEE SHEEET C3.7 FOR STORM DRAIN SCHEDULE it - - - ------------- 40 oILL -520— r ........ . .... . ....... ...... .. . . lei, .01 7iiii al!�111�1�11M 00Z 530, W.: 4 .............. • X. IM EST\A'T C • • M sx: Fx Of rr 118 T2 imam N11 N -oo" eo -PRO EMPI 2-140 rff IN _56 szOR EWE BLO' -LOT 12- oe V, -j- .0 LET�,:j �-. 4 ROF-IN . . . . . . . . . . . E EMR-8WD TOP $ 10 A/ 0 03 20 v o -PR P - 'O 81 0 M U) ---DRAI -OT 15 I N cl� OR 3VM4�-W FA 111-ITY-,,' ESM'T "FIGURE 9 - PRIVATE ENTRANCE DE c T8FOR VIA FLORENCE FLARE CULVERT -'" f> s ✓ 5 '' P LOT 1 PIPE TREATMENT x 5 - G- yPi 9X- /8 L,4t4 LOT 17 Er 55 VHUt uyl 8 T&eWER TY 'Ile E'PUBL[CiROKD ISTIN� A DEDJCATEQT0 PUBLY USE -7V I lyl 0 V✓`1Z N O P APE/4 kms` M` v,, Yi► � / ,rr✓o/' // / � /'� L .... ..... ....... .... ....... 0/ . ......... 550 0 10 V N% e� 177� -A21 A_- 80 .10 NEIL U UNTA 1\JA C7'- 1 it 72, .......... - ,A 79 74 -_6 V X /'I LLJ Z Z 17 1�7 I X1, 1-100' 7 -7 -r3 8 ..... 0, 1< A �Al LL J/, 7' F/ 147G A Az DRIVEWAY SLOPES DO NOT EXCEED109/. LOTS 12-18 WILL REQUIRE PRIVATEP �Vs GRAPHIC SCALE 50 0 25 50 100 ( IN FEET) 1 inch = 50 ft. 200 0 U Z (L Ft W U) - Z W 0 Z UJ 0 0 Z U) T < < 0 PZ Z Lr) OP STEVEN L. DRIVER >- NO. 019933 ONAL SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 2 09/30/2015 3 10/30/2015 ASNOTED 11/04/2014 AE SLD COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. 0 TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET 3 a 0 J.N. 0831 8 OF 25 EX SMH F3-2 �� '�` 1` ,- :.a / ... ,,•'� s .:.., �. � ._,. •.,-,-... _ PHA E G�jrG+ ». �- TOP 581.93 .- 1-' 0 INV. 576.70 S 1 ..<:::<:»_<:>::::>»:•:. AS -BUILT --� VIA PLO - VV _E \ --CROSSING'�.. � 'PED SIG N°:: ••••� : l r ` LOT 620TRAIL CULVERT 1 `\ "-- _ - -- f PROP 18 LF - 15" HDPE @a 1.1% • ROP \ f INV IN = 579.50 T TD DRAIN -~' INV OUT = 579.30 "~. ►� `'° �62p - ,7' \ „ .- .. �,. \ r p!;. is"'� AIN '� x \ M -- PROP 18 E 'TRAIL CULVERT 3 •_..• /1 `, REGRADE 110 LF o 62 _ OF DITCH Qa 1.0% � � •t9 _ • � Y � t:: - � "13RIV S, -YP' `�� ...:;'� PROP 14 LF 12 HDPE Qa 1.43/° RAMP ' _ r'/ W/ FES BOTH ENDS (LENGTH INCLUDES FES) , P. � � � :> \ 600 d ''A - `, INV IN = 610.5 - �4l » _ b• \ 1 LOT INV OUT = 610.3 PR 1 O y`\\ w T DR / rih - � 4 r C'7 \ r� 4 �RIPRAP - ✓-'" f 1 /2 SY CLASS 1 A )JT ER , G /• EP OVER E TEXTILE FABRIC `�.. 6 DE OV G O o. -- �� �I, r X S �_ :�L.. T 1 yr- O �RP 18 W \ MbRA �.:::, <::. A ILITY _.._.. \ ,.ate.. -E. s ``- _ n 600 E I� T" < t9p0 P OP \DRAIN-,'TYP. LJ �,\ , x: \ P OPOSED :;; 27 Lr SWALE Qa 1.2% ' \ \ �� i , 1 5 7 \ .. 4' , ' / tfS`E 1 0 -LF F-6`WIDE- - ' r 1 I t ��`` ---'BI � FILTER -�1� \ �. � � Z _ OU ` r/� - REZING S#�4-FA9 r'' \ _I � -590 j LF'C& SWALE"30% --PB..OP4NL% •-ET' T. --USE 22 LF,OE 6 WIDE/ I a --� \ ' e �1 BACKER -BERM ! r JUTE MISS S Lf LINI„NC, $0 L ..7 SWALE WITH b>� s', \ ` 6' WIDE JUTE MESH O PROP S _-/ rte _ - - EX SMH E1-4 U` 1 c O RAIN : R 80 SINALE LINING / TOP 591.53 51 BMP RISER S ORM WAiQt ''� -'� - INV 579.88 '' \ N, ` i �: i J _ I A EMENT FACILI� �1 ! '� INV BUILT) ' EASE ENT /. fJd L -_�` `•. __ - _.. T`, _ i �ASHCROF, C4 e __ O 1-00 E I I N� \ r- 1 U A'� %/ J / y! GRAPHIC SCALE ! /� ) / ` 50 0 25 50 100 200 * Den I U_A E71 1117-771 r! / �� / �,r (IN FEET) A, � % � � _. Ijf � �,.r' � 1 inch = 50 ft. DRIVEWAY SLOPES DO NOT EXCEED 10% PROPOSED BUILDING FLOOR ELEVATIONS & DRIVEWAY CULVERTS Unit Garage Elevation Doorway Elevation 2nd Floor Elevation # Steps (Front) Pipe Size Inv. In Inv. Out BELLUNO 1 599.5 600.0 610.0 0 2 608.1 608.6 598.6" 0 �-d W ZU? 3 612.7 613.2 623.2 0 4 615.4 615.9 625.9 0 5 617.0 617.5 627.5 0 i-� 6 612.9 613.4 603.4" 0 7 609.8 610.3 600.3* 0 8 603.2 603.7 593.7* 0 7, �D �11 . 9 596.7 597.2 607.2 0 10 590.8 591.3 601.3 0 11 586.3 586.8 596.8 0 VIA FLORENCE 12 586.8 587.3 577.3* 0 15" HDPE 583.9 583.4 13 588.8 589.3 599.3 0 15" HDPE 586.0 585.3 14 592.5 593.0 603.0 0 15" HDPE 590.1 589.6 15 593.5 594.0 604.0 0 15" HDPE 591.5 591.2 16 594.0 594.5 604.5 0 17 595.0 595.5 605.5 0 15" HDPE 591.5 591.2 18 596.3 596.8 606.8 0 15" HDPE 590.9 590.5 BRUNELLO 19 550.6 551.1 561.1 0 20 554.2 554.7 564.7 0 21 557.5 558.0 568.0 0 22 559.7 560.2 570.2 0 23 559.4 559.9 569.9 0 24 559.7 560.2 570.2 0 25 561.0 561.5 571.5 0 26 569.7 570.2 580.2 0 27 572.0 572.5 582.5 0 28 574.4 572.4 562.4* 0 29 567.4 567.9 557.9* 0 30 559.6 560.1 550.1 * 0 31 557.8 558.3 548.3* 0 32 558.5 559.0 549.0* 0 33 558.2 558.7 548.7* 0 34 555.1 555.6 545.6* 0 otes Basement w/ walk out (12 Total) Z 0. 'VH Op � U STEVEN L. DRIVER 9 NO. 019933 SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 2 09/30/2015 3 10/30/2015 AS NOTED 11/04/2014 SAE SLS COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, idem, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET (K1-13 v J.N. 0831 9 OF 25 W Z Z Z 1 �-d W ZU? a Z i-� �4 , 7, �D �11 . 'VH Op � U STEVEN L. DRIVER 9 NO. 019933 SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 2 09/30/2015 3 10/30/2015 AS NOTED 11/04/2014 SAE SLS COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, idem, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET (K1-13 v J.N. 0831 9 OF 25 NOTES: 1. FOR CURB, RAMP & SIDEWALK GUIDELINES, SEE VDOT IIM-LD-55.15 DATED JULY 15, 2014. 2. STORM DRAIN LENGTHS INCLUDE FLARED END SECTIONS. 3. DASHED ENTRANCE RETURNS REPRESENT NORMAL RADII TO BE WIDENED AS SHOWN. SEE SHEEET C3.7 FOR STORM DRAIN SCHEDULE GRAPHIC SCALE 4. ENDS OF FLARED GUTTERS TO BE NOSED DOWN AN ADDITIONAL 0.1' MIN. TO DIRECT STORMWATER TO 20 0 10 20 40 80 ADJACENT CHANNEL AND OFF ROAD SURFACE. (IN FEET) 1 inch - 20 ft. MAIC HONE SHE co/ f 1 l•: SHEET C3 cc'v 1 / BACKER BERM NOTE: 1. SUPERELEVATE OUTSIDE EDGE OF CURVED � 6 ! J NO PARKING' ! SWALE MIN 6". SIGN R8 -3A... � 1-� '' TEE 1! - 8' GV""-- % 603.X f° i ,�FH r'' LOT 2 f /o`er. CG -9B, r LANIJf I X 593.7 i ' . /! 46&8 ° 3 TYP. ° f J l / f �/'` 3 2%.' a g 5 X 68.6 •,"'",..,,,... !! �-- / `' % l � � / 03.7 � � / �. ,,,,...: ._..-' v • 607.7 \. .: / 1 I 1 l I V G / �/ f f 6 X, / ° 1 +0p a: p �%2 j / ` I , % cn :::. / . X 608. ( � � EX SMH E2-1. \ . ••. ° V j X 98.6 1 / TOP 592.00 LOT 8/ • ' �' ! � i TOP 591.53 / EX SMH E1-4 � 1: �. /' � ` � 1 � / � 1� I INV OUT 584.47 / �°' INV 579.88 / ! / / f J l l wM � \ f i II\ (AS -BUILT) �i _ / / �o f ,� / T 589. 0 % l l f 600 3 • �- 1 586 0 / \ / / i � / e / ° l / � - � •' .. ,-- i moo / - / !� `\ / � � � / + / / o CO IL 5.5% 599.1 / ✓ l f 1 596.7 X 2°/0 ° I a� p a 596.3 3�o '/ D a ./ r ! E TOP 590 58 607I1 2 '� � 60 X 1% INV 586.07 { / 1 X 59 .2 / '�X 10.0 ' / � l 1 � � � � � � `'`•, • LOT 9 • .. LOT 1 ,- - _ _ ,,- -'' r / / ,,'' '� / / / 1✓ / SMH F3-4 TOP 584.80 � � � ! • r / -/ / f D INV IN 580.57 j /� / '' / �D ''r " �f 89.00 INV OUT 580.37 1 ' ? J v J / ,-� 6�Q /'r BACKER BERM I IN 58600 j f � j r ! \ NO PARKING 3 o �_ / /'� /1 OU 581.//z r 1 1 s SIGN R8 -3A 590.0 / �/ f f �,, •'' !\ \ 590.82%Zx _ •p�.7 y= ° .. '• /' / / r' r % / EXISTING / / �- - P+ S E 413 .._(�,_ `" ; . I J / ,� /' .' X590 r / j� / oX 60113 5913 LOT 10 °� __ , m 1` O E N S PACE I -3B y NEW STORM WATER MANAGEMENT L = 20 / FACILITY EASEMENT TOP 584.56 5 f/ i / mss' f / �/ / / l - NV 580.81 - /580 �, �D - �, OP 5 0.50 % L.= IS'� `- _ -- -w - - r-- - INV 1 57r7.5 / 1' N G \ cS� ! "_ `_` - DI -3B `�- - ! / IN UT 57 .3 \ \ _ -� '�.10+0 = 20' / / TOP OF BIO MIX PD1 `'�'` \ \ A E�4B TOP 581.95 `" ,/f `` h ,`'f EL 577.33 FESS/ EC -1 PH/,CROSSING INV IN 577.74 INV 577.33 %/ f --P , �4 �° PEGN W11P,-2 NV Q, IT 57 .6 ,/ f BOTTOM OF BIO RETENTION POND 81 ' r 586.3 •2% -- - _ SI � 585.E ... o EL 574.83 D-313 t _ EC 10' -.. a' ~- 3 r FES 2 -YR EL 578.96 � , ' - I �� INV. 577.33 /10 -YR EL 580.06 (1.04FREEBOARD) LOTOP 581.95 T 11 , INV IN 578.16 -° � ' 25 -YR EL 580.38 ! / 86. IN BOUT 57 .9��t P 100 -YR EL 580.75 0.35 FREEBOARD) , X 596.8 , -12C, ,i'r I , � � DETECTABLE � ��. _CKp WALK.• � 'CRpgSIN _ - - _- -°j / � �' ` ,,✓/ o �' / WARNING ' NG �PSIGNW\\-2 �/ / BR2 /f / Z NOTE: \ \\ \ ,/ ✓ ` SURFACE, TYP. '� ,, : i `� Np / ."� REE, SIGN �" '� I 'V 574.90I i � 581 7 1i2 - ST _ _ _ / 4 BIORETENTION PO D -"/"Al D" EDIMEN � . � � ,~.-.. 1 •. CG -6 `_ � R`,•,• :;:�P�N©A C1=SS;�''��;-.. .�. ;.,- ~ ` 581.3 � ...:. 6__ .., : f . DESIGN I6ZE ME PO SIGN :,. �{.-�'` �;� � � BASIN SIG U �S , 5' WIDE TRAIL �' /, ' ; STOP ; _ - - t 8`.y ; ,. , / SIZE AND SHAF ANDS ME OUT ET 1' OFF RNV • ' i 1 R1-1 58$- - « ' - ._. _ 03.;q;• ' ,_. % _ - 0.9 ,-- ..> STRUCTURE RISER! tea. � /� (SEE DETAIL) ... �' _, . �' $.., ,...., .�.. � ' : •..: - ' ALE 580.7 - -__ -- _ ,_ : ` 581:3 1 - IN 577.7 <.: "'`� 1 REGRADE 17 LF RISER -TO H E THRF�'E HOLE 581.1 0 _.�- - ---�. .,.`5?9.g '.- "NV 5 ��' �� •,,.,,.. ,�_ •...._ � DITCH @ 1.1 % f• 1 }' 4 _ _ �NE PLUG EDDU NG CONSTRUCTION 581.05 �``' cn N SEE FIG � r -i ENTR(VATE -� -�--- - EX INV IN 574.61 / 9-P ;�-_ 577.0 (AS -BUILT) Q� 0@M ANCE DET ►L - -- 1 AS -BUILT -kN WO PLUGyP FOLL ING r- - V > , ( ) `� CONVE ION T PERMA E T'POND. D Cn IA FLORE .._ �' , 9+ M „ NCE R'pAD GRGN 1 ° BP : 9.92 ° v �50'� B R 1 ♦ _ �% `. FIE \��,N �° E� O\A O �- REGRADE 40 LF ft lllp, SEE ° G5 Dt PNG� - -n m p r FES '' �/ ,✓ ,/ w O DITCH @ 6.3% IN 574.75 SMH F3-3 SN NE° E i &?, n p m DEPTH VARIES 0.3' TO 2.3' REGRADE 40 LF / P 58 e :1 TOP 583.42 \OE ��112 �R ��( r- %' E: X _ _" DITCH @ 1.0% TO RIPRAP INV IN 578.47FLP�NO0V - ��' ri_,... ° - _ SEE DETAIL SHEET C5.4 �, f 15 LF RIPRAP DITCH INV OUT 578.27 S --j '� QS - - _ ''`-� SHAPE AS "V" TO MATCH EX DITCH\ �- --- _.._.� USE 3'W x 1.5'D CL 1A RIP RAP / INV 579.5 r' PED CROSSING ,.-�'' /" "__ � - --- _� Cs'`-_ W1 FABRIC UNDERLAY '8 SIGN W11A-2 `'- QS �`"a / ✓ \ t / �; (AS- LT) INV 579.3 re�Op U STEVEN L. DRIVER 9 NO. 019933 jOIVAL SCALE: ISSUED: DRAWN: T: DESIGN,: CHECKED: REVISIONS: 1 02/12/2015 2 09/30/2015 3 10/30/2015 ASNOTED Y1/04/2014 AE SLD COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reprodneed, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without lirse written authorization of Terra Engineering and Land Solutions, PC. ©TERRA ENGINEERING AND LAND SOLUTIONS, PC SFIEET 3,3 2 J.N. 0331 10 OF 25 Z ate. W r+�a, Z j C W Z� W Z PH cf) re�Op U STEVEN L. DRIVER 9 NO. 019933 jOIVAL SCALE: ISSUED: DRAWN: T: DESIGN,: CHECKED: REVISIONS: 1 02/12/2015 2 09/30/2015 3 10/30/2015 ASNOTED Y1/04/2014 AE SLD COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reprodneed, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without lirse written authorization of Terra Engineering and Land Solutions, PC. ©TERRA ENGINEERING AND LAND SOLUTIONS, PC SFIEET 3,3 2 J.N. 0331 10 OF 25 CL ° � r r r r ,•� r / ,� f / 67.5 / l / f LA'N D r i f I / l r / /R I,D G E� / 617.5 % X 617.0 J/ ; X r 1 < 603.41 , I . / a / LOT 5 _. 1 616.6` 4 a 9 E 1! E f E IT WM WM d 5,4 .1 E LOT I i ° - N : BOA, ( f WM t 594/0 , j a : " � � � 612.9 �' YPE A) LO� CRIB LADDER STAIRWAY ' f EX SMH 173-5 , : , : / I (SEE DETAIL) q •py !. E 00TOP 595.25 Tv I ' { / 1°\ INV 586.35 J ) ° f' 1 � � / l � . -.-_, i .r .,:i:i.i.l:I.i.��l:l:i: •:I:i:l' 5- t 1 � / AIL iC NT , �� j FpA / • t / r (SEE DETA►L EKED) WM , rax I -4- 6)0.99 669.8 x 19 l .•.�°.i' 609.4 e'r X 0.36 / / r 610.14 C.1) 610. f f 1 X ,r � 0 L07 7 CO 1 f l f i r I i It GRAPHIC SCALE 20 40 (IN FEET) 1 inch = 20 ft. MATCHLINE-�"-= r SHEET C3.2 ,C' 'o -a. co-- `�) ASH -- -- ,, EX SMH E1-5 TOP 624.50 INV 614.22 1 625.9 X 15.9 '• 615.4 � •'• � "" .:: t \ /''� l 0 10 .\615.1. 5, WIDE TAT (CENTERED) (SEE DETAIL) r \ \ \ / f r X 613.2 623.2 , Al X" 612.7 0 - / / (0 ` . l TH Op � U STEVEN L. DRIVER 9 NO. 019933 ��SSJONAL� SCALE: ISSUED: DRAWN: DESIGN: CHECKED: KED: REVISIONS: 1 02/1212015 2 09/30/2015 3 10/30/2015 ASNOTED 11/4/2014 AE SLD COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All rights resen•ed. No part o£ the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ®TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C3o3 J.N. 0831 11 IOF 25 Z a rx U Z� a, W O C� u ■.r 117— F=, PEIIr W Z In I—P4 > TH Op � U STEVEN L. DRIVER 9 NO. 019933 ��SSJONAL� SCALE: ISSUED: DRAWN: DESIGN: CHECKED: KED: REVISIONS: 1 02/1212015 2 09/30/2015 3 10/30/2015 ASNOTED 11/4/2014 AE SLD COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All rights resen•ed. No part o£ the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ®TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C3o3 J.N. 0831 11 IOF 25 S10 BIOFILTER —...., FOR CONCEPTUAL GRA ING ti_._w.-.. � TIE-IN EXHIBIT. SEE SHEET EX1.0 --,__N610 39'5 6 W~ _ 295.42' X ��4 $4p T DELPHI LANE PLAN VIEW SCALE: 1 " = 50' DELPHI LANE * PEDESTRIAN INTERCONNECTION AND EMERGENCY ACCESS. AREA RESERVED FOR DEDICATION ON DEMAND BY THE COUNTY FOR A PUBLIC ROAD CONNECTION BETWEEN FONTANA AND CASCADIA. THIS ACCESSWAY SHALL NOT BE USED FOR CONSTRUCTION TRAFFIC. (RIGHT-OF-WAY WIDTH SHOWN ON REZONING PLAN = 40') NOTE: THE FONTANA SIDE OF DELPHI LANE MAY BE VACATED IF THE 55' RIGHT OF WAY AREA RESERVED FOR DEDICATION IS DEDICATED TO PUBLIC USE FOR A PUBLIC ROAD CONNECTION AT ANY TIME IN THE FUTURE. 50 RIGHT SIGHT DISTANCE GRAPHIC SCALE 50 100 ( IN FEET) 1 inch = 50 ft. 280' 3.5' OBJECT 3.5' OBJECT SIGHT LINE HEIGHT HEIGHT Z� EXISTING GRADE (BASED ON ROAD AS -BUILT SURVEY) 3.5' OBJECT HEIGHT EXISTING GRADE RIGHT SIGHT DISTANCE 280' SIGHT LINE 3.5' OBJECT r_ HEIGHT (BASED ON ROAD AS -BUILT SURVEY) DELPHI LANE 280' SIGHT DISTANCE PROFILES SCALE: 1" = 50' NOTE 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND VDOT STANDARDS 60 200 .t 570 560 550 540 530 520 515 10 + 11 + 12 + 13 + 14 + DELPHI LANE PROFILE VIEW SCALE: H 1 " = 50', V 1 " = 5' STANDARDS PROVIDED 570 550 540 530 520 515 15 • CREST VERTICAL CURVE: GS-SSAR, TABLE 1 DESIGN SPEED: 25 MPH MIN K:12K • SAG VERTICAL CURVE: GS-SSAR, TABLE 1 DESIGN SPEED: 25 MPH MIN K: 26 K • GRADES: AASHTO GEOMETRIC DESIGN OF HIGHWAYS & STREETS 2004 PAGE 382 A.D. = -2.0j% A.D. = -7. 0%.D. Z IL = 9.72% Uf Z K = 15 .00 K = 112.0 � W K = 26.03_-- u L = 30.001 L = 84.00' Z Wz� o�1 L = 253.00' M Z CL E � W b M I r 0 PROPOSED 2.00c, G ADE O LL R 0 Q U a Iv I I .�. I 000 FUTURE CONNE TION UWj> i B OTHERS <O 0j Uj I o j i END OF PAVED ROAD ON CASCADIA PLANS BY DOMINION ENGINEERING zz O U -1.28% 0OJ W I C° EXISTINGLL ! GRADE I 5 Q Ir C7 O CO— 0�0 NE E � v 10C) 1� L (0 In d N N Q U - U U U UQ m 0- m 0>_. W U m d W O O O O O N � N O N C'') M O M O CD N Z tY O r O O O r r r C+') 10 + 11 + 12 + 13 + 14 + DELPHI LANE PROFILE VIEW SCALE: H 1 " = 50', V 1 " = 5' STANDARDS PROVIDED 570 550 540 530 520 515 15 • CREST VERTICAL CURVE: GS-SSAR, TABLE 1 DESIGN SPEED: 25 MPH MIN K:12K • SAG VERTICAL CURVE: GS-SSAR, TABLE 1 DESIGN SPEED: 25 MPH MIN K: 26 K • GRADES: AASHTO GEOMETRIC DESIGN OF HIGHWAYS & STREETS 2004 PAGE 382 TH Op � rbc , STEVEN L. DRIVER Y NO. 019933 ��`SSI �Gti SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 2 09/30/2015 3 10/30/2015 AS NOTED 11/04/2014 AE SLD COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All righrs reserved, No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third parry without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C3a4 J.N. 0831 12 OF 25 Z IL Uf Z � W O �" u Z Wz� o�1 M Z � b M I r TH Op � rbc , STEVEN L. DRIVER Y NO. 019933 ��`SSI �Gti SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 2 09/30/2015 3 10/30/2015 AS NOTED 11/04/2014 AE SLD COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All righrs reserved, No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third parry without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C3a4 J.N. 0831 12 OF 25 BELLUNO LANE PLAN VIEW 1 SCALE: I"= 50' GRAPHIC SCALE ( IN FEET) 1 inch = 50 ft. NOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND VDOT STANDARDS 10 BELLUNO LANE PROFILE VIEW 2 SCALE: H 1" = 50', V 1" = 5' 62C 61C 590 570 RIGHT SIGHT DISTANCE 3.5' OBJECT 280' HEIGHT SIGHT LINE EXISTING GRADE J LEFT SIGHT DISTANCE 3.5' OBJECT HEIGHT BELLUNO LANE 280' SIGHT DISTANCE PROFILES SCALE: 1 " = 50' W r N e= (0 N N 00 Un L) ch N O -Z Z ch O IN 3.5' OBJECT 280' O J H � ' -tt 000 HEIGHT SIGHT LINE co X 00 � 00 3.5' OBJECT - _N: W LO cn `n HEIGHT EXISTING GRADE" co CV C14 -- 'O C14 CY)I (FIELD VERIFIED) BELLUNO LANE 280' SIGHT DISTANCE PROFILES SCALE: 1 " = 50' 9 + 10 + 11 + 12 + 13 + 14 + 15 + 16 630 620 610 :II 570 M (0 r N e= (0 N N 00 Un L) ch N O -Z 00 (0 I\ C-iLn ch O IN ; 00 O -7 It V) 0� NONO O (0 ' -tt 000 It' OR 1- OD N 'j;n Cr) W Z oo O co CV C14 0 C14 'O C14 CY)I VN N O P4 L0 O � cOCb COO (0O (0 O CD LCA O (0 (0 i O CO CO O [0 COr CO CD CD (0— CO (0 CO N (0 A.D. J 2.00% _____ .__-_EXJS-T1N. _.__......_,..__..._._..._.......__ _ __,...._.._ .............._..........._...._ e Lr) K= L = 0.00 0.00' GRADE •/ l r __.--- _ A.D. = 4.(0% A.D. = 5.50% ID. _ -3.50% K=5.0 =18.18* / / K=12.00 L = 20.00' L 100.00' L = 42.00' * FULL K = 26 (SIGHT DISTANCE) NOT NEEDED AT INTERSECTION / (DISCUSSED WITH VDOT) �p°�° 6 BOA, TYPE A g 3' MIN ¢ "' / COVER w O Q J a� U � a LU co PROP 4" C151 D.I.P. W WATERLINE Q < Cc i j ED ¢PROPO GRADE °�° ' < z � W ._...._.,......_..__ ................ _.._...,�.._._ ....... _............__._._............._.._�..,_.__...._. z O m l /PROP r DESIGN SPEED: 25 MPH W 6" C151 D.I.P. APPENDIX F v WATERLINE Z0) o TABLE 2-5 STOPPING SIGHT DISTANCE UJ _..._ jr ..; _ �__.._. _.._.__..,.__. ._ ..._._ ._. MIN K: 12 K(CREST VERT. CURVE - - -- X I MIN K: 26 K (SAG VERT. CURVE) _Q 4 W CO i Z a L T f fj LL CONNECT TO —:][-- LlO L ! EXISTING L. LL STA. 9+27.52 0 0 0 0 o a o o (0 L) co W W r- O o N0 co Z 00 - N ,-= co ~ ii oo O Cb o ¢ F- (� > >>>> 0 d d W o0 m d W LL WW m�mam ti 1� Z O� N N T LL, ti W O N N N N NW 123 - COD. W N C') -t Lo (0 Lq c + c0 ¢ X + CO 00 + O U 0 0 0 0 0) N fn N N N M 9 + 10 + 11 + 12 + 13 + 14 + 15 + 16 630 620 610 :II 570 'CH Op fy' U STEVEN L. DRIVER 9 NO. 019933 SCALE: AS NOTED ISSUED: 11/04/2014 DRAWN: AE DESIGN: CHECKED: SLD REVISIONS: 1 02/1212015 COUNTY COMMENTS 2 03/02/2015 ACSA COMMENTS 3 10/30/2015 COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Aliso, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. 0 TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET --130 J.N. 0831 13 OF 25 Z (L W Z W Z O ° w Z� P4 L0 Z e Lr) l tar 'CH Op fy' U STEVEN L. DRIVER 9 NO. 019933 SCALE: AS NOTED ISSUED: 11/04/2014 DRAWN: AE DESIGN: CHECKED: SLD REVISIONS: 1 02/1212015 COUNTY COMMENTS 2 03/02/2015 ACSA COMMENTS 3 10/30/2015 COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Aliso, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. 0 TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET --130 J.N. 0831 13 OF 25 ~ 510 "-- / NEW STORMWATER MANAGEMENTw_f FACILITY EASEMENT BR3 MH -1 TOP = 530.00 INV IN = 525.10 S2� S20 INV OUT = 523.40 Y D8 DI -313, L = 8' `�- TOP = 544.98 INV IN = 539.00 D8 INV OUT = 537.00 "-530 D9. DI -313, L = 8' TOP = 544.98 \ INV OUT= 541.00 D9 \'40-- � f 1 560 550 540 530 520 510 500 ! ! ,16XISTING tr RIVEWAI FO �N f 7LA ' RJ 111� - RELOCATED DRIVEWAY Fd- W_11/j ffffill STORM SEWER PLAN VIEW SCALE: 1 " = 50' (—n�) (-57) + 10 + 11 + 12 + STORM SEWER PROFILE VIEW SCALE: H 1" = 50', V 1" = 10' 550 540 530 520 510 500 13 STORM DRAIN SCHEDULE STRUCT. ID PIPE ID TOP ELEV. STRUCT. INV. STRUCT. DEPTH INV. IN (UPPER) 0 LENGTH SLOPE SIZE & MATERIAL SPEC orn o0) C:1 00 523.00 W o� 00 ADS FES D6 -D7 Z 523.40 523.00 40.00' 1.00% C) � M 530.00 o It � 6 MH -1 PROP D7 -D8 �, 537.00 LO 70.00' 17.00% 15" HDPE D8 544.98 537.00 7.98'D �4 _ DI -36 OLLED FILL D8 -D9 P�gFt, 541.00 �O 34.00' 9 �O CL <0 p� 544.98 541.00 3.98' D DRY W=IGHT DENSITY XX f_ BR3 F_ I— 514.00 I PER AISTM D-698 48 LF ADS FES BR3-BR4 515.00 514.00 48.00' 2.08% ]__ ------- BR4 524.16 515.00 9.16'D Z GRADE 18" NYLOPLAST (RISER) O !_ C) 0 of ro0 E d34 LF 15"HD E ! 11 W �1 105.90% Q ` f CONTROLLED ------- FILL ZLL Z; -'' COMPACTED TO 95% -I RY_WEIGHT DENSITY EX GRADE J I PER ASTM D- 398 40 LF 15" HDPE 9 @a 1.00% j Z O OW O O CD 7 o LO 11 Z LO LUII LOLO U II L0 II z_j Q Z Z Z Z Z g + 10 + 11 + 12 + STORM SEWER PROFILE VIEW SCALE: H 1" = 50', V 1" = 10' 550 540 530 520 510 500 13 STORM DRAIN SCHEDULE STRUCT. ID PIPE ID TOP ELEV. STRUCT. INV. STRUCT. DEPTH INV. IN (UPPER) INV. OUT (LOWER) LENGTH SLOPE SIZE & MATERIAL SPEC LOT A D6 C:1 00 523.00 W o� ADS FES D6 -D7 Z 523.40 523.00 40.00' 1.00% 15" HDPE D7 530.00 523.40 6.60' D 6 MH -1 PROP D7 -D8 I 537.00 525.10 70.00' 17.00% 15" HDPE D8 544.98 537.00 7.98'D �4 DI -36 OLLED FILL D8 -D9 P�gFt, 541.00 539.00 34.00' 5.90% 15" HDPE D9 ., 544.98 541.00 3.98' D DRY W=IGHT DENSITY XX DI -313 BR3 514.00 I PER AISTM D-698 48 LF ADS FES BR3-BR4 515.00 514.00 48.00' 2.08% 15" HDPE BR4 524.16 515.00 9.16'D Z f 18" NYLOPLAST (RISER) GRAPHIC SCALE 0 20 40 80 540 530 520 510 500 ( IN FEET) 1 inch = 40 ft. 160 + 10 + STORM SEWER PROFILE VIEW SCALE: H 1"=50', V 1"= 10' 11 + 540 530 520 510 500 490 12 0. 0 o ko C:1 00 W o� Z o Z U) Fa 6 PROP GRADE I - EX GR DE �4 CONT OLLED FILL P�gFt, COMPACTED TO 95% >n r k -i ;1 zi.... ., .., DRY W=IGHT DENSITY XX I PER AISTM D-698 48 LF 15" HDPE i @ 2.08% Z f O !_ C) 0 of ro0 In r Z Ln ! 11 W �1 Q O� O ZLL Z; + 10 + STORM SEWER PROFILE VIEW SCALE: H 1"=50', V 1"= 10' 11 + 540 530 520 510 500 490 12 TH OF L U STEVEN L. DRIVER 9 NO. 019933 � sslONAL SCALE: ISSUED: DRAWN: DESIGN: REVISIONS: 1 02/12/2015 2 09/30/2015 AS NOTED 10/22/2014 10 SLD SHEET ADDED COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ® TERRA ENGINEERING AND LAND SOLUTIONS, PC S14EET D 0. Z vi� W o� Z o Z U) Fa Z�, �4 P�gFt, b >n r k -i ;1 zi.... ., .., (, XX TH OF L U STEVEN L. DRIVER 9 NO. 019933 � sslONAL SCALE: ISSUED: DRAWN: DESIGN: REVISIONS: 1 02/12/2015 2 09/30/2015 AS NOTED 10/22/2014 10 SLD SHEET ADDED COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ® TERRA ENGINEERING AND LAND SOLUTIONS, PC S14EET D 1/2 SY CLASS Al RIPRAP - 6" DEEP OVER GEOTEXTILE FABRIC TRAIL CULVERT 2 ROP 10 LF 1° °„. P \Y� - 'INV IN = 592.4 INV OUT = 592.2 '`_- a'` ``" -� T ' / -, k/A-A-- STORM 4T _..,� Lt 4 LOQ $= _42A�c�% T - r�' Y :3`� 61�siO\ '-.`-- 0.56 AcTRAIL CULVERT 1-�'0.3$PROP I8 LF-15"HDPE@1.1%fINV IN = 579.50 ,,`�... \-`\'.,.. ,.,' � 6 Q --�"�-,'� "'. �, .,Z20INVOUT=579.30 LOTLo .25 Ac.DI-3BL=20'TOP = 584.56INV = 580.53.a\1 Ac: -- RAIL CULVERT 3 REGRADE110LF D2" - _ �� • \�_ -LOT2 . _PROP 14 LF - 12" HDPE @ 1.43%OF DUTCH @ 1.0% ! \-' ,` � 0.444 -AC `� �' / .;_,'`%W/ FES BOTH ENDS�' � \�. p ��LO 1.-� f.�•„ INV IN = 610.5"Ro6 INV OUT = 610.3 DI -3B, L= 10' _ • r4"TOP = 581.954INV IN = 578.01 (D4)�.r -� 1/2 SY CLASS Al RIPRAPINV IN - 578.01 (D5) \-,�:; � . .,,. ..� _ ..--'' INV OUT = 577.91 \ � �s�_� .- ,- � '�.,'y- ,•�.... -- 6" DEEP OVER GEOTEXTILE FABRICDI-3B, L = 20' \�'�.4'y,\� _"i �� °TOP = 581.95 �,\ ;�: PROP PUBLIC 20 INVIN = 577.74 i Q u ryry ',�`...� �e`a�STORM SEWER ESM'TINV OUT = 577.64��b0�JPOND ACCESS CULVERT ' R2YDPROP 22 LF - 15' HDPE @ 1.00 /° � �'' ''p�`''��ST INLETINV IN = 577.7�__NYLOPLAST INLET INV OUT = 577.5 I �+- '� TOP = 580.5 - NYLOPLAST INLET ®TOP = 589.5 tIn O ..--� _ __-. --� INV = 586.50- : TOP = 589.0 - '-' R1_ INV IN = 577.58 INV OUT = 577.38 INV IN = 586.00^`INV OUT = 581.15 j ` 'l /t `i -'� EX 15 CMP CULVERT �,.•,,,�,//_,� ...,_..--pINV IN = 574.61INVOUT=573.20(AS-BUILT) Zero 590 570 550 SEWER PLAN VIEW SCALE: 1 " = 50' n n n + 10 + 11 + STORM SEWER PROFILE VIEW SCALE: H 1" = 50', V 1" = 10' 610 e 590 570 560 550 12 Wire, 590 570 Me 550 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET) 1 inch = 50 ft. n n 200 STRUCT. ID PIPE ID TOP ELEV. STRUCT. INV. STRUCT. DEPTH INV. IN (UPPER) C) �rnCD Un �rn Nt D1 U) Z O 577.33 C0- II C+ 00 N+ � 00 � _._ D1 -D2 II II 577.64 577.33 r O~ r O r H 581.95 577.64 4.31' D (j) ll _ o II _._ EX GRADE 577.91 C0 33.00' CnCE 18" HDPE D3 r 581.95 577.91 4.04' D` EX GRADE t DI -313 PROP GRADE i 578.34 578.01 39.85' 0.83% 18" HDPE D3 -D5580.53 Cid 578.01 46.64' 5.40% 15" HDPE D4 47 LF 15" ADPE IX SURFACE __...._...�.... ADS FES _.____....._____ @ 5.40% 580.53 4.03 D* J PD1 EX GRAD 577.33 PRQP GRADE co ADS FES BOTTOM PD1-YD1 r Ln o Caoco 0 U*)uL0U n 0.50% 40 LF 18" DPE 580.50 OzZ 3.12'D O� 29 LF 8" HDPE @ 0.83% 18" NYLOPLAST DRAIN BASIN YD1-YD2 @ 1.10% 581.15 577.58 99.45' 3.59% 15" HDPE YD2 Z 6" WL CROSSING Z 33 LF 4' HDPE"I- 18" NYLOPLAST DRAIN BASIN YD2-YD3 L STA. 1x+65.53 586.50 586.00 92.17' 6 0.53% 60 15" HDPE YD3 II 589.50 (1' MIN. CLEARANCE) 18" NYLOPLAST DRAIN BASIN BR1 __ O 0 _._....__.._. BR1-BR2 574.90 574.75 30.30' coU Fz v BR2574.90 to t= U Z LL Z C? UJ to SECTION 1 ST2 560.00 M r o0 563.27 560.00 II U-) w u r-�LLO00 II ao L0� Z W 563.27 13.73' D F- _ D..w._-.-•- o F- L a �- u u u _ o 569.97 566.40 42.99' 8.30% OoC Oz Oz z Z � z Q > U_ Z > Z z > > > Z Z Q LL 1 589.50 585.90 95.06' 3.79% 12" HDPE YD14 591.60 1 589.50 1 2.1' D I + 10 + 11 + STORM SEWER PROFILE VIEW SCALE: H 1" = 50', V 1" = 10' 610 e 590 570 560 550 12 Wire, 590 570 Me 550 GRAPHIC SCALE 50 0 25 50 100 ( IN FEET) 1 inch = 50 ft. n n 200 STORM SEWER PROFILE VIEW SCALE: H 1" =50',V 1"= 10' + Zert 590 AMI 570 �.1 550 12 STORM DRAIN SCHEDULE STRUCT. ID PIPE ID TOP ELEV. STRUCT. INV. STRUCT. DEPTH INV. IN (UPPER) 0) N Un SIZE & MATERIAL SPEC SECTION 2 D1 U) Z O 577.33 C0- II C) 00 o ADS FES _._ D1 -D2 II II 577.64 577.33 r O~ r O r H 581.95 577.64 4.31' D (j) DI -3B D2 -D3 EX GRADE 577.91 577.74 33.00' 0.53% 18" HDPE D3 r 581.95 577.91 4.04' D` EX GRADE t DI -313 PROP GRADE i 578.34 578.01 39.85' 0.83% 18" HDPE D3 -D5580.53 Cid 578.01 46.64' 5.40% 15" HDPE D4 47 LF 15" ADPE IX SURFACE __...._...�.... ADS FES _.____....._____ @ 5.40% 580.53 4.03 D* DI -3B PD1 ROP BIO FILTER 577.33 @ 0.50% co ADS FES BOTTOM PD1-YD1 r Ln o Caoco 0 U*)uL0U n 0.50% 15" HDPE YD1 580.50 OzZ 3.12'D O� O 18" NYLOPLAST DRAIN BASIN YD1-YD2 581.15 577.58 99.45' 3.59% 15" HDPE YD2 Z Z Z Z g STORM SEWER PROFILE VIEW SCALE: H 1" =50',V 1"= 10' + Zert 590 AMI 570 �.1 550 12 STORM DRAIN SCHEDULE STRUCT. ID PIPE ID TOP ELEV. STRUCT. INV. STRUCT. DEPTH INV. IN (UPPER) INV. OUT (LOWER) LENGTH SLOPE SIZE & MATERIAL SPEC SECTION 2 D1 U) Z O 577.33 I,- Z o ADS FES _._ D1 -D2 0+ II 577.64 577.33 28.61' 1.10% 18" HDPE D2 r H 581.95 577.64 4.31' D (j) DI -3B D2 -D3 577.91 577.74 33.00' 0.53% 18" HDPE D3 r 581.95 577.91 4.04' D` EX GRADE t DI -313 D3 -D4 PRO GRADE 578.34 578.01 39.85' 0.83% 18" HDPE D3 -D5580.53 Cid 578.01 46.64' 5.40% 15" HDPE D4 578.34 IX SURFACE ADS FES D5 584.56 580.53 4.03 D* DI -3B PD1 ROP BIO FILTER 577.33 @ 0.50% ADS FES BOTTOM PD1-YD1 577.38 577.33 10.92' 0.50% 15" HDPE YD1 580.50 577.38 3.12'D O� 18" NYLOPLAST DRAIN BASIN YD1-YD2 581.15 577.58 99.45' 3.59% 15" HDPE YD2 589.00 581.15 7.85'D g 18" NYLOPLAST DRAIN BASIN YD2-YD3 L 586.50 586.00 92.17' 0.54% 15" HDPE YD3 II 589.50 586.50 3.00' D 18" NYLOPLAST DRAIN BASIN BR1 574.75 ADS FES BR1-BR2 574.90 574.75 30.30' 0.50% 30" HDPE BR2574.90 Z LL Z 42" RCP (RISER) SECTION 1 ST2 560.00 ST2-YD12 563.27 560.00 69.00' 4.74% TEMP 12" HDPE YD12 577.00 563.27 13.73' D 15" NYLOPLAST DRAIN BASIN YD12-YD13 569.97 566.40 42.99' 8.30% 12" HDPE YD13 588.00 569.97 18.03'D 15" NYLOPLAST DRAIN BASIN YD13-YD14 I I I 1 589.50 585.90 95.06' 3.79% 12" HDPE YD14 591.60 1 589.50 1 2.1' D I 1 1 15" NYLOPLAST DRAIN BASIN * ORDER MIN. DEPTH INLET = 4.17', INVERTS ON D2 & D3 TO BE SHAPED PER VDOT ST'D IS -1. .11 590 570 560 550 STORM SEWER PROFILE VIEW SCALE: H 1" = 50', V 1" = 10' + .11 :•1 570 560 550 12 0 o 00 Cl? ao a U) Z O C I,- Z o _._ 0+ II Z r r H d w o Z Q (j) fa- LJ x ZUj 44 r EX GRADE t PRO GRADE Cid ROP BIO FILTER IX SURFACE 30 L 30" HDPE ROP BIO FILTER @ 0.50% BOTTOM Z O� f� U CD w M g LD L ' uw II F- CI F- Z LL Z STORM SEWER PROFILE VIEW SCALE: H 1" = 50', V 1" = 10' + .11 :•1 570 560 550 12 'VH op U STEVEN L. DRIVER 9 NO. 019933 SSIONAL �� SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 AS NOTED 11/04/2014 A S]LD COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ©TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET O Z IL a U) Z Z o Z w o Z Q (j) LJ x ZUj 44 r t 0�1 ePH ta � Cid 'VH op U STEVEN L. DRIVER 9 NO. 019933 SSIONAL �� SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 AS NOTED 11/04/2014 A S]LD COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ©TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET O i L_ Z' EXMHB4-1—�"---— o PROP PRIVATE 10' SANITARY SEWER ESM'T �-- r PROP PUBLIC 20'SANITARY- �'�,� _ SEWER ESM'T, TYP. DT A 4 , LOQ` 13 yv- EX LATERAL FOR LOT 12 TIES INTO EX SANITARY MH SOUTH OF VIA FLORENCE .... � '�" s`- ,._-� �� _ _ �... W � N –•"�� � /i..", rr;? / r ' / ./ "�,,/' \�.. .",._.–� """'•' .,I � r's„'"�-^''"'rte :. ''"" "N— SANITARY SEWER B4 PLAN VIEW SCALE: 1 " = 50' i10 e M i70 P.1 i50 M GRAPHIC SCALE 50 0 25 50 100 EX. B4-2 B4-3 B4-4 B4-5 z oo h rn T CD LO W LO L 0 zo.j Cn 1.00 C? �� `I: N (A O -'t Ui t U0, a x 0 O tn 12- O 0 T O O O --- NOTE: EX GRADE ! IF BURIAL DEPTH EXCEE S 15', THEN PROVIDE DIP BETWEEN SMH B4-4 & B4-5. 8„ PV _ PROP GRADE 3' MIN. L� 8" PVC DR 35 @ 2.62 ° TYP. 113.00 0,09% J j _................ ...;.,,?:.._,._.._._„_ 5.4 CLEAR SDR 35 2.07°1° ... _.-____..._.__._..,__.,,.. __........ .......__..._.__,-., 274.19 LF 8' PVC 12” HDPE STORM DRAIN �t o N Lo r to 6 r-- LO r CO ~ 0 o co to JHS IIS IIS II LO II _.___....._.__,...._.....,,.._..._._._.....,,_....,--..".- ._. II E- II � II II m0Z OZ OZ D Z 0 Q ZZ ZZ ZZ Z Z + 10 SANITARY SEWER B4 PROFILE VIEW SCALE: H 1"=50', V 1"= 10' + 11 + 12 + 13 + 14 + 15 + 16 + 17 + 610 590 570 560 550 540 18 (IN FEET) 1 inch = 50 ft. M TH Op I J 0 STEVEN L. DRIVER Y NO. 019933 SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 AS NOT EI 11/04/2014 AE SLID COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLITIONS, PC SHEET C3o8 J.N. 0331 16 OF 25 z (L C W zo.j Z� t a x ., tn TH Op I J 0 STEVEN L. DRIVER Y NO. 019933 SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/12/2015 AS NOT EI 11/04/2014 AE SLID COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLITIONS, PC SHEET C3o8 J.N. 0331 16 OF 25 ter....-- ",W._�...,. _ .+•�" �•• J...,.... �-__'_„_ ._.... _�_ _,,.�,,,� ..,..!'..._-"- ,---^'" �,� .._-W- "`__, �� �--''� ."-"''�� �sl� .� � ,,,M .,..---'- -- ... -- r„� ...—�- _. 11 '^---.• �, � `.•..., �``'�-,. —SM-Cxy� C 600 1 Z V- 4 _ __� --•i- „-- - _- - PROP PUBLIC 20' SANITARY SEWER ESM'T, TYP. LOT _-LOT 6 , /! �r � -- ,__-% � --" _ LOTH ,; � .._....-- 61 0.56 Ac.- �`'' '0.38 1 '� / .."._ r _ •',_ ; - 4✓ +620 620 -1' •.� - - -__ __ �' f e r"\ e p.': ''`. W ` SMH E1-5 �- \ 4 ✓ LOT 10 �_ ' ��., -0 .,� � ;.�~ .. -- -,.� 0.33 Ac � W "�6a AD SANITARY SEWER PLAN VIEW_ SCALE: 1 " = 50' 590 570 E 1-4 FX_F� —2- T) Fri 50 560— + 10 SANITARY SEWER PROFILE VIEW SCALE: H 1"=50', V 1"= 10' + 11 E2 + �. r _ 2071 �\ =� f L T3 LOT 510- F 10- 300' =�` '�'�' / ''� J \\ 1 MH El - EX 20' SANITARY WER ESM'T, TYP. GRAPHIC SCALE 0 25 50 100 200 (IN FEET) 1 inch = 50 ft. 600 i90 590 i80 580 i70 570 i60 560 12 60 + 10 SANITARY SEWER PROFILE VIEW 630 620 610 570 560 E1-4 FX E� 1-5) EX. F3-3 F3-4 F3-5 11 Oco� otLco Tp+(.0 o� �o ti �� CY) C\l O O O N ON W Z i J + aN0000 j 11 T CbO II II go i IW 0-Q IZ / 0000 00 cm 00 000 O" O PH rn rn en 1 II (br II EX GRADE Ni- U� :: T T T MIN. PROP GRADE TYP. 0— 00 EX GRADE 3' MIN.1 1 00 /. TYP. 0 _ LF 8" PVC 65.7 ! ( SD 35 @ 2.12% I 22.�7 LF 8" PVC G O SDR X35 @tx 15.28% I j II r N II I L1J W i O tt O ! r-- qO� 00(P 00 PROP GRADE LO O O tr) -.I- tO co r N !: 1 W ItLo")) UC 0)tl� II N 3 11 O o if if --- mpzz pz I ; I O azzz z QZZZ zz z 560— + 10 SANITARY SEWER PROFILE VIEW SCALE: H 1"=50', V 1"= 10' + 11 E2 + �. r _ 2071 �\ =� f L T3 LOT 510- F 10- 300' =�` '�'�' / ''� J \\ 1 MH El - EX 20' SANITARY WER ESM'T, TYP. GRAPHIC SCALE 0 25 50 100 200 (IN FEET) 1 inch = 50 ft. 600 i90 590 i80 580 i70 570 i60 560 12 60 + 10 SANITARY SEWER PROFILE VIEW 630 620 610 570 560 E1-4 FX E� 1-5) SANITARY SEWER E1 PROFILE VIEW SCALE: H 1" = 50', V 1" = 10' NOTE: SANITARY SEWER PIPE LENGTHS ARE FROM INSIDE EDGE OF (4'0) MANHOLES. * CONTRACTOR TO CONFIRM EXISTING PIPE SLOPE AND REPORT TO ENGINEER PRIOR TO ORDERING NEW MANHOLE F3-3 630 620 610 M 590 570 560 14 EX. F3-3 F3-4 F3-5 11 Oco� otLco Tp+(.0 oC) 0.) a �� CY) C\l O ON W Z i J aN0000 j P4 go i IW EX GRADE C) / 0000 00 cm 00 000 PH rn rn en 1 II (br II LO Ni- U� :: T T T MIN. PROP GRADE TYP. 0— 00 EX GRADE 00 /. 0 _ i G O I j II II I i 3' MIN. ! PROP GRADE TYP. co r N !: 1 W N �a'M LO F- pL0� mpzz O o if if r m II F p I ; I azzz z SANITARY SEWER E1 PROFILE VIEW SCALE: H 1" = 50', V 1" = 10' NOTE: SANITARY SEWER PIPE LENGTHS ARE FROM INSIDE EDGE OF (4'0) MANHOLES. * CONTRACTOR TO CONFIRM EXISTING PIPE SLOPE AND REPORT TO ENGINEER PRIOR TO ORDERING NEW MANHOLE F3-3 630 620 610 M 590 570 560 14 SCALE: H 1" = 50', V 1" = 10' + 11 F3 + 12 + 13 + 14 ¢ 15 + 16 + .11 590 570 560 550 17 EX. F3-3 F3-4 F3-5 11 Oco� nOQ Z0 Z ON W Z J aN0000 j P4 go i IW Z C) 00 0000 00 cm 00 000 PH rn rn en 1 II (br II LO Ni- U� :: T T 0— 00 EX GRADE 00 0 j 3' MIN. ! PROP GRADE TYP. Inoq 91 LF 8" PVC 35 1.91 % = _ — PVC` 203.08 LF 8' 0. DIP 4% SDR 35 @ .,,.97016 __CL 52_@ I O N C? C? I FZ 00 LO 0 U') CD LO 00 U-) O LO F- IIu IIS IIS It jL m OZ OZ OZ O I z a zz zz zz SCALE: H 1" = 50', V 1" = 10' + 11 F3 + 12 + 13 + 14 ¢ 15 + 16 + .11 590 570 560 550 17 " TH Op L U STEVEN L. DRIVER 9 NO. 019933 11 �I QUAL SCALE: AS NOTED ISSUED: 11/04/2014 4/2014 DRAWN: AE DESIGN: CHECKED: SLD REVISIONS: 1 02/12/2015 COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system wiihout written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ® TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET 0 a z_ Z0 Z W Z j P4 go IW Z PH en Ni- U� :: " TH Op L U STEVEN L. DRIVER 9 NO. 019933 11 �I QUAL SCALE: AS NOTED ISSUED: 11/04/2014 4/2014 DRAWN: AE DESIGN: CHECKED: SLD REVISIONS: 1 02/12/2015 COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system wiihout written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ® TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET 0 1111f r III I I I ;--=--.-- r HYLAN D RIDGE ` j / f x+ JJ t JJ / /t f (J 1 !r / 7 � JJ�� }/` "".""s,�r � t � I 1 � � i i i � � I ..--'----' "_'"'_=._..._�- �'� r° •f/�..--^- '��r,,%°,i' l `e � 4 ,�� �a ---- y\ i 1 / fI/ � ` / P /f jj i� / S S j} � 3 ���}'ty l 1# i __....._ - � / ��r '!�"'r,,;� ,r, ;,.,�r',':'r/�/.'}' ,+�,, r r ;• � (/jP�jjt f � ,f (1 j��{)�1 � , � �( `""w, _.-.-. i �j ° �} 7 I � � � I � ,,,+•`- /r��, ,`�--- /1" ,' / -✓°� ,, r' r --f rw•-_ / 1 ( ) / J /1 � j�/ � i { d , � 4 i � � 1 r / J�'-� d j'J .'r r,+�`'r- ,/' - .r--- -_ •___'"_ �'.. �-�-�`�," �,, �`� �� �1/ p � (� �� f ` f ,1 � l '�I�.:�,�-� , 4i � 1 � I � � } � �, �; ^ �. � '� //r,ii� � ,,.,�, f � /�' ` /�,-''�,5,-r,,r �-,,r-• � �� ,� .,� �� ` .��-•_...___--'�---^'.__ _ `'^�,..,� �,, ` �.�`'\ '\� \ __�... .'r--.`' • ,; , / % j � j /l f S+ ,�� 1 � I � � � i � � � ,�,..'' „r"•-„'.-' ,---/d"r', f'd�.�,„' ..1�,�/�,, r ,✓"�'/,f',''.,r r -' ,..�”" -- i l% ./''� �`O. �•..�,� .-`-'�.. ____ ---._---_,.._. ��"" `�.`,�,\",�. \ \, ``W., __ .r.-.- --"- �``. �,dr ''(/,/�/,°'',r.�°��+'� f�� , i(� 1/J�/ -� J t 1 i tj � � � � � � `� j �r``�--/,.��s' J'� % �-'" ,d`,�',,�'/,r/,,,'`,o'' � �j'.' f% _--- ._.__ ___ � _'., "„� ,....^. ......._-...,---.. �.... �"_�....._.___-- 1 � I 1 � ! � � ! � � / � /'�/ --lr- ._._..-.. __ �.•. �: � ."�."� ~� "__ ....�..._..`�' ____ - ----„" "�-.. �`��',`r., � `� \y\ `\�` `�...� °`Y_ ,..__ i' 1 , / /f�f j/'�/, / '�J-' ,�'� 1 � � � f � 1.,_.-�"� /- / •/�r'-"� rr jJ /i✓ ,,�+` r ,''`r �%' �+' ✓,,•r ..'"'-- r,,,,..�. __ --�^-. _._ __ � �. .,,_,, �'`----'""`,.� � � i � / 'r- .._.�.._ ____'-^'""�,-"'^,,.,, •��`�"" - --- --- .'"^__-` `. � \ -----" .✓ � ��V�' X13 \�... ''i r' i f / / __ "' .- ~.. �' �``• `- - - _n __ e �=\ �\ - _ � �- ...�-.,.� ,,-��- ,-�- ,�.--. - .-� ..�.- _-_ .�.. -..._..-___.__ __-- �____.....� ____ __--- •"-T / '' �! d % / l / i t�.•---...- ,r.,r-..,r ' ,r,.�..- ,/`d''''; -'`r/ f / .,--' . ,/ /�.r ....,- .�._.-.- ----� ...�......... _� - - �..... �. �-•-•-`...._ j �' 1 ' , r 1 �' �,s- - --�.• -.,.� �-�._ w .._ ` _---"�. ,`.� \\` \ `\\` ``v.R,�'' --` .�, s .�-, � 1g j\� �.-_.._..... .�.�.. _._>� _ _"" -•.-�.._ ``^� � jLj1 i j 1 /' ---- ...,� — � ,, ,� ..,,,� _ � --- 520 --- \� ! �4ti\ \.....-.r-. -+-,o �'..,✓~--'�'-r-'// .i �` `/ ,� ,,- -'�' - -'_ _--- ._....� �' f 1 1 fJj i ! 1 ff ,J- .,` .,,,�`• __ •_•- -- -- d,, �,.,�`�^,� �\\ -.,,. .,.�._....._ _..........._ ..y---'• ..'"`r •�� ' � � .4" \��`�, ''. \\ti ✓"`.�..,r"' fir• r, �'ry.'• .r"" � r �' ! / � r ...., ..._.._._.. 1��' ^-�,.,/ � � i � I � �.,�• �.•..-,r,\\tO\\ ``'�,.,� •,-�, .,,,-...✓ /' 70, f ""'-'., ��'^.\\\\�^. "`��^e\`....-'' ,/� .,,, f /' /,% ,,•� ,r f `' �,+ rr r' F/" .r"' .i'./ r•--•+ �..-"- �..�. ,,,-� ���----._.,._ �'" 4�...~"�"-...,,.`h �� 1 �' /r J .. -_.. ",,,�,}_. \ \� .."v"_'..` ---..__ �`"",\ \ �`�\�"w,�\�\.\� �� �'�•`." lls �„� � j 1 p � �� !y^+i��r � i ° � � � � °, ,,\ "S, . � s,,�%r � /- k f r! -,,r / / / � /(O�r ", J,,. f',,-� �/ �,.. �� � �""• � _ �,•`` � // ` ... �� ...r--- ...'"'._. ` ..,,,,~``v. �"`� � �'�\ \\ � �,� -' "�•-,.. ..,___ r'^� `. /'' ..r f,..-. � � 1 1 E� F�Ip ��A`f3� � � '`d/ r f � `` ;!-! �`" r ,d'(/ % r'.°'�,%�• �- /�-. .---- -----. � _ ._--- _ � `^` � .� � .� •.,� .�••.. ,1 f i � � ! / t ' ''�- "-..,. �`a `'"` � _._ _._..._.. ___-.__ _----. � ��� ~`,.`a,, `•''''�� `'`�\F'`� `��... �`'' `''- 530 j Jill dr 4`�` biT H � \ .---./- , ! % /�C` --' ,, d ,�,,,,,' ; �• .- '.".--- ,>•,..- -- `� - --.-� _ _...___ ----.. �-- r _. _._ -- -- �.. ---• ` •� `� e 1 � ri ---- ti- _ `�`... �~- ---�. ____... ..�---. __.,...... �. '�`� �.•. w,�,,�'�.� �y,\\``\`� +�, ` -..... ."..,�,,--�-�... - �-....�. � I'' �... VVVVV \ 1 j \! -''"fir/- ,r/"/r' / .; r1 ,� .f J�'"d�r(_� f'- .r-� �,✓ -- ..----... -' .� \. / 1 / / ..a... _ _._.....�. .�.�. \ \ \ �'''�.`' \ \ \`�``� =- ;� �r- �-rc ,,,.�.�� l � � j --1\ \•`� 1 ;�...--,�,r �"` ,.i / � ,,f- �.J ' �r Fe^.� /rte„ �''^ „�,_ � .--••_' � \y � f/ � � � "^ � � "'`•..._ -.e�_ ^ ` `""�,„.. '��.. \ � �\\ �...,�'"'""„`-'T++.,.•.,,W •,\ � �"-- f �4�a r � j 1 I � I � _,�4�1 i- ...� ,�+� '` ,/` �P' � rj � ,-- _ _r _._.._ _.. ._._. -- _. ...---•-- � --. .�, •...` \ \ _ �']t l / � �.�_ \ `- - ._-- ' `� --- �` „�� \, \ •,\\ _—�~� �,�.•.��--f �'r�=-- .% _.,��,'`'" �/'� -"-� '` ..._......1 � � 3 � i � � .....�\\ ....,,� � � ._... �_� .�^'" r'`'/ '�� f 1, f � % �/ s � % �f , -"`' _ -`�.. .--- �'f ` `.. � �, �'�• ` �/ ,r � ' � l � � I f � � � ---- ._ .-.-- --...�- _--�.'_ � `�,,�. '�1.. �*^: `y`` �`°�•��` `w.,�`` O�``�' ,J'O','''`✓ i p ,/' .../ / � _._. ......,...._,-..-...�'..W.."" � � � �' � ��``�, �.,.. \� rte- !i ...".`rr j � ! �� � f 1 Z!'�' � r1 ,% �"--. _` a`.`'^^ .- s ,�..•�'°' J --• ._`,.' � � �``�,,.._ ..-..'-' P� % I J p f � / ! ! �,...^..._. ...--".'°_'Y ./'•- _..`r. ." `.,,� `"`..' `+y �``.� " � \�\� !!✓�Q / � ,,.0 ✓'r jj --� �J � � �� d ` ==�' �4 � � I � •`��'`�.,,`�'` d'� ._._._.. �,,--� ! � � i � � / j'/ � � _____ – +— _• -- "-�,. �.`r -- _— /" f �f � / / ,, , per•. _µ __ .�``�•� ~ 4 ``�` � � �`. ��� � �" -''� .. l-- /' r r \ ^~ I _ / ,'-" - ''` ,• ` , /ter' �/ Nov t - 1 0/k/ (,+/ J \ .M"�, ov \ "� / �.,1 /�" "-..i / /1 /'r ".".^�...... --^' -""".. ....-'"..". ,-<..., _..... -'^ J^",.,• �% // d ,1� / / _..._., ,_,�„�. ''^"".- ^�" \� �" \ ..^^,'.�^ .w^''` ,.,..- �,^•i i f � j �� "`� / ��``•,, r'""-^. /� ?�� ' � , � � 1 ' � F ..'-`�. \. �' f'a, !_.m"" _.....�.� �, � � {g� � l 1 �, ,""""._._ __-'___ __`- .._. �_ .✓-' "f � ...�-- _ -s., -_.... ___._ .•-- �a ✓ „�- ter,,. ,--r'" � /-,/' % 1 � .../ !�� 1' / � '`. � +, �,,. ��` .i'' a 570N 118 _ /oi LOT 13OT L / \ ' � \jq} � � � � 1 � / � /J / -' ._____._ - _.- ___�'_• �' ,,.,�.--� / , /orf ./.-^ / ,.� �i /`f � __ I f 11 6 REL�CAt, "�..,'~ ,_...✓ r d !/ / / % % • VJ i / --- ...-a....-.. .�...-... .-^'("' '�"''�- .,,i'�' "'�'..� �� ...--..""' `� / r"� / J '� d .�„ d b LOT 1 4 rr •,m `�, r.,,",. i.r--- r,..�-Y' TE LEX.LAN©' � .1 f -` 1 / .....-- -i--°" �i �,QYPRE aJ4EES / oi LOT 15 ^.!'�, a\� \ ( ai � ; �._ r, ''...- � j jJ{ r",r' � // J jI d ! ,/,r _..-....� \"- � J,... '`-� /^ '/ '' .. �-^' 8 b � � �o ..✓/y' . e. ./ °`C� M \ ; �"�'�-�",.---'�'= _-."-,-,�-J / - � fir'' � 1 � rZ J ` i 3 ..� / /' f ( f ...__._.. �-- ._.- r7 ._.-- � / � '...;,it':!r'.'.: � . � � ) -..-- w ^"-.""`"'•`.--� w . Y_ '" m � i �._„- /'f ,rte f'� 1t � N .r" , �, // , ...-• -- _ . • - 8 � .- ::�' LM o,. i �.- _,_,_ ...�.•.�.---,��� f ....r- - ,/ �/' /' �2``� � - / � "''r'� ` �•�"\ � �.• �/ r .✓ / �/,�' � / j ...-- 0,.. � . _ ' �ga % � .--'" '►� / � �. / -�r� / �y .-.` � " r- �- �- -•'"" � .` . ` '^mow``. � / ,r r'r •^'`' �"'�./ 6jA.a i ` / ! / r' �,C '`r' -", �• • f' --..W iS� LOT 16oi ry r _ �� j r / " r rJ / S: -� - - .�. ►• r r �` r-/' - s / �I f� \ \\ JI/ r - ,,,/ �' _v- �, j-._ ...J f - ' ., , --•--", / /- j ✓'�+�`�O 1 ///-'/'"^.�'' .•--r~• ,�% / / �y /�' 86 � r,.--.' .. „� .,�-` • r , .���r^ -" /,.,� �'\. % / J�4r r I - o / ( ¢ , r !,,•' ..<:'. / ,,,'% r- / / 80..i" �, ` �/ % �� �, r'� 'r / f .. ' LOT 17 f O �- , - �. ,/ 4",A/ ../-�� � .rte � i ' rl ,%� J � r �....-"'' iS .::.::..::.. .. a%'.'•a. t,:': :: � v .� !-' r,. `� --° j ,-� \ r / r /( ✓� T 18 ' t' . , f - 0N �© �� S.115\0 .. ff rr gxq 600 1-s' Apt;/ 4 r' °'� ✓ � ? \ r .✓"' _....__. a--w� .."t.�.. _.._-- ;,y � l / jr � �r � � j ::�0' / .f ,/ .�... .:,•:::.. d r ,,,,,••• .-,•--^- / / ! ._,,,�•^ !^``� ?� `'.,,, •'�,h t ..-'�;J- ��'� i \ �."--' -^.-'" /lr,r �r1'`� �,r r /'-� /�/�//.�,�`'':`l�.F '^,,...� ` � J�,/ /"r' ..�" �,''" // �``, ``.., r•f /` / :::'..•,/di s'' _'.'...�.� .-`'s r �; ..'."' ,"'�""'r •\ � l ��4v" � � ,,s "�� / � t � �-.,._..,,.-,�:�- ';./ ,y" ter✓ / .r � �/ / �.,:: ' �`j / .''- % "` -^ �. ```���. % ,�•� '^� ",..- ,r-..- r✓ / I ....•.".' �-.__ -�' j ! `'` r•'�.q ( �.....,., ..-_ NJ ...✓ _ .• e,,..-."" t 1j)I ``�`', � �/ \}Yri% ...."er'"" ,_.r.,..- _./'- .''�'w �{ pp** r ,� /,r r ! ,�. ...,"�-".. ..._.... 0 ,✓� \�/1 '►'�� / ,,---' " .. �,.-•\ `''_ .---' ,.-.--�~ �,,,,, •�° _ ._--'-- -- ._...._ _ 1 � s "`�>. 0 � \ � � `` i � � ' /�,, r/' � �_ ( ✓' \ ,�, / � ,//' - ,..�r � ,%' � ""� !,"` "'SFr � �''`.,\ �°'` .i ,r ----- �,,�' . � '`rr�,,,,,. ..� .,,. '." ,,,..-•_' ~�/ . "�- /�' ,,,,..�/' .,.--•^ "...,""" _._". "w..,.,,,_ \'`^` �v °,,✓ ` f„P 1 r ,✓ ! /f % \ �� `✓..� f/-' /'( J / rr"' ' f yr' ' A / i '� ✓" 69- 81-'010 .s;,r/` ......- _ '0' ✓` J �,-� 1.: ` -- •_-- .s-- -'`� '�-"ry '.�...- "' -. w - ~""`�,, � -�. � 11 2A' 0 rte- �, - �•-- .r� ,r , , i s' / / .r / � � ! � !', r_ CD 41 %� 0. _._. ___...,.,- ter^'- f,i. �----»... f \ � `'--•.. �� % �',, � �� � ��\ .�.--. r /" � .;..,:r:;�rm��.r"/��.. ._.--- ,../'r \ ,/�/ % � / /O �*'r� l ! � /� � I/f��-� /' 79 eol el Of 00 Li (> `-- l ` �,\ - s \ / ,-'/ ' / -'� off ;:' : �r \ r--� /�i •... J f t ` ` e\ \ /i -' -r'! -r'r f rr'r r'r ��. /✓ / r / f �, t ?T i \ \' 1 W-- - ,r '" 0 4 / Q �" J 3 jC , }� �� _ f / r r,. t / % //1 f 1,� �,• - r. f r �- / / // , i 1 J r / / r! J l d moi' ` ` \ n / /�� _•. _ / 7 ` �. / / ! `...%� s./' ;r'' 1 � /j I� J ,./ ,r � 1 � y �` "'" —.. 6- �".. �f • % \ �,, / / .- n / • / / � .,r' /` ,✓� `\ / / / ''`" .� '''/ \ � 1 %s' - i ,.✓ 7,,- "r /' f 1` ( j �a `r✓W r \ f ,-.•- ,- /' / s ,�/ / / /J ,-r �a `'i'.':. ._..- r,r;,y .-",..�,,,,r"` ry // DRIVEWAY SLOPES DO NOT EXCEED 10% GRAPHIC SCALE LOTS 12-18 WILL REQUIRE PRIVATE PRV's 50 0 25 50 too (IN FEET) 1 inch = 50 ft. 200 PLANT SCHEDULE — BIORETENTION FILTER — LOT A KEY BOTANICAL NAME COMMON NAME QUANT.SIZE ROOT REMARKS CALIPER HEIGHT I SPREAD SHRUBS Ox Clethra alnifolia Sweet Pepperbush 1 --- 18-24" --- Cont. Z aIlex glabra Inkberry 1 --- 18-24" --- Cont. Viburnum dentatum Arrow -wood 1 --- 18-24" --- Cont. W- s Large Shade Tree From County Approved Tree List or equal 1 711 /2" --- --- B&B r U W W rz C/ W Z J S U C� G ,zH OF L EVEN L. DRIVER 9 NO. 019933 ► ��0� ll/10/19 41�' ssjO1VAL �� SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/1212015 2 09/30/2015 3 10/30/2015 COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ® TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET r'_1 4la 0 k'j-i J.N. 0831 18 OF 25 Z (L Z o k-� Z �� o z U) a�A P4 W- Z FH P4 4 rPH P4 P� t�H P4 R b _T Pe) H ,zH OF L EVEN L. DRIVER 9 NO. 019933 ► ��0� ll/10/19 41�' ssjO1VAL �� SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/1212015 2 09/30/2015 3 10/30/2015 COUNTY COMMENTS COUNTY COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. ® TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET r'_1 4la 0 k'j-i J.N. 0831 18 OF 25 Co V6 0 111 HY0- LAND----- 0 -T 570 . ...... . ......... 'd -580 N, "21 OT 6 -4 LOT -8 61 4d 610 LOT 5-- Ad --E 1`11G LOT -'-4B- PHA E , -620 \N VIA PLO e45 e's 0 `�, \ lA� = ; i '� 1• a • OT PO _74 PROP -18'WIDE DRIVEWAYS, Typ 0,/ ZI Z, 6 0 C) W P0 XIISTI NG DT 1 y LLJ Z_ W E / \ \�\ \ �00 06 UJ z 54 1 A 'Orl SWM LSM'T 0.315 AC Vi Z, f `/ '� �� % ��'``'' � ~l' ` !--- �., �"' _" A(AS'HCRO ------ EX. PATH F� 'J __-- -- " / E I ii 590z )0 z S XI IN PERF. UNDER DIiAIN, T E/413N Ly OX Xl� (D/ 98 F-1 X -N� _41 N DETAIL SCALE: 1 it 201 V - 7i N\1 Ah GRAPHIC SCALE 50 0 25 50 100 (IN FEET) 1 inch = 50 ft. 200 ZZ -\d 000 - COLLECTOR PIPE PLANT SCHEDULE - BIORETENTION FILTER - SECTION 2 KEY BOTANICAL NAME COMMON NAME QUANT.j SI ROOT REMARKS _T_ CALIPER HEIGHT SPREAD SHRUBS OClethra. alnifolia Sweet Pepperbush 18 --- 18-24" --- Cont. 0 Ilex glabra Inkberry 18 --- 18-24" --- Cont. Viburnum dentatum Arrow -wood 19 18-24" __= Cont. Large Shade Tree From County Approved Tree List or equal 19 1 1/2" B&B �TH OF A TEVEN L. -DRIVER NO. 019933 SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: 1 02/1212015 2 09/30/2015 ASNOTED 10/22/2014 AE SLD COUNTY COMMENTS COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means or retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. Q TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C4,a I J.N. 0831 19 OF 2S GUY W EDGE( ROOTB MULCH EDGE PLANTI STAKE RUBBE,1 .1— BLACK RUBBER HOSE - 2 STRAND TWISTED GALV. SUPPORT WIRE SHREDDED HARDWOOD MULCH (2"-3" DEPTH) — MULCH PIrl RING I 1/2 HEIGHT OF TREE V -CUT EDGE (SEE DETAIL) FINISHED GRADE gni^ilii=i —_-u �:: �� �:-r � �-• � �rrir—T_m GUYING STAKE =IIII=III) IIiI �I�� �I�1=IIII-IIII- (2"x2"x3,) _ = I ROOTBALL 12" �Ii� �I iIII -IIII-i� 6" COMPACTED SOIL UNDISTURBED —:„� �,.:::-i''�:':±;.;.:�:_�III-II SETTING MOUND _II���111=IIII=IIII=IIII=IIII—. ii= SUBGRADE '11.=IIII=IIII=IIII=IIII=IIII=IIII=, EVERGREEN TREE PLANTING AND GUYING SECTION N.T.S. 4" CRUSHED RUN AGGR. TOPPED W/ #8 STONE Riser BETWEEN RISERS Backfill Dado 1/2 carriage thickness. lb CIO Carriage 0 Four 20d Galvanized Nails Per Riser (0.36" 0) 6" Embedded Sill NOTE: STAIR TO MATCH PROPOSED LONGITUDINAL GRADE GUY WIRE EDGE OF ROOTBALL MULCH RING—� EDGE • .� PLANTING PIT STAKE RUBBER HOSE BLACK RUBBER HOSE 2 STRAND TWISTED 12 GAUGE GALV. SUPPORT WIRE SHREDDED HARDWOOD MULCH (2"-3" DEPTH) PLAN MULCH Fm RING \o V -CUT EDGE (SEE DETAIL) FINISHED GRADE PLANT SCHEDULE - LANDSCAPE KEY BOTANICAL NAME COMMON NAME QUANT. SIZE ROOT REMARKS CALIPER HEIGHT T SPREAD TREES LT* Large Shade Tree From County Approved Tree List or equal 111 1 1/2" --- --- B&B Well branched * Large shade trees to be planted at a minimum of five (5) per lot. and using the guidelines outlined in Proffer ZMA 04-18. All trees are new plantings (No existing trees to be retained). OTHER LM Low -maintenance non -grass groundcover From County Approved List or equal 0.07 Ac. ** --- --- --- --- --- ** Excludes SWM Ponds NOTE: Street trees (shown within R/W) are not required and not included in the quantity above, but can be installed at developer's option. LANDSCAPE NOTES: GUIDELINES OF PROFFER ZMA 04-18: 1. AT LEAST ONE HUNDRED -SEVENTY (170) TREES SHALL BE PLANTED OR RETAINED ON THE SUBDIVIDED LOTS. 2. MINIMUM OF FIVE (5) TREES PER LOT 3. TREES SHALL BE MARKED IN THE FIELD FOR INSPECTION FOR EACH LOT. 4. NO REQUEST FOR A CERTIFICATE OF OCCUPANCY SHALL BE MADE UNTIL A FINAL ZOINING INSPECTION IS PERFORMED AND ALL REQUIRED TREES ARE IN PLACE. 5. DECIDUOUS TREES TO BE RETAINED SHALL BE AT LEAST A 1 Y2 INCH CALIPER D.B.H. AND NON DECIDUOUS TREES SHALL BE AT LEAST FOUR (4) FEET IN HEIGHT. 6. ALL TREES TO BE RETAINED SHALL BE IDENTIFIED ON EROSION AND SEDIMENT CONTROL PLANS, FINAL GRADING PLANS, AND ROAD PLANS. 7. A TREE CONSERVATION PLAN IN ACCORDANCE WITH SECTION 32.7.9.4 OF THE ZONING ORDINANCE SHALL BE SUBMITTED AND APPROVED PRIOR TO APPROVAL OF ANY EROSION AND SEDIMENT CONTROL PERMIT FOR GRADING. 8. ALL TREES TO BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 9. AT PLANTING, DECIDUOUS TREES SHALL BE AT LEAST 1 Y2 INCHES IN CALIPER D.B.H.; NON -DECIDUOUS TREES SHALL BE AT LEAST FOUR (4) FEET IN HEIGHT. 10. NON -GRASSED, LOW -MAINTENANCE GROUND COVER SHALL BE USED ON ALL SLOPES STEEPER THAN 3:1. GUYING STAKE =1111=1111 1141 {11 {{f{=111{-1{11- (2„x2"X3')—.... =III f2": III = ! I ROOTBALL 6" COMPACTED SOIL (OR "IIII=III ":.: ,' ,..•=IIII.III WASHED GRAVEL) SETTING MOUND I=IIII=IIII=IIII=IIII=IIII=IIII=IIII UNDISTURBED SUBGRADE III = IIII = I111 = 1111 = ttll = till = ttll = ' t;*j w "V" DITCH U) V DEEP MIN. - SLOPE VARIES 3:1 SLOPE ' �` f EX GRADE LARGE TREE PLANTING AND GUYING MAX GRADE L--� ALL SLOPES SECTION N.T.S. 10' OPEN SPACE PAVEMENT: PATH CORRIDOR 2" SM -95A ASP. 5' 4" 21A AGGR. 5, r11hi1Pdr'TGn ■ P. vvrvu riv � w vvuu� irw� * ALL PATHS ARE TO BE BUILT ACCORDING TO THE CLASS A TYPE 1 STANDARD IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. CMB LADDER STAIRWAY r 4 PEDESTRIAN ]PATI[ BETWEEN LOTS 3 & 4,, 6 & i �v2 SECTION T.T.S.�o� SECTION N.T.S. CLASS A TYPE 1 TRAIL TRAIL NOTE: R R/W DRAINAGE PROVISIONS WHERE REFERENCED ABOVE ARE TO FOLLOW VDOT STANDARDS FOR A 2 YR DESIGN STORM. CONCENTRATED RUNOFF MUST NOT RUN ACROSS THE TRAIL, PAVEMENT: AND CULVERTS OR FOOT BRIDGES ARE TO BE PROVIDED, ESPECIALLY WHERE THE TRAIL 2" SM -9.5A ASP. CROSSES DITCHES. WHERE THE TRAIL CROSSES SWAMPY AREAS, PROVISIONS SUCH AS over BOARDWALKS ARE TO BE PROVIDED FOR A DRY SURFACE. WHERE A NON -PAVED SURFACE 4" #21A AGGR. IS USED, TRAIL BREAKS AND EROSION PREVENTION MEASURES MUST BE USED ON LOT 11 I over GRADES ABOVE 7% TO PREVENT REPEATED WASHOUT OF THE SURFACE. COMPACTED SUBGRADE I 4:1 MAX VIA FLORENCE ROAD 1' I— 2% MAX 5' 10' OPEN SPACE PATH CORRIDOR ]PEDESTRIAN ]PATH ALONG VIA ]FLORENCE SECTION N.T.S. \2:1 MAX I SECTION A -A 2 (SECTION 1) LOT 16 SWALE N.T.S. PROP GRADE 1,TH Op I U STEVEN L. DRIVER y NO. 019933 Vls'01A'l SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: AS NOTED 11/04/2,14 AE SLD All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. O TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET - 5,3 0 J.N. 0831 20 OF 25 Z Isar iii ZLO Z 0 W Z 0P4 �� g ON ON , P-1 c 1,TH Op I U STEVEN L. DRIVER y NO. 019933 Vls'01A'l SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: AS NOTED 11/04/2,14 AE SLD All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. O TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET - 5,3 0 J.N. 0831 20 OF 25 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFIL STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNSTA B SOIL BEDDING 8 STONE UNDER - CUT CONDITION INITIAL BACKFIL JLAR FILL AS LJ ROVED BY ACSA -"STABLE SOIL OR ROC� NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W- 2 X E 45 max L 2 1 ["* G4,' Q 45° i max PLUG I 2 l I J I I 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. gt>// ING AS JIRED -\ SECTION 2 -.2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CUND. THE JOINT. BEND CONSULTING ENGINEER SHALL BE RESPONSIBLE L H T L H T CONCRETE 90 2.50 2.50 3.01 0.24 ; . . FIG. W - 3 %00 4" & 6" 45 2.00 2.25 2.60 0.15 AGAIUNDISTURBED COVER LIFT NOTCH WATER MAIN 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 44z 11 1/4 1.50 2.00 2.50 0.10 A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING 90 3.66 3.16 3.21 0.48 NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 8 45 2.66 2.66 2.77 0.26 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 ❑ 0 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 CAST IRON LID WATER MAIN 11 1/4 1.83 2.33 2.84 0.18 18" METER BOX 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHAN SIZE, DEAD ENDS AND AT VALVES. 6" GATE 2. USE 2500 P.S.I. CONCRETE. ate. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE ALL THRUST BLOCKS. A CONCRETE THRUST BLOCKS VARIES VALVE TEE NTS ; . . FIG. W - 3 %00 KRIM, NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS ATHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 7 CU, FT. � I lg° ALVE B #68 STONE -1 : o .' 3 I + • 6" GATE e o I , ate. VALVE OR APPROVED EQUAL � U Z e' 8" X6, A SIZE BRANCH AND VARIES VALVE TEE 2500 P.S.I. C ; . . Z %00 oo BASE AND TBLOCK Uj ❑ O AGAIUNDISTURBED COVER LIFT NOTCH WATER MAIN `K SOIL. ? 14 1/2" STEEL PILE j 44z TYPE SOFT COPPER 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE FOR USE ON ATTACHED SINGLE FAMILY SHALL BE USED AS ADDITIONAL SUPPORT 12 1/2" NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) RESIDENTIAL SERVICES OR DUAL RESIDENTIAL 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD- 7 POST WITH --MOTE AREAS 1AY BE SUBJEC %L. )X W/ LID LVE �GAREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRA ILI•�!] TD -10 TD -16 TYPICAL GATE VALVE NTS FIG. W- 5 TD -8 1" COMPRESSION x 3/4" MALE PIPE COUPLING Z ate. OR APPROVED EQUAL 52 W U Z Z SIZE BRANCH AND VARIES VALVE BOX cj Z VALVE THE SAME AS Uj ❑ O COVER LIFT NOTCH WATER MAIN `K x 14 1/2" 44z TYPE SOFT COPPER \;1`4 12 3/8" FOR USE ON ATTACHED SINGLE FAMILY 12 1/2" M.J. PLUG RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. ' VARIES "x, °x, ° TEE 0 WATER ° ' ❑ 0 NOTE: NO SWEATED FITTINGS CAST IRON LID WATER MAIN ROD VALVE 18" METER BOX TO TEE (COAT RODS WITH BITUMINOUS PAINT) DUAL SERVICE ," COMPRESSION x 3/4" MALE PIPE COUPLING ON-LINE ," TYPE "K" OR APPROVED EQUAL (TYPE "B") SOFT COPPER FOR USE DETACHED SINGLE FAMILY RESIDENTIALAL SERVICE WHERE AN IRRIGATION VARIES THREADED COUPLING METER IS NOT PROVIDED, PVC NIPPLE AND CAP 18" PVC SLEEVE or R o BRASS NIPPLE AND CAP SINGLE SERVICE NOTE; 6" EXTENSION i LUBRICATE ALL THREADS 1) SADDLES SHALL BE USED ON PVC PIPE. THRUST BLOCK CAST IRON UD 6" METER BOX (SEE FIG. W-7) _ -II FINISHED GRADE PIPE SLOT VALVE OX all-11�,;,11�-„III�J. III -I -III,;, I III= -11 �o" -° I- 15 111: (2 PLACES) M.J. FITTING .-• NO. 57 STONE LOCKWING METER BALL ��I) LV VAE BOX 2" PIPE SLOPED (INLET & OUTLET) i 35" MIN. h � COPPERSETTER � o 0 TO DRAIN IF GRADE ALLOWS III VARIES VARIES\_2" GALV. OR BRASS 1/4 BEND COUPLIN (IF REQUIRED) I� _ I- NOTES: PIPE " METER 2" THREADED TAP `ro (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. - PLUG BRICK AS NECESSARY CORPORATION STOP DEAD E N D TYPICAL METER BOXES (TYPE "A") TYPICAL SERVICE LATERAL INSTALLATION (5/8"-1" METERS) TYPICAL BLOW -OFF ASSEMBLY NTS NTS FIG. W - 6 FIG. W- 7 NTS FI G. W- 8 ILI•�!] TD -10 TD -16 TYPICAL GATE VALVE NTS FIG. W- 5 TD -8 14 op jar U STEVEN L. DRIVER y NO. 019933 sSIO1VAL �� SCALE: ISSUED: DRAWN: DESIGN: AS NO ;1_e1l 11/04/2014 AE SLD All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C5,a j.N. 0831 21 OF 25 Z ate. 52 W U Z Z cj Z Uj 00 Z U) ,¢ x 44z \;1`4 ' 14 op jar U STEVEN L. DRIVER y NO. 019933 sSIO1VAL �� SCALE: ISSUED: DRAWN: DESIGN: AS NO ;1_e1l 11/04/2014 AE SLD All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. © TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C5,a j.N. 0831 21 OF 25 FRAME & COVER (SEE FIG. S - I - D,E) SLOPED AREA -14 2'-0„ STREET SURFACE OR NON - PAVED AREA TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE 3'- 0" MIN 5' VARIES e a '1 12n PROVIDED. �— MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOTIE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -I -A TD -21 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LIN SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD - 2 7 FI W B„,.� w J Z I— w J 0 I CONC. BASE H SLOPED TO FLOW JNEL 1/4” 1' MIN BRANCH FION S TO ,THOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S - I - B TD -23 N E \ E ° RUBBER COATED STEEL a & T. STEPS CAST IN PLACE u 36" MIN PRECAST REINFORCED CO r� E CONCRETE SECTIONS N 12" MIN "O" RING SEALS d 16" MAX MINIMUM ELEVATION a 8"MIN DIFFERENCE ACROSS M.H.5" EMBEDMENT 41-011 FROM INLET TO OUTLET -� SHALL BE 0.20 FEET. SPRING LINE CONCRET DEPTH OF FLOWFILLETS ° CHANNEL TO BE - HAUNCHING 3/4 DIAMETER OF_t P4 CONTRIBUTING PT, -- --—, SEWER. d ad A FILLETED INVERT FOR A SMOOT ° a d TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE 3'- 0" MIN 5' VARIES e a '1 12n PROVIDED. �— MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOTIE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BESEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -I -A TD -21 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER 2' MIN OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LIN SALT TREATED FINISHED GROUND 2 x 4 MARKER R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S - 2 TD - 2 7 FI W B„,.� w J Z I— w J 0 I CONC. BASE H SLOPED TO FLOW JNEL 1/4” 1' MIN BRANCH FION S TO ,THOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S - I - B TD -23 NOTE 1 . OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S - 3 TD - 28 In ^ Z) J J L� E� E In r in W ,-.,u W N I N E \ E 0 REMAINING BACKFILL SHALL _E & T. NOT CONTAIN ROCK MATERIAL u 36" MIN LARGER THAN 5" IN ANY CO r� E DIMENSION N 24 MIN vN0� L iNTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT rl<► Z * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER - HAUNCHING NO. 68 STONE P4 PT, BEDDING 6" max 4" min FOUNDATION (SHALL BE PH REQUIRED WHEN SOIL r— CONDITIONS ARE UNSTABLE I,�H (ALL PIPE) NOTE 1 . OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S - 3 TD - 28 In ^ Z) J J L� E� E In r in W ,-.,u W N I N E \ E 0 r- co _E & T. Q E u o"t CO r� E E J N LO \U 04 vN0� L _Z ^Z0 vOm " �r C co WCn m CL' Cr' 0m Y N E E l °' N TYPICAL MANHOLE F N.T.S FIG S -1-D TD -25 co � E \ E I— n L W > 0 O n � r- a oEovYi �E aEri O o^� - i�a�o - �� F- N�NZo NV `–' uQ Wci E z to CDD U 0 o �o \Z o t`" to u -- cv E E \ \ E LO tD 0 u Z g a g O aE �E \� �� ES E fl N o E W tY) _co \ N - cn �� tpu �� r� �rn W u N N '--' 00 `J MQ cc LL WE & COVER (_ 5" I 24" 5.. SECTION B -B N En r, \N N J cE L N �OD 0(n Xaa O Z L1 r,EZ X0 1 1 � �W to M tpO�L �O \N �N Om W LL'1 N COM Lo 4 N 7) (n T O \a w- 2 0 = 0a0i Y O Q } \Z = H O 2 O O O Q� 0 I wo to Z'� 0� 5 ^ mm� 3 zZ wa. J coE �to _0 O �a –ins vM J E �N �E= EU> .. Z Nt0 u �0) NM� O - t0 N lfl 9 tD U u N u u LL W ^ o to K E _ _E D �� 0 0 0 N E Co E = E W W \ E LO fO E00 V Q u u CO E N tai E W �- d Z F = r—+ u Q C "' ,- E V L u M E I— � Q MES u to Fa -Q to o = 0 J C Z 0 xrr a Q 0 N L _ - E W �� \n o f m E o f W \M J o �--- c to r c0 = to \ N = � u Y OO C a �u t0 nu M� W O J N N N u oo 2 J w C N ,6 o } L II' (O '—' rr I- m �E \ E m w L 1-1 E 0 E -4c: m '��' U u E NC4 U Q C d_ 0 E WWL=1 > "'Att) Q�N < zV)W to z 0 o� � < m W 0� m Q _j<'mJ _£ JW O 0-1 C' oM of = MQ� w to E �p Y E'er �wQ o E �O E w c�twito v to z�� v4 (1 v a- 0 Cj E to ao U� r, 1, vw 0 Mtn ZO U J W v 0M w< N v w� �!aof w 0 0(� R 0o0 jZ UO X Z 2" j LU 3 Lm N D a -i 2FCn MEW J a 0 OO ^N Z c'! vi EXCAVATED TRENCH �/� FINAL WIDTH � BACKFILL 2'+ I.D. MAXIMUM /� 12" COVER j INITIAL N E \ E W r- co O 0 & T. O u U -17 Y v [l II C co WCn m CL' Cr' 0m Y N E E l °' N TYPICAL MANHOLE F N.T.S FIG S -1-D TD -25 co � E \ E I— n L W > 0 O n � r- a oEovYi �E aEri O o^� - i�a�o - �� F- N�NZo NV `–' uQ Wci E z to CDD U 0 o �o \Z o t`" to u -- cv E E \ \ E LO tD 0 u Z g a g O aE �E \� �� ES E fl N o E W tY) _co \ N - cn �� tpu �� r� �rn W u N N '--' 00 `J MQ cc LL WE & COVER (_ 5" I 24" 5.. SECTION B -B N En r, \N N J cE L N �OD 0(n Xaa O Z L1 r,EZ X0 1 1 � �W to M tpO�L �O \N �N Om W LL'1 N COM Lo 4 N 7) (n T O \a w- 2 0 = 0a0i Y O Q } \Z = H O 2 O O O Q� 0 I wo to Z'� 0� 5 ^ mm� 3 zZ wa. J coE �to _0 O �a –ins vM J E �N �E= EU> .. Z Nt0 u �0) NM� O - t0 N lfl 9 tD U u N u u LL W ^ o to K E _ _E D �� 0 0 0 N E Co E = E W W \ E LO fO E00 V Q u u CO E N tai E W �- d Z F = r—+ u Q C "' ,- E V L u M E I— � Q MES u to Fa -Q to o = 0 J C Z 0 xrr a Q 0 N L _ - E W �� \n o f m E o f W \M J o �--- c to r c0 = to \ N = � u Y OO C a �u t0 nu M� W O J N N N u oo 2 J w C N ,6 o } L II' (O '—' rr I- m �E \ E m w L 1-1 E 0 E -4c: m '��' U u E NC4 U Q C d_ 0 E WWL=1 > "'Att) Q�N < zV)W to z 0 o� � < m W 0� m Q _j<'mJ _£ JW O 0-1 C' oM of = MQ� w to E �p Y E'er �wQ o E �O E w c�twito v to z�� v4 (1 v a- 0 Cj E to ao U� r, 1, vw 0 Mtn ZO U J W v 0M w< N v w� �!aof w 0 0(� R 0o0 jZ UO X Z 2" j LU 3 Lm N D a -i 2FCn MEW J a 0 OO ^N Z c'! vi EXCAVATED TRENCH �/� FINAL WIDTH � BACKFILL 2'+ I.D. MAXIMUM /� 12" COVER j INITIAL BACKFILL �� PIPE EMBEDMENT r TO BE V.D.H. & T. SPRINGLINE — -- NO. 68 B HAUNCHING STONE �/, t �/� 6" BEDDING NOTES: TWO SLOTS DETAIL MH -2 IS IDENTICAL TO V.D.H.&T. 2" X 1.1" MH -1 STANDARD ❑ ❑ ❑ MATERIAL - CAST IRON 1:11:11:11:1 WEIGHT - 376 LBS. ± A ❑ ❑ ❑ ❑ ❑ ❑ ❑ A SANITARY SEWER mEa 214" LJ�❑�D�LJ ❑❑❑❑ ❑ ❑ ❑ N e 4.. 4.. 20$" TOP SECTION A -A STANDARD HEAVY TRAFFIC MANHOLE AME C�V�EI SECTION ROCK PAY LINES--" BACKFILL SHALL BE PLACED IN 6" LAYERS FROM THE BOTTOM OF THE TRENCH TO A POINT AT LEAST 12" ABOVE THE PIPE AND THOROUGHLY TAMP BY HAND OR PNEUMATIC TAMPER, HOWEVER DO NOT TAMP DIRECTLY OVER THE PIPE. FINAL BACKFILL MAY BE PLACED IN LAYER THICKNESSES WHICH WILL PERMIT COMPACTION TO A DENSITY OF AT LEAST 95% DENSITY. INSALLATION OF P.V.C. PIPE SECTION N.T.S. n O N LL � C2 I— Z '��`'" 'VH Op tl U STEVEN L. DRIVER 9 NO. 019933 SSJOIVAL �� SCALE: ISSUED: DRAWN: DESIGN: CHECKED: ]REVISIONS: 1 03-02-2015 ACSA COMMENTS I All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of hour written permission from Terra Engineering and retrieval system wit Land Solutions, PC. Also, these plans may not be assigned to a third party without first written au^horization of Terra Engineering and Land Solutions, PC. ® TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET f-15 2 0 Z 0• i Fi�� V I Z !� ' _Z " �r rl<► Z QUJI i'� - P4 PT, W PH r— I,�H ! '��`'" 'VH Op tl U STEVEN L. DRIVER 9 NO. 019933 SSJOIVAL �� SCALE: ISSUED: DRAWN: DESIGN: CHECKED: ]REVISIONS: 1 03-02-2015 ACSA COMMENTS I All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of hour written permission from Terra Engineering and retrieval system wit Land Solutions, PC. Also, these plans may not be assigned to a third party without first written au^horization of Terra Engineering and Land Solutions, PC. ® TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET f-15 2 0 NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. 00 MINIMUM PIPE BURIAL DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE (3) VARIABLE INVERT HEIGHTS RECOMMENDATION RMMENDATION 0'- 360° ACCORDING TO PLANS AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 4" MIN ON 8" - 24" 6" MIN ON 30" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24",10" MIN. ON 30" BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II 8" - 30" MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 DRAWN BY EBC MATERIALR 3130 VERONA AVE BUFORD, GA 30518 GRADE 70-50-05. DATE 3-25-10 Z PHN (770) 932-2443 932-2490 Nylo last' FAX nyllop ast-us com 2 - 8'& 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE PROJECT N0./NAME TITLE INLINE DRAIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL DWG SIZE A OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. DWG NO. 7003-110.057 REV B PERMISSION FROM NYLOPLAST. 02011 NYLOPLAST MONTHLY 3 - DRAIN BASIN0 BE CUSTOM USTOM MANUFACTURED ACCORDING TO PLAN ORGANIC LAYER W oz DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING REMULCH ANY VOID THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE RESTRICTIONS.AS SEE DRAWING N0.70 1- 1 - 0 1 Q 065. REMOVE PREVIOUS NYLOPLAST H I PROPR PROPRIETARY RIGHTS. T I HE RECEIPT O MULCH LAYER BEFORE BUFORD, GA 30518 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO APPLYING NEW LAYER OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3.25.10 (OPTIONAL) W PHN (770) 932-2443 ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 ANY ADDITIONAL TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN 11ttt-�--� rty o last" FAX (770) 932.2490 HP, & PVC SEWER (4"-24"). SPRING (OPTIONAL) REVISED BY EBC PROJECT NOJNAME PLANTS www.nyloplast-us.co Y last-us.co 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE REPRODUCTION OF THIS PRINT OR ANY INFORMATION r> TITLE _ MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 2-25-11 3/15 TO 4/30 AND 10/1 DRAIN BASIN WITH DOME GRATE 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. TWICE A YEAR ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS CONSIDERED BEYOND QUICK SPEC INSTALLATION DETAIL TREATMENT IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN TREAT ALL DISEASED MECHANICAL OR BY VARIES, DEPENDS ON TREES AND SHRUBS HAND PERMISSION FROM NYLOPLAST. 02011 NYLOPLAST I DWG SIZE A I SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110-397 REV B 4" MIN C 6" MIN NON TRAFFIC INSTALLATION DRAIN BASIN I n n 11 1— 1111 INLINE DRAIN ,� vn n, IL n I L,1 \I/'1L VI 1/1LL VL .,RUSHED TO OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 9.30.99 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 2-24 1D ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. Cd2010 NYLOPLAST DWG SIZE A PARABOLIC SWALE BETWEEN YARD INLETS #1 & #2 (SEE PLAN VIEW) SECTION G -G N.T.S. PARABOLIC SWALE BEHIND LOT 3 (SEE PLAN VIEW) 114, SECTION H -H N.T.S. ILL IYInILIVr1L VI InLL VL VIIVJI IGV JI VIVG Vf\ VTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. MATERIAL 3130 VERONA AVE BUFORD, GA 30518 PHN (770)932-2443 770) 932-2490 PROJECT NOJNAME Nylo last` FAX nyllop ast us com TITLE DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001.110-111 REV D 10' NOTE: SUPERELEVATE OUTSIDE EDGE OF CURVED SWALE MIN. 6". SEE PLAN - REAR COMMON LOT CORNER OF LOTS 2 & 3, SECTION 2. INVERT Al PLANS NYLOPLAST INLINE DRAIN WITH DOME GRATE (1) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. e SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8"- 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/11ANCOR DUAL WALL), N-12 HP, & PVC SEWER (4-- 24") 3 - 8"- 30" DOME GRATES HAVE NO LOAD RATING I VARIOUS TYPES OF INLET & OUTLET ADAPTERS /AILABLE: 4"- 30" FOR CORRUGATED HDPE DS N-121HANCOR DUAL WALL, ADS/HANCOR ' GLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), IC DWV (EX: SCH 40), PVC C900/C905, )RRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) THIS PRINTI CLOSE T M D S S SUBJECT ATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DRAWN BY EBC MATERIALR 3130 VERONA AVE BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, O770) TECHNICAL IINFORMATION SHOWN HEREIN LICENSE THE USE OF THE DESIGN OR REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3-25-10 Z PHN (770) 932-2443 932-2490 Nylo last' FAX nyllop ast-us com APPD BY EBC DATE 6.28.11 PROJECT N0./NAME TITLE INLINE DRAIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7003-110.057 REV B PERMISSION FROM NYLOPLAST. 02011 NYLOPLAST EX GRADE �\ .e ELV. 581 DEPTH - 2' DEPTH - 1' ELV. 577 2' 1' t ELV. 574 EX GRADE BIOFILTER SURFACE 6" PERF PIPE - SLOPE TO DRAIN TRASH RACK - VDOT - 100 - YR WSE = 580.75 POLYETHYLENE TRASH RACK - 10 - YR WSE = 580.06 --- _ TOP 579.80' - 2 - YR WSE = 578.96 `^ -- IMV 57# D . 20" ORIFICE INV. 577.83 BIO -MIX 6" PERF PIPE - SLOPE TO DRAIN 11 ' +/- EQUALLY SPACED IN POND BOTTOM GRAVEL DRAIN RECOMMENDED MAINTENANCE SCHEDULE FOR BIOFILTER DESCRIPTION METHOD FREQUENCY TIME OF YEAR SOIL Z MIX OR APPROVED INSPECT AND REPAIR PERF UNDERDRAIN GRAVEL PIPE PI EROSION VISUAL MONTHLY MONTHLY ORGANIC LAYER W oz REMULCH ANY VOID BY HAND WHENEVER NEEDED WHENEVER NEEDED AREAS WW- REMOVE PREVIOUS iZ 10 O MULCH LAYER BEFORE ONCE EVERY TWO TO APPLYING NEW LAYER BY HAND THREE YEARS SPRING (OPTIONAL) W Z ANY ADDITIONAL 11ttt-�--� MULCH ADDED BY HAND ONCE A YEAR SPRING (OPTIONAL) PLANTS I-4 Cf� REMOVAL AND r> REPLACEMENT OF ALL DEAD AND DISEASED SEE PLANTING 3/15 TO 4/30 AND 10/1 VEGETATION SPECIFICATIONS TWICE A YEAR TO 11/30 CONSIDERED BEYOND TREATMENT TREAT ALL DISEASED MECHANICAL OR BY VARIES, DEPENDS ON TREES AND SHRUBS HAND N/A INSECT OR DISEASE INFESTATION WATERING OF PLANT MATERIAL SHALL TAKE PLACE AT THE END OF EACH DAY FOR IMMEDIATELY AFTER FOURTEEN BY HAND COMPLETION OF N/A CONSECUTIVE DAYS PROJECT AFTER PLANTING HAS BEEN COMPLETED REPLACE STAKES BY HAND ONCE A YEAR ONLY REMOVE STAKES AFTER ONE YEAR IN THE SPRING REPLACE ANY DEFICIENT STAKES OR BY HAND N/A WHENEVER NEEDED WIRES CHECK FOR ACCUMULATED VISUAL MONTHLY MONTHLY SEDIMENTS ELV. 581 VIA FLORENCE ■ 8' ELV. 577.5 +/- •r � FLARED END 42" RCP (RISER) SECTION 7 SECTION 2 BIOFILTER N.T.S. TRASH RACK - VDOT 100 - YR WSE = 524.58 POLYETHYLENE TRASH RACK 10 - YR WSE = 524.44 TOP 524.41' 2 - YR WSE = 524.12 INV. 515.00 ORIFICE -.� ---� INV. 523.50 SIDE SLOPE 2:1 (SECT 2) SIDE SLOPE 2:1, 3:1 (LOT A) (SEE GRADING PLAN) GRAVEL DRAIN 30.30 LF - 30" HDPE 0.50% INV. OUT 574.75 18" NYLOPLAST (RISER) 48 LF - 15" HDPE CU 2.08% INV. OUT 514.00 LOT A BIOFILTER N.T.S. BIOFILTER SECTION - UNDERDRAIN ALIGNMENT N.T.S. NOTE: LOT A BIOFILTER REQUIRES ONE PERFORATED UNDERDRAIN CENTERED IN BIOFILTER. FLARED END SECTION BIOFILTER SECTION - COLLECTOR UNDERDRAIN N.T.S. NOTE: CLEANOUTS REQUIRED AT ENDS OF PERFORATED UNDERDRAINS AND ALONG UNDERDRAINS AT 50'+/- SPACING. 1 LUCK STONE BIOFILTER Z MIX OR APPROVED EQUIVALENT PERF UNDERDRAIN GRAVEL PIPE PI (AASHTO M43, 2"-1") WRAPPED IN FILTER FABRIC BIOFILTER SECTION - UNDERDRAIN ALIGNMENT N.T.S. NOTE: LOT A BIOFILTER REQUIRES ONE PERFORATED UNDERDRAIN CENTERED IN BIOFILTER. FLARED END SECTION BIOFILTER SECTION - COLLECTOR UNDERDRAIN N.T.S. NOTE: CLEANOUTS REQUIRED AT ENDS OF PERFORATED UNDERDRAINS AND ALONG UNDERDRAINS AT 50'+/- SPACING. THOFG Cly U STEVEN L. DRIVER 9 NO. 019933 ssJ�VAL �� SCALE: ISSUED: DRAWN DE S IGN: CHECKED: REVIS110NSs 1 02/12/2015 2 09/30/2015 AS RIOTED 11/04/2014 ACD SLD COUNTY COMMENTS I COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in anv form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Tena Engineering and Land Solutions, PC. 0 TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET -15 3 D Z CL xC6 W t-- --I W oz WW- iZ 10 O W W Z 11ttt-�--� PH I-4 Cf� r> 4 &H THOFG Cly U STEVEN L. DRIVER 9 NO. 019933 ssJ�VAL �� SCALE: ISSUED: DRAWN DE S IGN: CHECKED: REVIS110NSs 1 02/12/2015 2 09/30/2015 AS RIOTED 11/04/2014 ACD SLD COUNTY COMMENTS I COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in anv form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Tena Engineering and Land Solutions, PC. 0 TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET -15 3 D August 2011 'SF11iUC t*fit . SEE NOTE 1 ', tios ''RS`�Ai7. ;.. SEE NOTE 1 '��'' Stationary Operation on a Shoulder (Figure TTC-4.0) Page 6H-15 r .r o - G2 2v ( =rAii10: . ) - -- 500' + 80' - 120' SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 8 ILLUMINATED FLASHING AMBER (CAUTION MODE) - SEE NOTE 7 TYPE B OR C - SEE NOTE 6 CHANNELIZING DEVICES SPACING SEE NOTE 6 SEE NOTE 2 W21-5aR " SEE NOTE 1 SEE NOTE 2 M1V .. �. " "°W21-5bR SEE NOTE 2 W20-1 Page 6H-14 August 2011 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.0) Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 8, sign assemblies on both sides of the roadway shall be required as shown (ROAD W RK AHEAD W20-1 RIGHT SHOULDER CLOSED AHEAD W21- SbR even though only one g Y shoulder is being closed. Foroperations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed and a RIGHT SHOULDER CLOSED AHEAD (W21-5bR) sign shall be added to that side. Guidance 2. Sign spacing should be 130W-1500' for Limited Access highxay's. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORKW2 - sign a r � 1 SLgn on n intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 1 hour or less, all signs and channelizing devices may be eliminated if a vehicle with activated high-intensity amber rotating, flashing, oscillating, or strobe lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity amber rotating, flashing, oscillating, or strobe lights. Vehicle hazard warning signals can be used to supplement high-intensity amber rotating, flashing, oscillating, or strobe lights. 6. Taper length (L) and channelizing device spacing shall be at the following: Channelizing Device Spacing Taper Length (L) Speed Limit (mph) 0-35 36+ Speed Limit (mph) 20' 40' Lane Width (Feet) 40' 80' 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205. 225 245 40 240 270 295 320 45' 405 450 495 ''540 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 50 450 500 1 550 600 55 495 550 1 605 660 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum hi taper lengths for Limited p g o L m ted Access hwa s shall be 1000 feet. Shoulder Taper ='/a L Minimum OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS Channelizing Device Spacing Location Speed Limit (mph) 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' Construction Access* 80' 120' * Spacing may be increased to this distanc/< e, but shall not exceed one access per 1/4 mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The buffers ace length shall be as shown in Table 6H-3 on Page 6H - 5 for the posted speed limit. 8. A shadow vehicle shall be used whenever a person is required to operate equipment mounted on or in the work vehicle such as buckets, augers, post drivers, etc. For work operations on the shoulder with a duration greater than 1 hour where workers are present, a shadow vehicle shall be used. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY CG -12 ISSUED: TRUCK TRAFFIC)FOR CONCRETE DEPTH, GENERAL NOTES: yA 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4' >< 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) Qti3Fit' t#s 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 10;1 MAX A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN : >i>s t INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A 3. WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 1.6"-2.4" C -C o THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF i 5' MIN 0 0 0 0 0 0 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ` 1 MAX rn 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG 12 12:1 MAX BOTH SIDES OF THE RAMP FLOOR, MID DEPTH OF RAMP FLOOR. MINIMUM as°a;°.___ ' it W CONCRETE COVER 1/2". Z 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PARALLEL 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED - O O O O O 0 0 0 0 0 0 0 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER LANDING RAMP AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY v V CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, o OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS ` 1 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 12:1 MAX Q� HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5 MIN X)K X 74 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTEREDAND USED BY PEDESTRIANS. 4' MIN 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT AT ) , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X W ,SAME AS TOP OF CURB 10 O O O O O O O O O O O O O 0 PERPENDICULAR TO THE CURB. DETECTABLE WARNING 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT TYPE C ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY (Figure TTC-23.0) ISSUED: TRUCK TRAFFIC)FOR CONCRETE DEPTH, DRAWN: uu..�:. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, :::i:7 1iV,bt1. THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH Qti3Fit' t#s 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), < !t :t .... 2 10/30/2015 A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR ?as : >i>s t INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' 0 LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME �' CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 1.6"-2.4" C -C o O l��/ v! � WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z �, -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH Q b THE BACK OF CURB. it W O O O O O O O O 0 0 O O Z � - O O O O O 0 0 0 0 0 0 0 LANDING RAMP + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L OF BASE DIAMETER '1507.-65'/. F 1 TOP DIAMETER 10 O O O O O O O O O O O O O 0 DETECTABLE WARNING o AT BACK OF CURB SEE NOTE 12.BASET-E I 0.9"-1.4" DIAMETER rt VARIABLE FULL WIDTH OF RAMP FLOOR PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DE T AIL XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS CG -12 DETECTABLE WARNING SURFACE REFERENCE SHEET t OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CLASS A3 5' CONCRETE 4" 4" 4- VDOT STD 21-B ��COMPACTED SUBGRADE NOTES: 1.21-B Crushed Aggregate, Base Type 1, shall be compacted to 95% Standard Proctor Density. 2. Subgrade shall be compacted to 95% of the Standard Proctor Density. 3. Max distance between score lines = 5' longitudinally. CONCRETE SIDEWALK DETAIL August 2011 Page 6H-53 Lane Closure on a Two -Lane Roadway Using Flaggers NOUVIS N309VIA +009 CN G20-2 (V) �. ,:n:wo 500+ 501-100, SEE NOTE 4 - 80'- 120' SHADOW VEHICLE REQUIRED SEE NOTE 4 50' -100' f FLAGGER STATION N SEE NOTE 2 SEE NOTE 1 W20-7 SEE NOTE 1, W3-4 SEE �E` ' SEE NOTE 9 NOTE 1 W20-4 SEE NOTE 1 n CG -98 LIMITS OF LIMITS OF C -<--I PEDESTRIAN PEDESTRIAN ACCESS WIDTH OF ACCESS ROUTE • ENTRANCE ROUTE ■ 4'-0' MIN. 4'-0' MIN. • 1/2 WIDTH OF ENTRANCE 4'-0' MIN. EXISTING OR PROPOSED EXPANSION JOINT 4'-0' IN. 2' R 5,-0, r R 4'-0' IN. SIDEWALK OR SIDEWALK SPACE NON -TRAVERSABLE UNPAVED SPACE UNPAVED SPACE M SLOPEO F F a 2 IL PEDESTRIAN ACCESS ROUTE DETAIL EXPANSION JOINT W E E ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS k' to OF PEDESTRIAN ACCESS ROUT • EXTEND BEYOND � EXISTING OR PROPOSED VDOT RIGHT-OF-WAY. O CURB INCLUDED IN UNPAVED SPACE ENTRANCE GUTTER z N Z W 0 ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS e•UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT • o . o • . o • o FLOW UNE o�0 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 0 EMANce MD7H FACILITY THAT CAN BE APPROACHED, ENTERED AND WIDTH OF GUTTER EXPANSION JOINT omae�¢ UNUM tC USED BY PEDESTRIANS. SECTION F -F �- )k IF PEDESTRIAN ACCESS ROUTS * ARE BEING EDGE OF PAVEMENT PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2% CROSS SLOPE. HALF PLAN C .p b WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE 9 , � rp s 0 • O MOUNTABLE CURB CONFIGURATION. �c OT TO 10% CHANGE PARA90LIT SECTION E -E UNPAVED CURVE FACE OF CURB � 6' � SPACE � SIDEWALK SPACE NORMAL GUTTER 12% MAX. SLOPE . CLASS 3 (H.ES.) CONC. �r//A�A�y//�, �• : d •moo ?.G?Q aib�' Q. 6' AGGR. BASE TYPE 1 SIZE 218 FOR CURB AND GUTTER ONLY * ® POINT OF GRADE CHANGE FOR SIDEWALK, CURB AND GUTTER �0 30 • o . o . o BUILT CONCURRENTLY 92X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS 376 MAXIMUM DECREASE IN SLOPE FOR FIRST 10 INTERVAL AND SECTION D -D SECTION C -C 876 MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SPECIFICATION REFERENCE STANDARD ENTRANCE GUTTER 502 FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK REV. 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.02 TYPICAL DITCH SECTION 1"=5' W20-1 Page 61-1-52 August 2011 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.0) NOXES Guidance: 1. Sign spacing distance should be 35W-500'where the asted speed limit is 45 mph or less, and 500- 800 where theposted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of'the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. Option: 3. Where Richt-of-Way or geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs may used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the works ace and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 611-5). 5. All naggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be at the following: Location Posted Speed Limit (mph) 0-35 36+ Transition Spacing 20' 40' rave way Spacing 40' 80' 7. A shadow vehicle with at least one high intensity amber rotating, oscillating, or strobe light shall be parked 80'-120' in advance of the first work crew. Option: 8. A supplemental flag eg r may be required in this area to give advance warning of the of+eration ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign, then the signs should be readjusted at greater distances. 10. When a highw v -rail crossing exists within or• rPstrea»r of the transitionarea and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary, traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for- additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using_a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low-volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a sin lg e flagger, positioned to be visible to road users approaching from both directions, may used (see Chapter 6E). Pipe culvert if necessary j- Ditch flow line Shoulder 7 'DE (n C X C t0 (Q O �E:9 C O Iwo Q Q 12 FT SURFACE* 3RADE 16 FT Desirable Radius Note: For entrances to roadways having ADT of 2000 or more, use radius of 20 feet. For ADT under 2000 radius may be 12 feet. m>Cc p ? 0) See /�- Radius Note o ° 'm f E ? N N � N O a) a1 U) w G =o ti Edge of roadway pavement ROADWAY PAVEMENT FIGURE 9 - PRIVATE ENTRANCE DETAIL SECTION 1 & BELLUNO BIOFILTER 1' I 5' 1 6.5' 55' PUBLIC RMl NTS 1" SM -9.5A ASPHALT 2.5" BM-25.OA ASPHALT 6" # 21 A GRADED AGGR. 27.5' COMPACTED SUBGRADE 2.5' 1/ 1/4":1 ', TVP. 2' 1 12.5' NTS 12.5' NTS 1 2' 6.5' BELLUNO LANE - TYPICAL ROAD SECTION N.T.S. 55' PUBLIC R/W NTS 1" SM -9.5A ASPHALT 2.5" BM-25.OA ASPHALT 6" VDOT # 21 A GRADED AGGR. 27.5' COMPACTED SUBGRADE CG -6 95% COMPACTED 2.5' INSTALL SIDEWALK AS SHOWN ON PLANS. 114":1' 3000 PSI CONCRETE WITH 4" STONE BASE. (TYPICAL) 2°�° SLOPE, TYP. 2' 1 13' NTS I 13' NTS 1 2' V I-.0 5' 6' �- 'r 5' 'r-. 30' FC TO FC 6' PLANTING STRIP NTS Design sufficient for 238 ADT: Dr = 9.43; Dp =9.44. Ref. DELPHI LANE - TYPICAL ROAD SECTION VDOT Pavement Design Guide for Subdivision and N.T.S. Secondary Roads in Virginia, revised February, 2014 0 (Figure TTC-23.0) ISSUED: 111/04/2014 DRAWN: uu..�:. Z :::i:7 1iV,bt1. i 9 Qti3Fit' t#s :<. < !t :t .... 2 10/30/2015 COUNTY COMMENTS ?as : >i>s t NOUVIS N309VIA +009 CN G20-2 (V) �. ,:n:wo 500+ 501-100, SEE NOTE 4 - 80'- 120' SHADOW VEHICLE REQUIRED SEE NOTE 4 50' -100' f FLAGGER STATION N SEE NOTE 2 SEE NOTE 1 W20-7 SEE NOTE 1, W3-4 SEE �E` ' SEE NOTE 9 NOTE 1 W20-4 SEE NOTE 1 n CG -98 LIMITS OF LIMITS OF C -<--I PEDESTRIAN PEDESTRIAN ACCESS WIDTH OF ACCESS ROUTE • ENTRANCE ROUTE ■ 4'-0' MIN. 4'-0' MIN. • 1/2 WIDTH OF ENTRANCE 4'-0' MIN. EXISTING OR PROPOSED EXPANSION JOINT 4'-0' IN. 2' R 5,-0, r R 4'-0' IN. SIDEWALK OR SIDEWALK SPACE NON -TRAVERSABLE UNPAVED SPACE UNPAVED SPACE M SLOPEO F F a 2 IL PEDESTRIAN ACCESS ROUTE DETAIL EXPANSION JOINT W E E ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS k' to OF PEDESTRIAN ACCESS ROUT • EXTEND BEYOND � EXISTING OR PROPOSED VDOT RIGHT-OF-WAY. O CURB INCLUDED IN UNPAVED SPACE ENTRANCE GUTTER z N Z W 0 ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS e•UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT • o . o • . o • o FLOW UNE o�0 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A 0 EMANce MD7H FACILITY THAT CAN BE APPROACHED, ENTERED AND WIDTH OF GUTTER EXPANSION JOINT omae�¢ UNUM tC USED BY PEDESTRIANS. SECTION F -F �- )k IF PEDESTRIAN ACCESS ROUTS * ARE BEING EDGE OF PAVEMENT PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH A MAX. 2% CROSS SLOPE. HALF PLAN C .p b WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE 9 , � rp s 0 • O MOUNTABLE CURB CONFIGURATION. �c OT TO 10% CHANGE PARA90LIT SECTION E -E UNPAVED CURVE FACE OF CURB � 6' � SPACE � SIDEWALK SPACE NORMAL GUTTER 12% MAX. SLOPE . CLASS 3 (H.ES.) CONC. �r//A�A�y//�, �• : d •moo ?.G?Q aib�' Q. 6' AGGR. BASE TYPE 1 SIZE 218 FOR CURB AND GUTTER ONLY * ® POINT OF GRADE CHANGE FOR SIDEWALK, CURB AND GUTTER �0 30 • o . o . o BUILT CONCURRENTLY 92X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS 376 MAXIMUM DECREASE IN SLOPE FOR FIRST 10 INTERVAL AND SECTION D -D SECTION C -C 876 MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SPECIFICATION REFERENCE STANDARD ENTRANCE GUTTER 502 FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK REV. 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.02 TYPICAL DITCH SECTION 1"=5' W20-1 Page 61-1-52 August 2011 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.0) NOXES Guidance: 1. Sign spacing distance should be 35W-500'where the asted speed limit is 45 mph or less, and 500- 800 where theposted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of'the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. Option: 3. Where Richt-of-Way or geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs may used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the works ace and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 611-5). 5. All naggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be at the following: Location Posted Speed Limit (mph) 0-35 36+ Transition Spacing 20' 40' rave way Spacing 40' 80' 7. A shadow vehicle with at least one high intensity amber rotating, oscillating, or strobe light shall be parked 80'-120' in advance of the first work crew. Option: 8. A supplemental flag eg r may be required in this area to give advance warning of the of+eration ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign, then the signs should be readjusted at greater distances. 10. When a highw v -rail crossing exists within or• rPstrea»r of the transitionarea and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary, traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for- additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using_a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low-volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a sin lg e flagger, positioned to be visible to road users approaching from both directions, may used (see Chapter 6E). Pipe culvert if necessary j- Ditch flow line Shoulder 7 'DE (n C X C t0 (Q O �E:9 C O Iwo Q Q 12 FT SURFACE* 3RADE 16 FT Desirable Radius Note: For entrances to roadways having ADT of 2000 or more, use radius of 20 feet. For ADT under 2000 radius may be 12 feet. m>Cc p ? 0) See /�- Radius Note o ° 'm f E ? N N � N O a) a1 U) w G =o ti Edge of roadway pavement ROADWAY PAVEMENT FIGURE 9 - PRIVATE ENTRANCE DETAIL SECTION 1 & BELLUNO BIOFILTER 1' I 5' 1 6.5' 55' PUBLIC RMl NTS 1" SM -9.5A ASPHALT 2.5" BM-25.OA ASPHALT 6" # 21 A GRADED AGGR. 27.5' COMPACTED SUBGRADE 2.5' 1/ 1/4":1 ', TVP. 2' 1 12.5' NTS 12.5' NTS 1 2' 6.5' BELLUNO LANE - TYPICAL ROAD SECTION N.T.S. 55' PUBLIC R/W NTS 1" SM -9.5A ASPHALT 2.5" BM-25.OA ASPHALT 6" VDOT # 21 A GRADED AGGR. 27.5' COMPACTED SUBGRADE CG -6 95% COMPACTED 2.5' INSTALL SIDEWALK AS SHOWN ON PLANS. 114":1' 3000 PSI CONCRETE WITH 4" STONE BASE. (TYPICAL) 2°�° SLOPE, TYP. 2' 1 13' NTS I 13' NTS 1 2' V I-.0 5' 6' �- 'r 5' 'r-. 30' FC TO FC 6' PLANTING STRIP NTS Design sufficient for 238 ADT: Dr = 9.43; Dp =9.44. Ref. DELPHI LANE - TYPICAL ROAD SECTION VDOT Pavement Design Guide for Subdivision and N.T.S. Secondary Roads in Virginia, revised February, 2014 0 U ISSUED: 111/04/2014 DRAWN: ACD Z a. CHECKED: SLD 1 02/12/2015 COUNTY COMMENTS 2 10/30/2015 COUNTY COMMENTS W 0 Z �•-� �' i*i to Z 'Q O l��/ v! � s� �, Q b it W Z "Q � THOpG f� U STEVEN L. DRIVER 9 NO. 019933 Flo 1'�r. _ OIVAL SCALE: AS NOTED ISSUED: 111/04/2014 DRAWN: ACD DESIGN: CHECKED: SLD 1 02/12/2015 COUNTY COMMENTS 2 10/30/2015 COUNTY COMMENTS All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photoeopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization of Terra Engineering and Land Solutions, PC. 0 TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET C5,a4 J.N. 0831 24 OF 25 CG -11 ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A 4° B — � . c. • e, s• a` CLASS A3 CONCRETE ' SECTION C -C CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME ( A HIGH MORE THAN 1500 VPD (RADIUS TO BE AS 3 Xc STREET APPROACH SAME SURFACING W C1 MAINLINE GENERAL NOTES SHOWN ON PLANS) AS ROADWAY (SEE NOTE 3) N (RADIUS TO BE AS 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 — — _ SHOWN ON PLANS) OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO CG -2 OR CG -6— — — — OTE 1) L2. MATCH THE MOUNTABLE CURB CONFIGURATION. e 0 SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE _ SIDEWALK SIDEWALK USED WITH THIS STANDARD. W — — — — — NOTE 5) it ' OPTIONAL UNPAVED SPACE v~i FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE i _ R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION EXPANSION v ' REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE JOINT -EXPANSION OMITTED IN THE ENTRANCE.) — — JO INT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES Fir 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10' PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE 8 x MAX. D INCREASED TO 7". (SEE CG -13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE SLOPE CHANGE ® _ _ — _ _ _ D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY -- — -- — — — — — — — — _ NOTE 7) THE ENTRANCE. 8% MAX. D SLOPE CHANGE - - "- — 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" e� L0 ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET j CONNECTIONS. 5' MIN. 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG -11 IS USED FOR STREET CONNECTIONS THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A 4° B — � . c. • e, s• a` CLASS A3 CONCRETE ' SECTION C -C CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHT DISTANCE AND K VALUE REQUIREMENTS. 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD Ox 3X MEDIUM 500-1500 VPD 5 3 x 6 x LOW LESS THAN 500 VPD S 6 x 8 x WP -2 ASPHALT PAVEMENT WIDE EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS - - - EXISTING SUBBASE - - - - - - - PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %p INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %Z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION REFERENCE XVooT �vooT ASPHALT PAVEMENT WIDENING SN METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REFERENCE 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION315 203.04 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION ,YH Op L U STEVEN L. DRIVER 9 NO. 019933 PT 0 sSIQ\TAL � SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: AS N` TED 10/22/2014 AE SLD All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization off Terra Engineering and Land Solutions, PC. Q TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET k'f 55 0 J.N.0831 2S OF 25 Z av, z ° Z r~1_'1 FZ.a Fir C�1 � i >.. Z5 e� L0 j ,YH Op L U STEVEN L. DRIVER 9 NO. 019933 PT 0 sSIQ\TAL � SCALE: ISSUED: DRAWN: DESIGN: CHECKED: REVISIONS: AS N` TED 10/22/2014 AE SLD All rights reserved. No part of the material protected by this copyright (plans, ideas, designs, sections or details expressed on these plans) may be reproduced, changed or utilized in any form or by any means, electronic or mechanical, including photocopying, scanning, or by any other means of retrieval system without written permission from Terra Engineering and Land Solutions, PC. Also, these plans may not be assigned to a third party without first written authorization off Terra Engineering and Land Solutions, PC. Q TERRA ENGINEERING AND LAND SOLUTIONS, PC SHEET k'f 55 0 J.N.0831 2S OF 25