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Home My WebLink AboutSDP200600041 Plan - Approved Final Site Plan and Comps. 2010-03-02ZONING TABULATIONS TAX MAP 32G-PORTI� ZONE PRD (ZMA ; SITE AREA 46.97 AC. MINIMUM BUILDING SEPARATION FOR SFD 12 FEET MINIMUM SETBACKS FOR SFD AND TH FRONT 20 FEET SIDE 6 FEET REAR 5 FEET MAXIMUM BUILDING HEIGHT 35 FEET )N OF PARCEL 1 >005-009) 2,045,817 SF) AREA TABULATIONS - a SINGLE TOWN OPEN OPEN TH OPEN OPEN IMP AREA AREA FAMILY HOUSE TOTAL DENSITY SPACE SPACE: ' SPACE SPACE COVER (AC.) (SF) .LOTS...: LOTS . ,. LOTS (#/AC) (AC) (SF) . (°J°} (%) (AC) . 1 PHASE 1A-1 2.61 113692 0 22 22 8.43 1.26 54886 48.3%� 48.3% 0,96 PHASE 1A-2 6.86 298740 39 0 39 5.69 0.00 0 0.0% PHASEIA 9.47 412432 39 22 61 6.44 1.26 54886 - 13.3% :PHASE 113-1 2.76 120226 0 25 25 9.06 1.12 48582 4Q4./< 40.4% 1.27 PHASE 113-2 3.59 156265 20 0 20 5.57 0.87 37875 24.2% PHASE 1B 6.35 276491 20 , 25 45 7.09 1.99 86457 31.3% PHASE 4 19.01 828076 2 0 2 0.11 8.51 370855 44.8% PHASE 8 12.14 528818 0 127 127 10.46 3.92 170911 32.3% 32.3% 4.82 ;TOTAL 46.97 2045816 61 174 235 5.00 15.68 683109 36.0% 33.4% 7.05 APPROVED LOT MIX A-2004--014 PHASE TYPE OF DWELLING TOTALS SFD DUPLEX TOWNHOUSE 1A* 28 - 22 50 1 A EXISTING SUBPHASE 1 AND 2 48 - 48 16* 1 - 31 46 2 (EXISTING)96 - 96 I 3,3A, 3B, 3C EXISTING 4 - 52 70 - 37 - 107 52 5 18 - - 18 6 31 - - 31 7 EXISTING - 78 - 78 8* - - 135 135 TOTALS 1" 292 1 225 601 SITE fDLAN FOR f3RIA 9 W(,)() PHASES 1A-1, 1B-1, 4 AND 8 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, JIRGINIA SPD-2006-0004.1 ZMA 2005-OMO PHASE N0. UNITS (2 BR) PARK RE 2 PER UN . T PARK READ. GUEST 1 PER 4 UNITS TOTAL READ. PROVD. GARAGE DRIVE Z PARK PROV. SURFACE TOTAL TOTAL (FROND.) 1 A-1 22 44 6 50 26 ('13*) 24 50 1 B-1 25 150 1 1 7 57 10 (5*) 49 59 8 127 254 32 286 192 (96*) 95 287 * = NUMBER OF GARAGE UNITS WITH DRIVEN AY PARKING SPACE VICINITYMAr, 00 WOODBRIAR ASSOCIATES P.O. BOX 5548 CHARLOTTESVILLE, VIRGINIA 22905 (434) 975-3334 CONTACT: MR. WENDELL W. WOOD i -DEVELOPER- WENDELL WOOD (434) 975-3334 CHARLOTTESVILLE, VIRGINIA 22905' P.O. BOX 5548 CONTACT: MR. WENDELL W. WOOD SITE PLAN NOTES 1. OPEN SPACE SHALL BE PROTECTED BY LEGAL ARRANGEMENTS TO ENSURE ITS MAINTENANCE AND PRESERVATION. SUBDIVISION COVENANTS MEETING THE LEGAL REQUIREMENTS OF SECTION 14-313 OF THE ALBEMARLE COUNTY SUBDIVISION ORDINANCE SHALL BE RECORDED AND SHOWN IN DETAIL ON THE SUBDIVISION PLAT. 2. SEE SHEET 4 FOR LOCATION OF 25 ADU'S PROVIDED 3. PER PROFER #11 (ZMA 2005-009) 4. ALL SIGNS ARE SUBJECT TO A SEPARATE PERMIT. 5. OUTDOOR LIGHTING WILL NOT EMIT MORE THAN 3„000 LUMENS WITHOUT THE APPROVAL OF A PHOTOMETRIC PLAN. 6. BENCHMARK PROVIDED ON SHEET 6. 7. THREE TOT LOTS ARE PROVIDED ON THIS SITE PLAN. EACH TOT LOT SHALL INCLUDE THE FOLLOWING AMENITIES: A. ONE (1) SWING (FOUR (4) SEATS) B. ONE (1) SLIDE TWO (2) CLIMBERS " C. ONE (1) BUCKABOUT OR WHIRL D. TWO (2) BENCHES 8. ALL PRIVACY FENCES ARE TO BE 8' IN HEIGHT, BOARD -ON -BOARD FENCES. FENCE MATERIALS ARE TO BE PRESSURE TREATED WOOD, PAINTED WHITE OR BEIGE, OR UNPAINTED TO MAINTAIN A NATURAL WOOD APPERANCE. 9. ALL TOT LOTS MUST BE AT LEAST 2000 SQUARE FEET IN AREA. STREETSIDE FENCING SHALL BE WOODEN, WITH 8' CENTERED POSTS AND 2 HORIZONTAL CROSS MEMBERS. 10, FOR TOT LOT GROUND COVER, DEVELOPER TO PROVIDE A 6" TO 8" LAYER OF WOOD CHIPS 11. ALL AREAS THAT ARE STEEPER THAN 3H:1V SHALL BE PLANTED WITH A GROUNDCOVER TAKEN FROM THE VESCHB TABLE 3-37C OR ALTERNATE APPROVED BY ALBEMARLE COUNTY. 12. RETAINING WALLS AS SHOWN ON THIS PLAN ARE IFOR \ HORIZONTAL AND VERTICAL LOCATION ONLY. CONSTRUCTION OF RETAINING WALLS ARE SUBJECT TO SEPARATE BUILDING PERMIT. 13. ALL RETAINING WALLS 4 FEET IN HEIGHT OR GREATER SHALL BE CONSTRUCTED WITH A HANDRAIL. 14. THE PUBLIC STREETS ARE "HEREBY RESERVED FOR DEDICATION UPON DEMAD OF THE COUNTY" PROPOSED TOWNHOUSE SCHEDULE LOT NUMBER TOWNHOUSE TYPE UNIT WIDTH PHASE 1A-1 1-5 5-UNIT ALDERSGATE 20' 6-13 8-UNIT ALDERSGATE 20' *14-22 9-UNIT AUBURN 16, PHASE 1H-1 1-5 5-UNIT ALDERSGATE 20' 6-12 7-UNIT ALDERSGATE 20' *13-20 8-UNIT AUBURN 16' 21-25 5-UNIT ALDERSGATE 20' PHASE 8 1-8 8-UNIT ALDERSGATE 20' 9-16 8-UNIT ALDERSGATE 20' 17-24 8-UNIT ALDERSGATE 20' 25-32 8-UNIT ALDERS`GATE 20' 33-39 7-UNIT_ALDERSGATE 20' 40-44 5-UNIT ALDERSGATE 20' 45-52 8-UNIT ALDERSGATE 20' 53-58 6-UNIT ALDERSGATE 20' 59-64 6-UNIT ALDERSGATE 20' 65-69 5-UNIT ALDERSGATE 20' 70-75 6-UNIT ALDERSGATE 20' 76-80 5-UNIT ALDERSGATE 20' 81-87 7-UNIT ALDERSGATE 20' 88--90 3-UNIT ALDERSGATE 20' 91-97 7-UNIT ALDERSGATE 20' 98-104 7-UNIT ALDERSGATE 20' 105-111 7-UNIT ALDERSGATE 20' *112-119 . ; 8-UNIT AUBURN 16' 120-127 8-UNIT ALDERSGATE 20' * DENOTES AFFORDABLE DWELLING UNITS SHEET INDEX • COVER SHEET 2-3. NOTES, DETAILS, AND COMPUATIONS 4• PROJECT OVERVIEW 4A-4B. OPEN SPACE EXHIBIT, _. 5-12A. UTILITY PLAN 13--20A. GRADING PLAN 21-26B. STORM SEWER PROFILES - 27---28. STORM SEWER COMPUTATIONS 29-35. SANITARY SEWER PROFILES 36. SANITARY LATERAL SCHEDULE 37. SANITARY SEWER DETAILS PLAN AND PROFILE - 38. BRIARWOOD DRIVE 39• ELM WOOD COURT 40. ELM WOOD COURT ALBEMARLE COUNTY PLANNING/ZONING ALBS LE COUNTY ENGINEER ALBEMR E C . UNTY BUILDING OFFICIAL ALBEMARLE CAUNTY ARCHITECTURAL REVIEW BOARD ALPEMARLE COUNTY FIRE OFFICIAL Ke") tot �,_j ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) DATIE DATIE DATIE DATIE o2 z-z% ATi 2 Z ry DATE 3, /'/eo DATE 41. ELM WOOD KNOLL COURT & POCOSON WOOD COURT 42. JERSEY PINE RIDGE DRIVE 43. SILK WOOD WAY & SILK WOOD COURT 44. SUNSET DRIVE 44A. SUNSET DRIVE & ST. 'IVES PLACE 44B. ' SUNSET DRIVE 44C. RT. 29 - INTERSECTION IMPROVEMENTS` (COLLINS ENGINEERING PLAN) 45-46. WATERLINE DETAILS 47-50A. POST DEVELOPMENT DRAINAGE PLAN 51--51 A. r CONSERVATION/LANDSCAPE PLAN, DETAILS, NOTES & M co W c. N � moo v U A-1 L 0 ' o o , � c, O � Ln 4 O Nt n PL, PH o 9 lu o N N � W v N o (D 8"l oLn U o o C7 ° o O t` m 0c) i Ln 0 � � I G I V) z z V z w w � o U V Z w o > E� v Q a 0 o o w z o > � j ¢ w (z)Q } o � + (K z O O Q ,n 0 o U Z � o U U w w Q yr w = 11) Lu w Ln > w w of or 0 0 wi � crf. Di a. a¢ Q¢ o o Q 0 O O I O O O 0 a� I � � N cfl 01 T � I I c� r7 I N u� M co ca O 0 z 1, i z � E_ �w i Q., ^ co wz W^ z w o w I CO PS CONSERVATION/LANDSCAPE PLAN ®�®® ® TH of ,® 52- 53.®��®®®®®��®®® 53A-53D. POND DETAIL PLAN ®®®�A1�0 { ®o JOH S. SIK m Lic. No. 19998 - _ r ®� / Q ENGINEERING GROUP.E, PROJECT STATUS DATE: 4-18-07 2 4 10 ADDRESS COUNTY COMMENTS SCALE: N A 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JAC 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-18-07 REVISED PER COUNTY COMMENTS SP-024F DATE ACTION SHEET 1OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KOOOl.dwg, 2/4/2010 4:20:18 PM PROFFER. FORM Date: la712005 ZMA #ZMA 2004-014 i' 1 A-KLA) 0 0 C,> Tax Map and Parcel Num;ber(s) 32G-1, 32C-3-A. 32G-3-83_ Original Proffer 91-13 . bonded for its construction prior to final plat approval of Phase 4, This recreational area shall be Amended Proffer 95-05 built prior to completion of Phase 4 and shall consist of a baseballhlnulti-purpose field, two half (Amendment # 22) MA 2004.014) basketball cowls, playgroup equipment and picnic facilities. All recreation facilities shall be installed by the owner. The walking/jogging trails shall be constricted and maintained by the owner as a primitive path in accordance with the applicable design and construction standards iu the County's Design Standards Manual. 125.612 Acres to be rezoned from PRD to PRD Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the owner, or its duly authorized agent, 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 agreed that: (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning request. 1. Approval is for a maximum of 661 dwellings, exclusive of the Kay Beard lots identified on the Application Plan, subject to conditions contained herein. The locations and acreages of various land uses shall be as shown on the approved Application Plan, As part of the final site plan and/or subdivision plat processes, the aggregate area of established open space shall at all times be at leas" proportional to the aggregate number of dwelling units (site plans) or lots (subdivision plats) approved. After each primary recreation area identified on the Application Plan is established, it shall be conveyed to a homeowners association whose formation documents shall be reviewed and approved by the County Attorney. Off street parking and access for the recreation area shall be limited as shown on the original PRN plan for ZMA 79-32, as referenced on the Briarwood Application Playa most recently revised January 19, 2+005 (hereinafter, the "Application Plan"), The means to limit such access shall be addressed as part of the site plan or subdivision plat review. 2. No grading perruit or building permit shall be issued by the County in any phase until the owner obtains final site plan and/or subdivision plat approval for that phase, with the exception that necessary perrruts for the construction of Briarwood Drive may be issued by the County once the owner obtains VDOT approval of the road plans for Briarwood Drive, 3. Critical slopes may be disturbed for the construction of roads only with the prior approval of the County Engineer. Otherwise, the disturbance of critical slopes is permitted only as authorized by the applicable Albemarle County Zoning ordinance regulations as provided by Zoning Ordinance § 8.5.5.2. 4. The owner shall obtain County approval of recreational facilities to include: one tot lot with Phase 3C and one tot lot with Phase 1 B; the dedication of open space with the approval of Phases 4 and 5 for the passive recreational area which shall include the construction of walking/jogging trails; and, the primary recreation area south of Car- elot shall be built or Totals *Lots 97 & 98 are included -in the Phase 3 total but will be platted at a later cK; Proposed LgI Mix Phase Type,of I)wellin Un t 3'aitals SFD Lots SFA Lots Townhouse Lots 1A. 28 - 22 50 1 A (Existing Subphase 1 and 2 - 48 - 48 IB 15 - 31 46 xlstrn - 96 - 96 31P3A, 3B, 3C X1Stin - 70 37 107 4 52 a 52 5 l8 - - is 6 31 - - 31 7 ffyistru - 78 - 78 8 - - 135 135 TOTALS 144 292 225 661 10. Landscaping to provide screening shall be provided as required by Albemarle County Code § 18-32.7.9.8 along the rear of all townhouse units located on double frontage lots. 11. The owner shall provide 25 units of affordable housing (for sate townhouses) with the construction of Phases IA (subphases 3 and 4), IB, and 8 as identified on the Application Plan.. The owner shall convey the responsibility of constructing the affordable units to the subsequent purchaser of the subject property. The current owner or the subsequent owner shall create units affordable to households with incomes less than 80% of the area median income such that housing costs consisting of principal, interest, real estate takes and homeowners insurance (PITI) do not exceed 30% of the gross household income. All purchasers of these wets shall be approved by the Albemarle County Housing Office or its designee. The owner/builder shall provide the County or its designee a period of 90 days to identify and prequalify an eligible purchaser for the affordable units. The 90 day period shall commence upon written notice from the owner that the units will be available for sale, This notice shall not be given more than 60 days prior to the anticipated receipt of the certificate of occupancy. if the County or its designee does not provide a qualified purchaser during this period, the owner shall have the right to sell the unit(s) without any restriction on sales price or income of purchaser. 5. Sidewalks shalt be constructed at the time of corresponding road construction along the southerly side of Austin Drive from Route 29 North to Briarwood Drive and along the westerly side of the entire length of Briarwood Drive. The sidewalks shall be constructed to V'DOT standards, 6. Only those areas where a structure, utilities, pedestrian ways, recreation areas, roads, and other improvements are to be Iocated, as shown on an approved final site plan or subdivision plat, shall be disturbed; all other land shall remain in its natural state. This proffer does not apply to individual residential lots. 7. Lots along Camelot Drive may be developed with townhouse units as shown on the Application Plan. 8. The unconstzucted portion of Briarwood Drive through the commercial areas shown on the Application Pl= shall be built as approved by VDOT and bonded to County, 9. The mix of units permitted in each phase is as follows: E]4,tfl a Lot MIX Phase T of Dweffing Unit Totals SFD Du 1ex Townhouse 1A - 98 - 98 I - - 53 53 2 - 96 « 96 3 ABC - 72 37 104*. 4 66 - 66 5 - 70 - 70 6 - 30 30 7 - 78 - 78 8 32 20 - 52 TOTALS 32 530 90 652 Lots to be added by Ray Beard Property TM-32-E-2 4 656 Lots to be added in final engineering 5 661 For the lauds subject to this rezoning, these proffers supersede the proffers accept4 by the Albemarle County Board of Supervisors for ZMA 91-13 and ZMA 95-05.. Woodbriar Associates Lkiited Partncrship SiP"ratures of ers Printed Name ofAU U Owners PROFFER NOTE Date THIS PROPERTY IS ALSO SUBJECT TO ANY PROFFERS ACCEPTED AND APPROVED BY ALBEMARLE COUNTY UNDER ZMA 2005-009. GENERAL SITE PLAN NOTES 1. THE PROPERTY SHOWN HEREON IS LOCATED ON ALBEMARLE COUNTY TAX MAP 32G, PARCEL 1 , AND IS ZONED PRD. 2. THE BOUNDARY AS SHOWN ON THIS SITE PLAN IS BASED ON FIELD- LOCATED SURVEY MONUMENTS AND RECORD SURVEY PLATS, ROTATED TO NAD 1983: CAMELOT, SECTION ONE, RECORDED IN D.B. 450 PG. 123, PLAT DATED: JUNE 1967, PREPARED BY B. AUBREY HUFFMAN- ENGINEER. CAMELOT, SECTION TWO, RECORDED IN D.B. 545 PG. 64 PLAT DATED: JULY 1971, PREPARED BY B. AUBREY HUFFMAN- ENGINEER. CAMELOT, SECTION THREE, RECORDED IN D.B. 653 PG. 76, PLAT DATED: DECEMBER 20, 1976, PREPARED BY WILLIAM S. ROUDABUSH, INC. COMPOSITE MAP OF THE PROPERTY OF BRIARWOOD ASSOCIATES, RECORDED IN D.B. 1940 PG. 285, DATED: JULY 7, 2000, PREPARED BY ROGER W. RAY ASSOCIATES, INC. BRIARWOOD, PHASE 1, SECTION 1A, RECORDED IN D.B. 1508 PG. 121, PLAT DATED: NOVEMBER 10, 1995, PREPARED BY ROGER W. RAY ASSOCIATES, INC. BRIARWOOD, PHASE IA, RECORDED IN D.B. 1556 PG. 97, PLAT DATED: JULY 30, 1996, PREPARED BY ROGER W. RAY ASSOCIATES, INC. PLAT SHOWING TRACT A, TRACT B & TRACT C, A PORTION OF THE BRIARWOOD ASSOCIATES PROPERTY, RECORDED IN BK 2904 PG. 30-36, PLAT DATED: DECEMBER 6, 2004, PREPARED BY ROGER W. RAY ASSOCIATES, INC. 3. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 4. ALL PROPOSED PUBLIC & PRIVATE STREETS TO BE CONSTRUCTED TO VDOT AND/OR ALBEMARLE COUNTY STANDARDS, ALL PUBLIC STREETS SHALL BE DEDICATED TO PUBLIC USE. 5. PROPOSED WATER & SEWER LINES SHALL BE CONSTRUCTED TO VDH & ACSA STANDARDS. ALL WATER AND SEWER EASEMENTS SHALL BE DEDICATED TO ALBEMARLE COUNTY SEWER AUTHORITY. 6. THIS NOTE IS FOR INFORMATIONAL PURPOSES ONLY TO IDENTIFY WHERE EXISTING RIGHT-OF-WAY DEDICATIONS ARE RECORDED THROUGHOUT THE BRIARWOOD SUBDIVISION. EXISTING R.O.W DEDICATIONS ARE AS FOLLOWS: AUSTIN DRIVE FROM ROUTE 606 TO SUBDIVISION BOUNDARY RECORDED IN D.B. 775, PG. 587-589; D.B. 714, PG. 46. BRIARWOOD DRIVE FROM AUSTIN DRIVE TO RTE. 29 RECORDED IN D.B. 714, PG. 44-46. ROUTE 606 RELOCATION RECORDED IN D.B. 775, PG. 589. WHITNEY & HEATHER COURT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES - 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). ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES - GENERAL CONSTRUCTION NOTES FOR STREETS WERE RECORDED AS CARDINAL & ROBIN COURT, RESPECTIVELY, IN D.B. 714, PG. 45. FINCH 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE COURT RECORDED IN D.B. 775, PG. 587; D.B. 1065, PG.236. WREN COURT RECORDED IN MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY D.B. 775, PG. 590; D.B. 1065, PG. 237; D.B. 1134, PG. 17. DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 7. ACCESS TO RECREATION AREAS SHALL BE FROM INTERNAL ROADS ONLY. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE S. ACCESS TO THE RECREATION AREAS SHALL BE PROVIDED IN GENERAL ACCORDANCE WITH 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 THE ORIGINAL BRIARWOOD APPLICATION PLAN (ZMA-79-32), NOW DESIGNATED AS SHEET 2 SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE OF 2 (ZMA-2004-014). MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 9. THE 100-YEAR FLOODPLAIN AS SHOWN HEREON WAS TAKEN FROM FEMA FLOOD 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC INSURANCE RATE MAP (FIRM) FOR ALBEMARLE COUNTY, VA, COMMUNITY #510006, PANEL RIGHT -OF --WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL 145 OF 575, DATED FEBRUARY 4, 2005. DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 10. VEGETATIVE SCREENING SHALL BE PROVIDED ADJACENT TO CAMELOT SUBDIVISION ALONG CAMELOT DRIVE IN ACCORD WITH SECTIONS 32.7.9.8(a) AND 32.7.9.8(c)(4}. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL 11. THIS PLAN IS DESIGNED IN ACCORDANCE WITH THE ALBEMARLE COUNTY SUBDIVISION GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE ORDINANCE AT THE TIME OF RE -ZONING. 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 12. THERE IS NO OUTDOOR LIGHTING PROPOSED ON THIS SITE PLAN. FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 13. THE ENGINEERING GROUPE IS NOT RESPONSIBLE FOR THE MEANS OR METHODS OF CONSTRUCTION. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCE'S 14. BRIARWOOD DRIVE, FROM ITS TEMPORARY CUL-DE-SAC, JUST NORTH OF PROPOSED SHALL CONFORM TO VDOT CG-9(A, B OR C). POCOSON WOOD COURT, TO ITS INTERSECTION WITH U.S. 29 HAS NOT BEEN BUILT AND IS "CONSTRUCTED" 6. WHERE R IRM- CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHOWN ON THIS SITE PLAN AS IN ACCORDANCE WITH GRADES AND -SHALL C'?-..;, ,;'!?M TO VDOT STANDARD PE-1. SECTIONS SHOWN ON ROAD PLANS FOR BRIARWOOD DRIVE (STA 0 + 00 TO STA 14 + 00), SHEET 9, TITLED BRIARWOOD RPN, PREPARED BY COX MCKEE & HARROVER, DATED 7. COMPLIANCE 'VVITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, 10/6/80. AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED T0. 15. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT LUMENS SHALL BE A FULL CUTOFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM VALIDATf:'-W4 HOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING RECOR_ AIii„1, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 9. ALL SIGNS CAR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFO!<VI TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPER' Y NU.,4BERING 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 D_ E,•"_ivIED NECESSARY IN ORDER TO PROVIDE SAFE AND RI V tll�l`I�T��T A HATER AND SMR AUTHORITY (RWSA) CONVENIENT ACCESS. GENERAL WATER AND SEWER NOTES 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. 1) ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SE INERS AND CULVERTS THAT COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW. ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION 2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR PRESENT. TO THE START OF WORK. 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 70 EXT. 202) MUST BE NOTIFIED THREE 4) RWSA ENGINEER RICHELOE THE AT (434) CONSTRUCTION. DAYS PRIOR TO THE START OF CONSTRUCTION. ALBE141 ARLE COUNTY SERVICE AUTHORITY (ACSA)BUSINESS 5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. NO TIE—INS TO THE EXISTING SYSTEM GENERAL WATER AND SEWER CONDITIONS SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 1) WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY 6) FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE—INS TO INSPECTOR. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF WORK. THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE TESTED PRIOR TO CONNECTING TO THE SYSTEM. 2) THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED 7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. THE CONTRACTOR SHALL BE CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING LINES AND STRUCTURES AS NECESSARY. UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR 3) ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE ALBEMARLE COUNTY SERVICE AUTHORITY. REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 4) DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 8) EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING SHALL BE 5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1.800.552.7001) PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 6) ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED 9) NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE PERMISSION AND APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. BLASTING AND A PRE —BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL 7 ) ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE COST TO THE OWNER, DITCHES. 10) IN ADDITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACIL(TY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED 8) VALVES ON DEAD=END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR FOR. THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WITH COMPACTED 57 STONE TO, THE THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED. 9) THE WATER SOURCE FOR PROPOSED BRIARWOOD IS PROVIDED BY THE NORTH RIVANNA 11) NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES TREATMENT PLANT. APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO ELIMINATE 10) METHOD FOR ABANDONING THE EXISTING SANITARY SEWER IS AS FOLLOWS: ANY POSSIBLE CROSS —CONNECTION TO THE PUBLIC WATER SYSTEM. A. INSTALL PROPOSED SANITARY SEWER AS SHOWN ON PLANS. B. TAP INTO EXISTING SEWER, LOVER INVERT FIRST. 12) ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW C. PLUG ENDS OF SEWER LINE TO BE ABANDONED WITH CONCRETE. FACILITIES INTO SERVICE. D. REMOVE CONE SECTION OF MANHOLES TO BE ABANDONED, FILL MANHOLE BASE WITH GRAVEL AND CAP WITH CONCRETE. 13) NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE DRAINAGE V) Z V) z w Z w 0 o oU V U ~ o a � to p LIJ > z Z > o W o o � OU ZQ V) � 0 Q U m >- z o Z Co<>' >a Z)�V) O OU 0 IL Q (W U 0 oV)V)V)W=�V WWwLUaf0-WW �� o0 o af o o¢ Q¢ Q 0 0 0 0 O O O O I LLI r N o oo Q N Ni I N I r I cp I o p O z 0! Z E--4 0 H zw W H � 0 Z 016 �0 �f JOHN 'S. MA SIK }-+ LiC. No. 998 /fir J 0 STRUCTURES, ETC. ENGINEERING GROUPE PROJECT STATUS DATEE: 04/18/07 14) TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 2/4710 ADDRESS COUNTY COMM SCALE: N A ENTS 10-24-07 ADDRESS COUNTY AND ACSA COMMENT DESIGNER: JDT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JAC MTR 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-18-07 REVISED PER COUNTY COMMENTS SP-024F DATE I ACTION SHEET 2 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO501.dwg, 2/4/2010 4:20:39 PM P/L P/ R/W R/W SL P SR Limits of Bituminous Surface 5' 3.0' 6 6' 3.0' 5, e �6l No 0 Min C Bituminous Concrete Min 3' ' /L 3Point of Finished Grade 2.0' S\o 1 .� 1� � 7 e 0 0 0 0 0 0 0 0 0 0 0 I-III.�I I I-o Std. Concrete Sidewalk 6" Base Course Centerline of right of way 6" Standard Subbase and construction CG-6 w/Std. UD-3 Underdrain As Req d. Limits of Subbase TYPICAL SECTION CURB AND GUTTER GEOMETRIC DESIGN STANDARDS FOR RESIDENTIAL SUBDIVISION STREETS (GS-SSR) STREET NAME STATION CAT. VPD DESIGN SPEED MAXIMUM GRADE MIN. C/L RADIUS DIMINHT CE Sto Intx CURB WIDTH CURB P SR TYPE gS 21A AGG. BASE (BM-25.0) SURFACE, (SM-9.5A EXT. ST. IVES PLACE 10+00 TO END I UP TO 400 VPD 20 10% (1) 110' (5) 125'(7)/200' VAR 28' (2) VAR 4" 3" 2.5" JERSEY PINE RIDGE 10+00 TO 19+30 II 401 - 2000 25 10% (1) 200' 155'/280' 11.5' 36' 1.5' 4" 3" 2.5" SUNSET DRIVE I 10+00 TO 32+251 I 1 UP TO 400 VPD 20 I 10% (1) 110' (5) 125'(7)/200' 11.5' 28' (2) 1.5' 4" 3" 2.5" 1. FOR MOUNTAINOUS TERRAIN, MAXIMUM PERCENT OF GRADE MAY BE 16% FOR ADT UP TO 400 AND 14% FOR 401-400 ADT. 2. 26' ALLOWED FOR STREETS < 400 VPD WITH CONCURRENCE OF LOCAL OFFICIALS. 3. 36' ALLOWED FOR STREETS THAT ARE INTERNAL TO THE SUB -DIVISION, WITH CONCURRENCE OF LOCAL OFFICIALS. 4. 100' MINIMUM RADIUS ALLOWED IN MOUNTAINOUS TERRAIN. 5. FOR CURB AND GUTTER STREETS WITH PARKING LANES, THE CLEAR ZONE IS ACCOMMODATED WITHIN THE PARKING LANE. HOWEVER, VDOT HAS ESTABLISHED A 3' MINIMUM SETBACK REQUIREMENT BEHIND THE CURB. 6. BASED ON 25 MPH DESIGN SPEED. 7. FINAL PAVEMENT DESIGN TO BE SUBMITTED UPON COMPLETION OF CBR TESTING IN ACCORDANCE WITH VDOT STANDARDS. 8. PROPOSED PAVEMENT DESIGNS ARE BASED ON AN ASSUMED CBR VALUE OF 5. NOTES: FOR STREETS WITH VOLUMES OVER 4000 OR SERVING HEAVY COMMERCIAL OR INDUSTRIAL TRAFFIC: USE THE APPROPRIATE GEOMETRIC DESIGN STANDARD. (SEE VDOT'S ROAD DESIGN MANUAL) ACCESS ESM'T 7.5' 1 _ 18, ACCESS INGRESS / EGRESS / FIRE LANE ESM'T ACCESS EASEMENT I 28' _ I _ 18, _ I _ 7.5' PERPENDICULAR PARKING PERPENDICULAR PARKING (WHERE APPLICABLE) (WHERE APPLICABLE) 1 ,1 G-6* / 1A 1 - t/'4 c t' 1/4 -TOP COURSE BASE COURSE SUBBASE *DEVELOPER MAY SUBSTITUTE CG-7 AND/OR ROLL TOP CURB AT HIS DISCRETION.. TYPICAL SECTION FOR PRIVATE STREETS WITH CURB & GUTTER :1' 4' CONC. SIDEWALK SEE PLAN FOR LOCATION STREET NAME STATION MAXIMUM GRADE MAXIMUM W/ PARKING AREA VERTICAL CURVATURE SIGHT DISTANCE MINIMUM MINIMUM CURB RADII 0 INTERSECTIONS Ag TYPE(21EEA AG� SE OR 6�16M25) SURFACE (SM-12.5A) CREST K SAG K ELM WOOD KNOLL 10+00 TO 14+76 10% 5% 5 15 100' 12.5' 6" 3' 1.5' POCOSON WOOD CT. 10+00 TO 14+61 10% 5% 5 15 100' 12.5' 6' 3" 1.5" SILK WOOD COURT ELM WOOD COURT 10+00 TO 15+21 10+00 TO 27+28 1 10% 1 10% 1 5% 1 5% 5 5 15 1'> 100' 100' 1 12.5' 1 12.5' 16" 6" 13" 1 3" 1.5' 1.5" GENERAL NOTES: (1) THIS TYPICAL SECTION SHALL BE USED FOR ALL PRIVATE STREETS.WITHIN RESI°I)-_`:1`AL AREAS. (2) STONE MATERIAL SHALL EXTEND UNDER THE CURB AND GUTTER, A MINIMUM OF 6" BEYOND THE BACK OF THE CURB. THE AGGREGATE THICKNESS UNDER THE CURB AND GUTTER SHALL BE THAT IN EXCESS OF THE DEPTH OF THE GUTTER FACE OR A MINIMUM OF 4", WHICHEVER IS GREATER. (3) 2:1 SLOPES WILL BE ALLOWED WHEN SOIL TYPE SUPPORTED BY SOIL REPORT IS ACCEPTABLE AND WHERE SPECIAL STABILIZATION IS PROVIDED IN ACCORDANCE WITH THE EROSION CONTROL ORDINANCE. (4) STANDARD LANDING REQUIRED AT INTERSECTIONS. (5) MINIMUM CUL-DE-SAC RADIUS IS 45' TO FACE OF CURB. (6) MAJOR INTERSECTION MAY REQUIRE CHANNELIZATION IN ACCORDANCE WITH VDOT STANDARDS. THIS WILL BE DETERMINED DURING PLANS REVIEW. (7) MINIMUM RADIUS FOR PRIVATE RESIDENTIAL STREETS ONLY. (8) PROPOSED PAVEMENT DESIGNS ARE BASED ON AN ASSUMED CBR VALUE OF 10. (9) FINAL PAVEMENT DESIGN TO BE SUBMITTED UPON COMPLETION OF CBR TESTING IN ACCORDANCE WITH VDOT STANDARDS. P/L yL R/W_,R/W SL P SR 5' 3.0 6" Limits of Bituminous Surface 6" `61 \oQe 3' Min Point of Finished Gr C/L Bituminous Concre �N 5 " yk 2.0 1/4.1' 1 1- / 1 1. �oQe 0 0 0 0 0 -_ -_ 6" Subbase Base Course enterline of right of way 6" Standard and construction CG-6 Limits of Subbase TYPICAL SECTION - CURB AND GUTTER GEOMETRIC DESIGN STANDARDS FOR URBAN COLLECTOR STREET SYSTEM (-7) STREET NAME STATION VPD SPSEED MAXIMUM GRADE MRADIUSL HT DIST CE Sto Intx `� WIDTH CURB P SR AGU� I SE (BM-25.0) (SMSE R9.5A) BRIARWOOD DRIVE 0+00 TO 3+30.96 2001 TO 4000 30 10% 335' 200'/335' 11.5' 38' 11.5' 6.5" 4" 2.5" BRIARWOOD DRIVE 3+30.96 TO 3+36.76 2001 TO 4000 30 10% 335' 200'/335' VARIES38' ARIE 6,5" 4" 2.5" BRIARWOOD DRIVE 3+36.76 TO 4+02.84 2001 TO 4000 30 10% 335' 200'/335' 8.75' 2.5' BRIARWOOD DRIVE 4+02.84 TO 12+84 2001 TO 4000 30 1 10% 1 335' 200'/335' 6.00' 38' 1 6.00' 1 2.5' GENERAL NOTES: A MINIMUM DESIGN SPEED OF 30 MPH OR HIGHER SHOULD BE USED FOR COLLECTOR STREETS, DEPENDING ON AVAILABLE RIGHT OF WAY, TERRAIN, ADJACENT DEVELOPMENT AND OTHER AREA CONTROLS. IN THE TYPICAL STREET GRID, THE CLOSELY SPACED INTERSECTIONS USUALLY LIMIT VEHICULAR SPEEDS AND THUS MAKE THE EFFECT OF DESIGN SPEED OF LESS SIGNIFICANCE. NEVERTHELESS, THE LONGER SIGHT DISTANCE AND CURVE RADII COMMENSURATE WITH DESIGN SPEEDS HIGHER THAN THE VALUE INDICATED RESULT IN SAFER HIGHWAYS AND SHOULD BE USED TO EXTENT PRACTICABLE. STANDARD TC-5.01U (URBAN) SUPERELEVA11ON BASED ON 4% MAXIMUM. STANDARD TC-5.04ULS (URBAN -LOW SPEED) SUPERELEVATION BASED ON 2% MAXIMUM MAY BE USED WITH A DESIGN SPEED OF 45 MPH OR LESS (45MPH = 7' MAXIMUM). A MINIMUM 30' WIDTH OF SURFACING OR A MINIMUM 30' CURB TO CURB IS TO BE USED WITHIN INCORPORATED C111ES OR TOWNS TO QUALIFY FOR MAINTENANCE PAYMENTS. CLEAR ZONE AND RECOVERABLE AREA INFORMA11ON CAN BE FOUND IN APPENDIX A, SECTION A-2 OF THE ROAD DESIGN MANUAL. FINAL PAVEMENT DESIGN TO BE SUBMITTED UPON COMPLETION OF CBR TESTING IN ACCORDANCE WITH VDOT STANDARDS. PROPOSED PAVEMENT DESIGNS ARE BASED ON AN ASSUMED CBR VALUE OF 5. HC PARKING SIGN (VAN) SIDEWALK FACE OF TYP. r1I IDD PARKING LOT DETAIL NOT TO SCALE S/W OR ACCESS ESMT. BRL _ 2o'I I io W/M 5' S W WATER METER EASEMENT DIMENSONS NTS AlWl TOWNHOUSE LOT DIMENSKM NTS I 12:1 MAX. in 30' 20' I TYP. I TYP. I L_ BRL 0 N ALDERSGA'n TOWNHOUSE LOT DIMENSIONS NTS 9 Z ACCESS M NON -GARAGE SPACES ESMT. PARKING SPACE TOWNHOUSE UNITS DIMENSIONS W/GARAGES. NTS 2 Mi AT * 2" HIGHER THAN EDGE OF PAVEMENT AT ** SAME AS TOP OF CURB TY°E C PARALLEL & PERPENDICULAR THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. THIS COMBINED (PARALLEL &c PERPENDICUOR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANpING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SFORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SEBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. i 2'-0" 5'-0" BACK OF CURB 12 11 48: 1 MAX. 20 1 48: 1 MAX. •v v, v ." •v ,v v v v v. v v v v •v •v •, •, • .o II v o v cc v v v 1---2' MIN-.�-I N OTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDE) BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTF OF THE RAMP FLOOR BY 2' IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF IATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE EIGINEER. 3. SLOPING SIDES OF CURB RAMP MAY BE POUFED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST B� PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUiA CONCRETE COVER 1,T'. 6, CURB / CURB AND GUTTER SLOPE TRANSITIGIS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH; THE MINIMUM WIDTH, SHALL BE THE WIDTH OF THE SHARED USE PATH. SECTION A -A i c-r\c-nln EXISTING INTERMEDIATE CONTOUR - EXISTING INDEX CONTOUR - - - -320---- PROPOSED CONTOUR 320 EXISTING EDGE OF PAVEMENT EX. E/P PROPOSED EDGE OF PAVEMENT E/P EXISTING CURB AND GUTTER _ EX. C&G_ - PROPOSED CURB AND GUTTER CG-6 TRANSITION FROM CG-6 CG-6R CG-6 1E CG-6R EXISTING TELEPHONE LINE T- -T PROPOSED TELEPHONE LINE T EXISTING STORM SEWER EX. 15" RCP PROPOSED STORM SEWER 15" RCP 0 EXISTING SANITARY SEWER PROPOSED SANITARY SEWER 0.0 EXISTING ELECTRIC SERVICE E- -E PROPOSED ELECTRIC SERVICE E EXISTING GAS LINE G- -G PROPOSED GAS LINE G PROPERTY LINE -- - EASEMENT LINE CENTERLINE - LIMITS OF CLEARING AND/OR GRADING., EXISTING SPOT ELEVATION 12,0 PROPOSED SPOT ELEVATION + 12 EXISTING TREE DRIP LINE EXISTING TREE 0 15' OAK OAK PROPOSED TREE 100-YR FLOOD OVERLAND RELIEF ==> A --.E-I I 5' MIN PERMISSIBLE CONST. JOINT f 6" i _ y Y -L J V) , A I TRUNCATED DOMES 0 �� o TANGENT PLAN STD. CG-2 11 11 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP FLOW LINE FENCE LINE X EXISTING UTILITY POLE PROPOSED UTILITY POLE • EXISTING WATERLINE W/ TEE -W- 171 PROPOSED WATERLINE W/ TEE W EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT T+. EXISTING WATER VALVE - PROPOSED WATER VALVE PROPOSED WATER METER e EXISTING REDUCER - -- p- - PROPOSED REDUCER STOP SIGN (RI-1) T HANDICAP RAMP (CG-12) DENOTES LO ATION OF STD. VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION CRITICAL SLOPE SLOPES TO BE SEEDED, MULCHED & TACKED PURSUANT TO SECTION 1100.00 PRINCE WILLIAM COUNTY DESIGN & CONSTRUCTION STANDARDS MANUAL VEHICLES PER DAY COUNT 1234 VPD PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT I PROPOSED STREET LIGHT I� H� PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT i SANITARY MANHOLE IDENTIFIER 13 STORM DRAIN STRUCTURE IDENTIFIER 013 - Width LINING - v 0 DITCH TYPICAL SECTION DITCH SIZING AND LINING COMPUTATIONS (nmOA3) 00 00 01 Ln �o O 4-4N CD I�l `xn _ 4 0 4 0 �+ s� 00 O Lq 07 o N o -0 i` 00 e W° 4-1ai U O 1 (U C3 No N p QJ�NO 71 Q 00 U � CD0 00 00 C Cn v) I- z z w w � U O V) I N � z O w n Icn < w to > :2 > 0 0 � Q Z 0 � ry H W O j.-_ I- < z < v, O O 0 _0 0 0 O 0 U < � U U () v> V) 0 > < cn cn n 0 V) W w= Vn In w w w woc� D_ L 01� of orf > n n n n n n < < < < < 0 0 0 0 0 0 0 0 d ILLJ � N o 0 o I- Nn Lo N O W n 0 Z lox z z a A Ix > a 0 I El r'7 i Ai ^ z w HI Cl) z W RTL Ditch LTL Ditch 10 +62 to 15+02 4 +46 to 8+86 Variable (Unit) Ditch #tl Ditch #2 Ditch #3 Ditch #4 . Ditch #5 Ditch #6 : Ditch #7 Ditch #8 Ditch Ditch A. (AC) 0.97 1.08 0.96 2.08 0.37 0.84 0.29 0.76 1.21 1.54 C 0.64 0.51 0.40' 0.70 0.49 0.56 0.45 0.45 0.60 0.90 CA (AC) 0.62 0.55 0.38 1.46 0.18 0.47 0.13 0.34 0.73 1.39 12 (in/hr) 5.45 5.45 5.45 5.45 5.41.5 5.45 5.45 5.45 5.45 5.45 110 (in/hr) 7.27 7.27 7.27 7.27 7.27 7.27 7.27 7.27 7.27 7.27 Q2 (Cfs) 3.4 3.0 2.1 7.9 1.0 2.6 0.7 1.9 4.0 7.6 Q10 (Cfs) 4.5 4.0 2.8 10.6 1.3 3.4 0.9 2.5 5.3 10.1 Structure # 5A 28A 38 pond 2 122A 122 19 20 Sheet # 13 15 16 17 18 18 419 420 44C 44C n Widthope 2.5 2.2 3.5 1.3 ®�®®kto #00000® slope (%} 8.0 15.0 10.0 33.0 6.0 8.6 '. (ft) 4 4 4 4 4. 4. 5 5 10 10®�® �LTH OF , 0.� L Side slope H:V 2;1 3:1 2:1 3:1 3:1 3:1 2:1 2:1 4:1 4:1 R Side slope H:V 2:1 3:1 2:1 3:1 3:1 3:1 2:1 2:1 2:1 3:1 w® d10 fk O 0.61 0.75 0.50 0.55 0.35 0.46 0.61 0.63 0:65 0.93 Plow Area (sf) 0.76 0.76 0.42 0.91 0.36 0.64 0.75 0.79 1.26 3.05 ®� MATU IK ' S Wetted Perimeter : (ft} 2.76 3.15 2.05 3,49 2.18 2.93 2.75 2.81 4.12 6.80 Lie. No. 19998 dma x (ft) 1.00 0,67 1.00 0,67 0.67 0.67 1.25 1.25 1.50 1.50 Qmax (Cfs) 16 12 18 52 8 9.. 16 15 50 V2 (fps) 5.5 6.3 5.3 10.8 3.4 4.9 3.1 2.9 3.9 3.1 ti"A14 Lining VDOT STD EC-3 EC-3 EC-3 EC-3 OK EC-2 EC-3 EC-2 EC-2 EC-2 EC-2 �00 ONAL ENGINEERING GROUPE PROJECT STATUS DATE; 04/18/07 SCALE: N/A 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JAC MTR 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-18-07 REVISED PER COUNTY COMMENTS SP-024F DATE ACTION SHEET 3 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K0501.dwg, 1/12/2010 8:58:17 AM G:\PROJECT\Briarwood\ENG\DWG\00-K0401.dwg, 1/12/2010 8:56:50 AM f M PWANNA 'WE S 1O'07'59" W - S OW07'51" W 107.13' e � 236.02' .- - ' -•S 27'p0'26- w PHASE 4 OPEN SPACE '\ m AFEA - 5.86 AC. ' 'mot„ �`��.o,�,_,_„_�..._��-----""�~ ! � --�-,-....�`--�.v � � •O?, � ,�. 3 i '� 28 RESOURCE� _ PPRROT CT10N EA 500„y�lA Pz . e w Z4024.54'56' = N 71'54 19' E♦ {t 41.05' w s ♦�� ^~ ` ♦ y S 38'15'59 W ` $ .1730'i0 yy -__ _ -_ y S `a X 30.18' 203.76' [ Ce'��se. ♦ i LOT 4A w s �?•�o•_ ` tv, g" DRNE E i lagjc =_ 42 �-` 43 3,9 4Z OD 37 t SPACE ` ,� i -- 0, 123 AC of -A2 46 t¢4- 1S- _ `-7 ~C,4 17 "j- ---` - � �. PHA iA _�1 OPEN SPACE - ,- ,� -- c,+ / t1 , / _ AREA -133 AC j---�"" C � _,.� _ 1 ci, � ror I .-4 1V, al sap, V) _m ) _ ♦. � .,� :.Q�NG pU64iG (g4' nf r L29 % Emma l r�41 I t. ti L153 L1 2 } / _4 1 LINE BEARING DISTANCE L1 S 83'11'30" E 246.22' 1 2 S 01'25'30" E 159.80' L3 I N 75'14'30" E 121.25' L4 S 73'27'02" W 3.50' L5 S 19'54'53" W 4.10' L6 S 70'04'5 3" E 8.26' L7 S 61'53'10" W 5.87' L8 N 18'00'27" W 84.50' L9 S 71'5933" W 120.00' L10 S 18'00'27" E 84.29' L11 N 62.49' 14" W 51,48' L12 N 62'49"4" W 3.14' L13 N 27' 10'46" E 84.50' L14 N 62'49'14" W 180.00, L15 S 27* 10'46" W 82.21' L16 N 2T 10'46" E 7.00' L17 N 62'49' 14" W 14.00' L18 S 27' 10'46" W 62.00' L19 S 62*49'14" E 14.00' L20 N 27' 10'46" E 7.00' L21 S 27* 10'46" W 87.21' L22 S 62'49' 14" E 164.00' L23 N 2T 10'46" E 72.00' L24 S 27' 10'46" W 0.50' 125 S 62'49'14" E 23,64' 126 S 62'49' 14" E 46.98' L27 N 22'35'48" E 14.10' L28 N 61'53'10" E 67.74' L29 S 13'51'19" W 8.26' L30 S 76'08'33" E 4.09' L32 S 5T33'29" W 172.23' L33 N 8T55'32" W 124.00' L34 S 88' 15'38" W 45.10' L35 N 64'48' 12" W 55,08' L36 N 81'35'07" W 45.28' L37 N 84'4836" W 47.57' L38 N 62'49' 14" W 39.53' L39 N 27' 10'46" E 112.48' L40 N 24'3747" E 44,58' L41 N 28'20' 11 " E 43.08' L42 N 31'25'27" E 43.08' L43 N 37'10'00" E 43.18' L44 N 30'4839" E 43.16' L45 N 55'30'20" W 94.00' f_ S 2s.17" 152,E �. PHASE 4 OPEN SPACE AREA - US AC. NAO 813 NORM S 113-22'02' W lip 7 r - t ♦ � ;may � t � '-L� ___.®. 5 +`�4� �ry / N V:47.2 E LOT N 31'29 Zr W ;4 ` 71.52' `, N ,♦ 5a 40 48W ``♦ ` "7' 12'06' E CURVE RADIUS ARC DELTA TANGENT CHORD BEARING Cl 435.00' 12.67' 1*40'10" 6.34' S 15'35'00" E C2 438.50' 43.11' 5,38,00" 21,57' S 19'14'07" E C3 25, 50' 18.58' 41'45' 17" 9.73' S 01' 10'29" E C4 34.00' 20.90' 35' 1246" 10.79' S 44' 16'47" W C5 85.00' 20.59' 13'5238" 10.34' N 69'4533" W C6 9.00' 7.57' 48*11'23" 4,02' N 03'05'05" E C7 9.00, 7.57' 48' 11'26" 4.02' N 51' 16'27" E C8 133.00, 11.64' 5'00'50" 5.82' S 65'19'39" E C9 4.00' 6.12' 87'35'31" 3.84' N 66'23'33" E C10 115.00' 96.95' 48"8'08" 51.57' N 86'02'14" E C11 34.00' 20.90' 35'12'46" 10.79' N 79'29'33" E C12 25.50' lt,Ltzi I I0'04'S5" 2,25' S 70'53'22" E Em Z EM 0 00 c� N0 - N 4-I tU a `J Q 00 ^r-+ � ,no � o 0 0 00 0 _ �wLn Rx-+ 4-4 ON � � f f a.� o N N p cq v�N cq (n O � 144 , qn, b Ei o 0 w U o� o 00 o m z z z w w � 0 o Oco U � v Z h~ Op (n U O ill 0 H C) p W p W Q Q zQ afQ } : w cc)) 0 z Q: :D� W N D D X, O O U p 0 O L.Ljid. U U Q N� O U QV p cn to 10c) w = N V) p w a o o o 0 � Q a a¢ Q 0' 0 0 0 0 0 r d s 2 N co � Ld 1- I N r'] � N r•7 cfl � I 0 O O z A > 3 1 a ' E- rn o W ~ Z o�� C/O1 F� P"000. JOHN S. MAT IK4. H Lic. No. 19 98 ENGINEERING GROUPE PROJECT STATUS DAVE-. 4-18-07 I GRAPHIC SCALE ' J SCALE: 1 "=60' l -- 60 0 30 60 120 240 DESIGNER: JDT DRAFTSMAN: JBG n1 Fm FILE NO. SP-024F 1 inch = 60. & DATE ACTION SHEET 4A OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K06010penSpace.dwg, 1/12/2010 10:30:09 AM l nep L158 tp \l r PHASE 1D -1 OPEN SPACE AREA o 048 AC PHASE i i J _ OPEN SPACE �.` + AAEA - 0.57 AC 1 j VIA N\ pnt•,:4Z= "-f!� -.,,.�-- _ter /..=:".-.--^' ':`� � ""'�� 5,t;, jj � i L169 L168 /` LINE BEARING DISTANCE L1 S 31'02'24" E 17.00' L2 S 61'41'48" E 75.35' L3 N 61'41'48" W 26.42' L4 N 06'5358" W 51.62' L5 N 83'06'02" E 13.50' L6 S 06'53'58" E 5.55' L7 N 83'06'02" E 90.00, L8 N 06'53'58" W 160.00, L9 S 83'06'02" W 90.00, L10 N 06'53'58" W 10.00' L11 N 83'06'02" E 90.00, L12 N 06'53'58" W 130.61' L13 S 73'52'51" W 91.18, L14 S 06'5358" E 17.45' L15 S 83'06'02" W 13.50' L16 N 06'53'58" W 6.83' L17 S 83'06'02" W 29.00' L18 S 06'53'58" E 6.83' L19 S 83'06'02" W 13.50' L20 N 06'53'58" W 12.12' L21 S 83'06'02" W 85.00' L22 S 06'53'58" E 135.12' L23 N 83'06'02" E 85.00' - L24 S 06'53'58" E 7.49' L25 S 83'06'02" W 85.00' L26 S 06'53'58" E 116.00, L27 N 83'06'02" E 85.00' L28 N 06'53'58" W 1.50' L29 N 83'06'02" E 13.50' L30 S 06'5358" E 7.00' L31 S 83'06'02" W 90.00, L32 S 06'53'58" E 140.00' L33 N 83'06'02" E 90.00, L34 N 06'53'58" W 77.38' L35 S 61'41'48" E 26.42' L36 S 28' 18' 12" W 5.00' L37 N 61'41'48" W 84.59' L38 S 47*07'02" W 16.78' L39 S 28' 18' 12" W 124.11' L40 S 61'41'48" E 90.00, L41 S 28' 18' 12" W 6.33' L42 N 61'41'48" W 90.00, L43 S 28' 18' 12" W 180.00, L44 S 61'41'48" E 90.00, L45 S 28' 18' 12" W 10.14' L46 N 61'41'48" W 99.95' LINE BEARING DISTANCE L47 S 22'37'53" W 118.64' L48 S 61'41'48" E 88.99' L49 N 6T 19'26" W 87.69' L50 S 22'40'34" W 160.00, L51 S 67'19'26" E 92.71' L52 S 16'02'27" W 11.06' L53 N 79'06'46" W 93.77' L54 S 10*53'14" W 180.00, L55 S 79'06'46" E 94.55' L56 S 05' 11'32" W 12.65' L57 N 77*23'27" W 88.97' L58 S 12'3633" W 177.00' L59 S 74'51'52" E 68.13' L60 S 7T23'27" E 27,52' L61 S 17'21'46" W 8.43' L62 N 72'19'47" W 27.42' L63 N 74'51'52" W 68.08' L64 S 21'08'51" W 93.29' L65 S 05*03'11" W 87.11' L66 S 68'51'09" E 49.48' L67 S 7T46' 10" E 24.7(0' L68 S 11*03'08" W 5.12' L69 N 84'53'40" W 71.62' L70 S 05'06'37" W 183.04' L71 S 84'41'39" E 0.01' L72 N 05'07'53" E 319.37' L73 N 22'37'53" E 300.00' L74 N 06'52'27" W 319.63' L75 N 86'54'28" E 20.27' L76 84'46'30" E 26.72' L77 [_�N 84'46'30" E 27.69' a L CURVE RADIUS ARC DELTA TANGENT CHORD BEARING C1 19.50' 20.73' 60'53'44" 11.46' S 87*51'20" W C2 75.50' 50.11' 38'01'40" 26.02' N 42'40'58" W C3 75.50' 22.10' 16'46'10" 11.13' N 15'17'03" W C4 4.50' 7.07' 90'00'00" 4.50' N 38'06'02" E C5 4.50' 7.07' 90'00'00" 4.50' N 51'53'58" W C6 4,50' 7.07' 90,00,00" 4.50' S 38'06'02" W C7 4.50' 7.07' 90,00,00" 4.50' S 51'53'58" E C8 104.50' 99.94' 54'47'50" 54.16' S 34'17'53" E C9 19.50, 30.63, 90'00'00" 19.50' S 16'41'48" E C10 594.49' 12.04' 1'09'38" 6.02' S 25'4436" W C11 34.50' 20.04' 33' 17' 17" 10.31' N 68'03'44" W C12 1590.00' 485.64' 17'30'00" 244.72' N 13'52'53" E C13 700.00' 360.41' 29'30'00" 184.29' N 07'52'53" E C14 25.50' 19.93' 44'4626" 10.50' S 14'09'00" W C15 34.50' 23.08' 38'19'50" 11.99' S 62'34'35" W C16 154.50' 144.10' 5326'18" 77.77' S 55'01'21" W C17 814.50' 125.77' 8'50'49" 63.01' N 16'43'27" E C18 4.50' 7.04' 89'39'01" 4.47' N 57*07'32" E C19 832.50' 83.84' 5*46'13" 41.96' N 09'06'00" E C20 4.53' 7.03' 8854'00" 4.44' N 38'55'32" W C21 4.59' 7.24' 90'24'46" 4.62' N 60'22'01" E C22 967.62' 49.34' 2*55'17" 24.67' N 25'51'33" E C23 4.50' 7.07' 90*00,00" 4.50' N 16'41'48" W C24 125.50' 102.62' 46'50'54" 54.37' N 58'19'03" E C25 34.50' 22.81' 37*53'11" 11.84' S 79'18'55" E C26 28.87' 19.62' 38'56'03" 10,20' S 31'20'05" E C27 95.50' 26.38' 15'49'45" 13.28' N 13'13'58" E C28 34.00' 34.73' 58'31'51 " 19.05' N 72'01'41 " E C29 35.00' 46.75' 76'31'52" 27.61' N 04'29'49" E C30 19.00, 27.38' 82'33'43" 16.68' N 75'02'59" W C31 35.00' 12.94' 21'11'11" 6.55' S 53'13'14" W C32 4.00' 6.28' 90'00'00" 4.00' N 02'22'24" W C33 4.00' 6.28' 90,00,00" 4.00' N 87*37'36" E C34 99.00' 49.11' 28*25'17" 25.07'. N 28'24'58" E C35 4.04' 6.78' 96'07'04" 4.50' N 27*29'10" W C36 385.00' 281.08' 41'49'47" 147.13' S 26' 1925" E C37 34.00' 34.73' 58'31'57" 19.05' N 13'2947" E C38 65.00' 86.82' 76'31'52" 51.27' N 04'29'49" E C39 25.00' 20.93' 4T58'26" 11.12' N 09'4654" W C40 4.00' 6.28' 90100'00" 4.00' N 59' 12' 19" E C41 4.00' 6.28' 90*00,00" 4.00' N 30'47'41 " W C42 4.00' 6.28' 90'00'00" 4.00' S 59' 12' 19" W / fJ /Ykf ill f , \ / j t- PHASE V OPEN SPACE AREA 238 AC i l /'� '/'� ` \ [M'� .1 •! JIB ,,:•~` / _ f C f � + �-OF'611 SP 8 ��• \ \\ h f J r`y 'c'� ti ` ` , r �. �.fi;� GRAPHIC SCALE 0 0 30 60 120 240 (INS) 1 inch = 80 tL f"' � -'\ ` ,yam � _ �`\. `• � -`f � _ -_C �'�: .�„, LINE BEARING DISTANCE L78 N 84'46'30" E 24.07' L79 N 73*06'10" E 7.89' L80 N 7T06'10" E 35.14' L81 N 73.06' 10" E 24.30' L82 N 73*06'10" E 29.98' L83 N 73'06'10" E 19.15' L84 N 75'51'48" E 53.09' L85 S 21' 15' 18" E 284.22' L86 N 81'45'47" E 120.80' L87 S 08.14' 13" E 3.30, L88 S 36*45' 11 " W 4.10' L89 S 5T14'40" E 8.77' L90 S 81'44'30" W 33.51' L91 N 61'43'31" W 92.43' L92 S 28' 18' 12" W 71.33' L93 S 78'02'57" E 13.52' L94 N 83'45'02" W 13.52' L95 N 05'31'28" E 10.66' L96 S 79'25'46" E 80.57' L97 N 27' 10'29" E 16.61, L98 N 10*34'14" E 159.85' L99 N 73' 16'03" W 90.05' L100 N 14*53'19" E 9.27' L101 S 74'25'37" E 13.39' L102 N 15'31'29" E 3.37' L103 S 793349" E 73.95' L104 N 19*26'11" E 148.00' L105 N 70'33'49" W 72.46' LINE BEARING DISTANCE L143 S 47'22'24" E 87.31' L144 S 42'37'36" W 6.85' L145 S 47'22'24" E 13.50' LINE BEARING DISTANCE L146 N 42'37'36 E 6.26' L106 S 61'41'48" E 90.01' L147 N 75'47'41" W 14.00' L107 N 28'18'12" E 80.00' L148 N 1412'19" E 1.00' L108 N 61*41'48" W 90.16' .• L149 N 75'47'41" W 88.33' L109 N 28' 18' 12" E 8.03' L150 N 14' 12' 19" E 145.48' L110 N 61'41'48" W 13.50' L151 S 34'2627" W 19.22' L111 N 28'18'12" E 7.26' L152 S 24'51'27" W 55.31' L112 S 61'4148" E 108.75' L153 S 08'47'27" W 84.88' L113 N 28'18'12" E 160.00' L154 S 84'35'28" W 94.75' L114 N 61'41'48" W 108.75' L155 S 47'14'13" E 33.14' L115 N 28'18'12" E 5.00' L156 N 14'12'19" E 5.99' L116 S 61'41'48" E 108.75' L157 N 75'47'41" W 83.48' L117 N 28'18'12" E 160.00' L158 N 34'26'27" E 67.79' L118 1 N 61'41'48" W 108.75' L159 S 67'29'33" E 74.67' L119 N 28'18'12" E 5.00' L160 S 53*41'16" E 97.46' L120 S 61'41'48" E 108.75' L161 S 34'54'33" E 59.47' L121 N 28'18'12" E 160.00' L162 S 1114'33" E 59.47' L122 N 61'41'48" W 107.92' L163 S 12'25'27" W 59.47' L123 N 81'44'30" E 33.54' L164 S 36'05'27" W 59.47' L124 S 36'17'09" W 8.77' L165 S 59'4527" W 59.47' L125 S 53'42'42" E 4.10' L166 S 37' 19' 18" E 82.74' L126 S 11'52'03" E 41.28' L167 S 42'45'45" W 78.77' L127 S 2710'26" W 1412.44' L168 S 42'45'45" W 122.00' L128 N 05'19'0(6" E 10.38' L169 N 4714'13" W 5.69' L129 N 21'08'51" E 115.01' L170 N 42'45'45" E 104.17' L130 N 42'45'45" E 104.17' L171 N 33'46'07" W 75.03' L131 N 33'46'07" W 52.60' L172 N 14' 12' 19" E 1.97' L132 S 42'37'38" W 1.51' L173 S 75'47'41" E 14.00' L133 S 4T22'24" E 86.15' L174 N 14'12'19" E 9.85' L134 S 42'37'36" W 120.00' L175 S 75'47'41" E 78.67' L135 N 4722'24" W 86.15' L176 N 14' 12' 19" E a 148.00' L136 S 42'37'38" W 0.50' L177 N 75'47'41" W 78.67' L137 N 4T22'24" W 30.00' L178 N 14'12'19" E 15.15' L138 N 42'37'3(6" E 15.61' L179 N 75'47'41 " W 14.00' L139 N 4T22'24" W 14.00' L180 N 14' 12' 19" E 6.00' L140 N 42'37'36" E 9.99' L181 N 75'47'41 " W 30.00' L141 N 47*2224" W 86.81' L182 S 14'12'19" W 6.00' L142 N 42'37'36" E 115.86' L183 N 75'47'41" W 13.50' 1 w w ... o V) Z < Q z > ¢ o m�zo8 ¢o� 0 z Z � O O Q p� U o O f � V) f V) < V) o rn w= w W ww w a > oV) Of 01�0 w o 0 0 0 o Q of Q Q a Q c° o 0 o 0 0 0 i I i O �tfl N O . Q to 10 O O �f0 cc Q z U N z W a H EE- ca O z �G a r�^ 1 V n� W Op 00, ®0 JOHN S. M USIK ®U Lic. No. 1 998 a' ®®1®0is 1®�� 00 ENGINEERING GROUPIE PROJECT STATUS DATE: 4-18-07 SCALE: 1 "=60' DESIGNER: JDT DRAFTSMAN: JBG FVLE 1 0. SP-024F DATE ACTION SHEET 4B OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K06010penSpace.dwg, 1/12/2010 10:16:02 AM ,r-1--�-_,.__-- -- - i I mow 1 00 00 C14 X. R.O.W. ;-4 y'' t 1C0O .N.J. ti'r1-i ' = �`_:/-=.�181_• J 'I -t-om'� `'O},/,,./'-ti'1 / _/j1`'-�p.1 ,,S,,arrC, 1R...r.�.�. .\�uN`N v 1 R \N`�SJ\-' CR�5\P0 :t $ 11=°'f0 .1. T�''0�1N=.F>, pi:�,,r�::A4e-J},3_.J;,. ./i!I�� c_.cI''`.v-i_i,l,:1 �\��t �t�' 1,1 -t-v_- �:% ''/. ti"_ �/-.. 1F/jU/rR,� _ . n/!�rf _ }' , ��_0'f1f"r\,-`�C,/,i'�-t ,i� l. am8g'- , , ,NSD. N ~N' "•/ '�S.-J�E`=_W 1 - c��, I _,_`-�i15-_'-1:-19. 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NA ESMT vp-- F -7 I [\I 4 12 WZ3 INV OUT 447.21 u C:) C\l cq d S5 00 56.4 _0 01\b\- Ar 1 0 ca ca 41 ?- - ul ;�,. - q ca WOD 1,10 0 4T 0 C) 1'1� q 0 0 ID (A0 00 -;, 0) V C) (0. 01 0 x\AN 00 co 0 u 00 00 00 "41 0 Q0 110m cp _d c�o "L4 V�_j, --------- Q Aj) 00 lo- U '61 00 I Lr) 0?ell A 0, cn '7� Q0 On ;r 101 -A, -A 'FVAmL 6 VAL \(L KSAN :2 1-8"X01 TEE Lw (TY 0 0 V) -0 0 - 10- < (D L00, z V, Z: 4� Ld 9S:l 0 T) < > cp _2 10 cu 15 R,-P 0 z 0 -1 2w V) cz, 101 - 0 < -co -0- 0 < Z Ld (if ::D :2 V) 4- :D Z) :D Q� 0 0 0 0 0 0 0 Q Q < W V) Lij LLJ '(0 0- �j 7 V) (f) 5; < V) V) F V) W (c) 0 Y) V) V) LLI LIJ Li Lu LEJ Q� cl Lu LL, --au-Tp, u4 W 4a- kl,3 W A 5: �01 cIrs ID ckAPt �a tcl 0 4D, Lu cl C) 0 C) C) n < < < < OD 0, ------ Lo o 0 4— Clu L0 (0 Ln cy 41 Lo 01- oo 00 00 cy) T_ (0 0 0 0 0 c\l C\! 0 T" 00 r 0 < 2 C\j Ln Vc. T- LOTS - cp TIP Vb, VI-1- SE E. REVI cp p D X. F—T x.: (-P __A Val ------ ESMT. iz Fl- --A 2 hAT DRAIN TOT LOT 91 OPECT QPE,'JOS�P cc 2196 S.F. STM li-s 4 TO v 11B LIMITS F CLEARING 30' VE TATION Bl AND OR GRADING Poi LIMITS OF CLEARING _71 AND OR GRADING 20' VEGETATIO BUFFER EX, 20' LA LA USE BL 1-8"XV TEE ,4 1-21 1-6" VALVE EX. 20' LAND USE BUFFER I r- I I OTE. 1-FHA LO TRACT B 'w'I' nv D E 3 R 1 A R ASSOCIATES A Cl 'A I/ hAAP PARCEL B I-,' lvi- D.B. 2904, P'll 32-35 US E: "A 'AAl- v Vl —E— m GRAPHIC SCALE 30 0 15 30 60 120 IN FEET I inch - 30 it L 4.49.8 SHEET SHEET 12A 12 HEEI SHEET BRIARWOOD r 10 PHASES 1A, 1B AND 8 SHEET INDEX SHEET SHEET 7 9 SHEET SHEET SHEET 5 6/ 8 I AC UG lodkAC-3 l PER A qr% CI ISPE(CATIONS ry V-1 -- --- ------ 00 cf) Jr X cl) E- w 3 z E-4 z z 9 2) Nod__3 C/) 'j V_ 111 Awl I '414 V9 �X'vli 0,�; V000. 00.0. 00 AF 41VI 4&' JOHN S. MA SIK *www =*ME= mwrmwm 4b, Uc. No. 19998 E E E E ME E...... 0000"Nsv10W K R Al 000000 _L ON®® , L v ENGINEER( G GROUPE PROJECT TATUS DATE: 4-18-07 — SCALE: 1#1=30f --1-0-24-07 ADDRESS COUNTY AND-TCSA COMMENTS 8-31 AIJIJKE�� AU�A UUMMEN 1 �5 DESIGNER: JDT 7- 31 =_07 DRAFTSMAN: JQQ 4-18-07 REVISED PER COUNTY COMMENTS FILE NO. SP-024F DATE ACTION SHEET 6 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K0300.dwq, 1/12/2010 8:52:29 AM SHEET SHEET 12A 12 HEET SHEET BRIARWOOD 11 10 PHASES 1A, 1B AND 8 SHEET SHEET SHEET INDEX 7 / 9 SHEET SHEET SHEET 5 6 8 00 00 MAT HLI 10 ' o "' -8"X6" TEE / ./'f ,; �\ � �� ',, (.� /rr-._} •; ,,% `,�, k � / �''`� 1 6" VALVE u P-( �,. Lr) i� ,Q FHA / \ bb� 60 0 O 00 -71 _ - ` -pry! 8., o SA C ! w ( \ �_'� �� 44 1- "X6" TEE } \ j .<. SAN �'xi CS ..! i ` - ( \, / �" $ U 'mod CD Ln z Ld J co z o v� 101, � p � z \ A O ? U O F- \ %'I 20 p i Q Q zLi Q z z Z o 0v ST `? w o 0 ¢ - w F o U S L/ / a V) to .f - \ 9 Q V) V) � Ld U � Q_ it / \ \ \,� ; i'l O� � �/ - ( �• 06' \ 'i' � � �� ::• � �� p1 0 o a o 0 0 0 0 Ld `r SAN 0 \ Q I 1 I 1 I) I 1 Qp I U T N n Lb N f') O O 40 STM O VAL E�� iF / -FHA 1060 4' V. / SAN z co oil 10* -. - -.—_. ice-- /� _ ,% A. �` iJ• � i '- / _ � � � � � 1-4 If 0-4 -="�P� �`�� \ ' � �-•�'��'� \ \\ \ / rn \ OPEN SPACE \ /,. ,. / / >- \ j �, O r J 0lool STM r ' / S ACCESS ES T. cP0° \ ✓� V \ } / /\�O 23 ST / V / Q� \ �_ \ o 4-I-� ST N\alQ,2. 0 o C/o o\l\a, o 00 Ol? C cy I o c\l¢ N °p oci [Ci c0 5 di r` 00 d 00 r` F,CP 0( - ;\ _ r Iv xW1, Op IQ I I I I I I I 1 j , SA IN Pl PHA -2 1NVIN22 -6P ®� JOHN M I 1 I I I - - OPW. 1-8"X 5 Lic. No. 19 98 as R BLIC _ \ tONAL _ 3-8 VA ES ®®®®® A T \ �� \ i \� js> ENGINEERING GROUPE PROJECT STATUS DATE: 4-18-07 GRAPHIC SCALE ` oo A � s � SCALE: 15 30 60 120 \ -24-07 ADDRESS COUNTY AND ACSA COMMENTS \ / 8-31-07 ADDRESS ACSA COMMENTS DESIGNER: JDT DRAFTSMAN: JBG IN FM 1 \� / �/ S \ 7-31-07 REVISED PER COUNTY COMMENTS i inch = 90 it. $ �� ir__ ,,`4 �; FILE N0. SP-024F s-•` � A � a ARo \ gyp\ 's: � MATCHLINE H �� ,� 6 \ 4-1$-07 REVISED PER COUNTY COMMENTS SHEET I I`� 21 \� �_ �i \ DATE ACTION 7 OF 53 G:\PROJECf\Briarwood\ENG\DWG\00-KO300.dwg, 1/12/2010 8:52:19 AM 30' VE TATIO. 20' LA USE I IBM _ i • ill` rrerer�amerar;F a�p•mr�r �rrsl��uvr.��„v+moo ,�..me a `�`�� 4��i[ � ira■ i■■■r� ��ra�r�.�.��.�.1■I.a��ri�■�■■i■■rara■�rirar�� r La.�il�A>. •' iAa i�i�r ■iut•MA>,r •rii�.i �i■r`tr-ir��i�nuit->_t�•. 'L�SWL� i■� '1.f • .P� . Ir ' �-.�..�: '�' �L��7��■ ��•i�i��1�®� '�i.r>ai-��• iris 7■��.� — — — �� — -- -- ._--■■�iil�il■IIIII`ill� ■ II ■ ■ • • • ■ ■ i ■ ■ ■ ■Ln ■ C14• • • • • • , NO cq IILRAIN ESMf. I - 'I rllllll� � VEGETATION BUFv L-I\ OPEN SPACE r i LIMITS OF CLEARING- AND OR GRADING- / .iJ ,fl +a4 TRA-T B IA,-"E3 LIRII A R nA C:�/',/,I ATr- - -`^ vvVVVnJ.:V vInIG i'.-M1 ` y- -- n.rJV vInllVly Uvv TA1\ iv1�P ^2v Pn vC..L.. PG rr i' EX. NATIVE EMERGING - VEGETAJ ION l 94 00 c r' `n N O �j cal O \,pxOP. R.W. r .. / �,� �� ` `� •�.,/ f _ /� `'-` � bA , STM S T S J� .(T \ 's xQ . oo 4`-% PROP. 0V pI � cQ MATCLINE S E SWM ESM u � -0 o U � QI "t-140 2 �,F!•p ��' ' i , uCO� Q' R I R o 0� tt T U' URE c1ri ,00 I_. Lno T , / STM m elf V) �J. 3 y 'l' �Q Z z C CGQ RO w W 4 F t,, 0 V) Q U Z ttl WIDE BENCH i h' : Z Q :2> Qt x n w n W Y� 5d AT 2.0� Z o Of jtl Q V) 2 o Q U } "> G�� / / ¢ z Q z z Z o z O O O V w U V U V) V) VV)i w m v� v) 13'L X 15.O'W - w w w cc m w w _. STD. VDOT E >- 0 0 0 0 0 0 !� _ -EX. SAN SEW —EN-T— �'1. =4 449 � � / � \ CL I RIPRAP Q ¢ Q Q o` �ryR i F r 3 i`' r t� s JI r�'�� CCiP1NECTION `..O EX ` xi p,.. d''. // / / w"'� y ri Y a,Jy / 7 t14 Y ,i`�; '�,�1 •.:`_ A, REQUIREMENTS, i l l'.] I�1 T y: ap rn rn rn r BE AEiANDOi JED, LIMI S R o0 0 0 o Q O o O PROP. R.O.W. !' / q „t/ \ 1.. O I I I I I I I W S :; >, 1 3 1 AN NG / q C "zr�i. v' 1 e _ „:i- r+a�' it x a.4s F *. 1�, ± r �,t .\` I N 0 0 I— F C d ,� "' o o Q Fjt/% �SS Y f ri x r 5 r' it a; I I I I I n \ \t \ N ri w O Q I I ITT I z G( © / I EX. 20' STORM DRAINAGE Nlb ��QS O TO E AC,A'1 ED _ 1 _._.. 1A I ,� EX. 20' WATERLINE ESMT \`, / EX. TEMP. SWM EASEMENT \ / PUBL 2 TM —j � J DRAIN \J -__\✓, �...\s \j` 1-8"X611 TEE / I S OP. INV=404.00 \ 1-6 VALVE ST 3 4\ 1-FHA PROP. = 0.2 \ 6 ys» I C)' R PR INV=404.75 \ 1. PROP. TO �1-D r? `-- 5 D G. BEND M 3 3T6 TOP OF DAM 1 .0 -. -EX. R.O. oh . 37 P U / O ��/ \ T� / •-� LIMITS OF CLEARING AND OR GRADING TRA nT A n.. I n IAlnnn^ to-u A^n/,IAT 1vVVVCAiRIAR nS-+ -n1 A ^C'Cn/+IA InAI IAIl+ n.:v Vvinl Nlv IIVv TAX MAP /.\] LL P ROEI In/♦ IVIn. v D.B. 2004, PG 32-3 I L`_• IIAnA AIT V vL. VnvnlVl 3,281 SF HEREBY DEDICATED TO THE COMMONWEALTH OF VIRGINIA DURING CONST CTIO OF 5G)" STORM SEWER, I N CONTRACTOR TO PUMP AROUND TRENCH, `\ E� MAINTAINING SEWER SERVICE AT ALL TIMES. . EX. 20' STORM DRAINAGE -- TO BE VACATED I � ES, I Wiz_ EX. 20' STORM DRAINAGE ' t. � I r"� E- v) z 1 EASEMENT i ►� O Q f E Z EW-r I t�ya4� m H 0 i - - k U F.---------- ..--- ._-------- .... _................. ................. - - - F - _ -_ _ _� _...._._- _. 1 ►-i W T �--�-•_ _- TE OR Y SWM EASEMENT•''4y��' 'F'._---- '�/�• IN/1 r\ P (3R� IN\/=.i�lii.[l�l' Tn nl- �rA u•II.1r-AI v4r-,Aln n .. _ > n _ i^ L� � I NORTHBOUND LANE MATERIAL OF THE 12 - WATERLINE PRIOR TO' ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 `--- -�_-- THE EXISTING 12" I BUSINESS DAYS IN ADVANCE OF THE TEST MIT AND SHALL PRESENT DURING THE TEST PIT. THE _-- - WATERLINE SHALL BE COMPLETELY EXPOSED BY THE CONTRACTOR FOR THE ENTIRE DURATION OF THE JACK AND BORE StEl-VE-'--SHALL-BE-APPROVED--BY--RWSA-PR 0 BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE ---w.--d,�---� .�--•,� f.•-�•----.�.- �—^ OCESS TO CONFIRM SEPARATION BETWEEN THE EXISTING WATERLINE r APPROVED BY RWSA PRIOR TO THE TAP.__ RN T POSED CASING PIPE. RWSA SHALL BE CONTACTED A _�- �— - - ram, "�"-"�TV } n GIC MlNllv{�#tat- OF BUSINESS DAYS IN ADVANCE OF THE START OF THIS (1NIMUM OFF BUSINESS 'QA N ICBE�V N PRIOR TO•-INSTALLATI OF THE TAPPING SLEEVL-: } 1-8 WORK ,._fAISA 5 FF SHALL BE PRESENT WHILE THE CONTRACTOR IS rf `�� ^�� THE 12"X8" TAPPING SLEEVE AND VALVE SH L BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE EXPOSING WATERLINE AND DURING THE JACK AND BORE PROCE S _ 12 X8 TAPPING SLEEVE, A CONCRETE PAD A THRUST B OC �S IALL BE PLACED UNDER AND BEHIND THE EX. 10° SAiV. SEW. TAPPING SLEEVE AND ALLOWED TO CURE FOR it�V�IITM I(9J"24j`Hf7URS PRIOR TO CONDUCTING THE TAP. NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE 11 TESTED, DISINFECTED, AND READY FOR SERVICE. SEE RWSA GENERAL NOTES ON SHEET 2. GRAPHIC SCALE �o ® JOHNS. MA IK 30 0 15 30 60 120 Lic. No. 19 98 IN FEET c 1 inch = 30 ®�� it 0 O®® ENGINEERING GROUPE PROJECT STATUS DATE: 4-18-07 2/4/10 ADDRESS COUNTY COMMENTS SCALE: 1 "=30' 10-24-07, ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JBG 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-18-07 REVISED PER COUNTY COMMENTS SP-024F DATE ACTION SHEET 8 OF 53 G: \PRO] ECT\Briarwood\ENG\DWG\00-K030O.dwg, 2/5/201011:25:13 AM SHEET VAND 12 SHEET io BRIARW �PHASES 1A, 1 SHEET SHEET INDEX SHEET 7 S5 S6 HT 00 I N N W `f cP I r ACCESS EASEMENT ZZ J% •) TOT LOT ACCESS ESMT. STM Z �� a ;' ASPHALT i'09 PATH . R � -- _- - i TA a® 2-45' BEND = : S "TEE EMOVE EX _ PLUG t s 108 g" VALVES — CONNECT TO '-E•XtST 3- �WATERUNE GRAPHIC SCALE R Cp1BLIC STM y� �' 1 J�l:% 30 0 15 30 60 120 0j 1' �� q DRAIN ESMT 09 T cJ ��, / - IV, FX/5' 1 X6" TEE OC<1 c� NAsE 1B-1 IN A STM l 1- 6" VALVE ) SPN' 107 c3, 1-FH q S� I )y 1 inch v 80 ft. S3, / ESMT. OPT SPAC STM //'..:: �' •. r106 1-6" VALVE h o 1-FHA \ 2' Nb / —JN SE E MT' c>\ / / °� IA8 E WIDTH SA ool PROP. 1000, loll OF CLEARIN� AND O/ TM f l GRADING I B-2 I EX. S SE N. 0 6' HI CHAIN 1 10 IN" 0,0 WSJ 1 q (o / e 464 7 \/ Vj BAN ST f! - ;,!' \ \ , \ �i..:• BEND OP 01 STM f ._ �j To.z•.' \ i� OPEN A STM I \ \,� �\. 'r/. , , ^` '>i o` \ \ ,� ?O' \ `\X \ \,vim r }9 li \\ `•�, c"Q F \ \ STM {\ \ \` �' <' 10, Y( ASPHALT ACCESS ROAD r� 191 X 10'W--- STD. VDOT EC- CL I RIPRAP SEDIMENY FpREBA a ES-1 \ /^ \I\ STM INV.=46 O\ �� ``•\ ` \ ; �,�` / ^0� \\ L �\ F• ,>; \'; i 6" Al/E 1 ,�' FO �,-,-- � 8, `�. '•� � •,, ,\ \, �Ol c j it r--.....J ` ._, . v Co w c (� Lq u pow � �° o O 1-4 Ln � O � wLr) G —0 a v) 4 � o 07 s rp ON •� O N [` O Ncn 1 W N O OQ u Ln V ¢•1 0bo �{ Oo o O Lo O cn r cn - PH V) ~ z V) z w w U � OU z c) � Q {� - w Z O (n > w 0 0 > Ld U< � H w Q o Q z U z Q LY z o o a U V) o O > Z O 0 U al v� U v> 4� Ul v> > w Q = U V) V)w V) U w > w n w o w n n 0 w 00 W 0 of a¢ a¢ a Q a 0 0 o O p Ld Q 0 i- Qp I ` cV N 0 0 I 0 O Z c � N z � A C`3 a ® l GQ a 00 O E1 a z w V 1 W I A IAlnnl'l/�• \ _ _.�,\`\• _/ Y... ,-` r ."_._\ IJ�I G-IRtnFirruvv (/ �L i I/tCA r'n1AfA II-RC� ! r `\�•\ -.il /\ ' /A. I I •'l ? flulvlGurrlvC ,.'/A�VV�. \ J __- `/�%•- 4'` .) /?� HA 0Rvrl v2,V--my-Un-G9700 '0I _ c_vlCvPIRD n , .-. �,.--...� %;.. .. \ _- �`_ J \ � .._ t/r r •�'"._.�`{ 1__ /:- 9 USE: OPEiv SPA;c Pri O, `' J J � c4 SAN r ',••.:._J�~C + ' i..> C 0 50 GI %�A/ y. � I -� II .41 ��F ` ' / �� / `• IsFc� \ 1 ""` - �i��; -°S'p I j _ �- �- `-� �t�i \ U JOHN S. M U IK Lic. No. 19 98 �Fs000�- \ ( `\ \., O I �t\ �'y \ i` j j �� / o / \f l _S -•` J �- f --- FFj, l .� (\ 1-=1 0 �Q� � � � - � I r / I.._ � ENGINEERING GROUPE PROJECT STATUS DATE: 1 - i 4-18-07 SCALE: 1 "=30' 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS - / / \� ;�.._� .�_ - DESIGNER: JDT 7 r\ \ \ - $-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JBG 7-31-07 REVISED PER COUNTY COMMENTS 4-18-07 REVISED PER COUNTY COMMENTS FILE NO. SP-024F DATE ACTION SHEET 9 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K0300-5.dwg, 2/4/2010 4:28:19 PM —A.. oll c1lo -)3 0 S M 11 STM. DRAIN ESMT. G;/ C--) MATCHLINE SHE LIMITS OF CLEARING &/ OR GRADING \ 00 00 ON �. NO t� Ln 0 rill 0 C\co 0 cn 0 u � C/) <D 4 CD 00 cn u 0 0 x 04 (u C) I- N No cq CA �% �''4 ' CD "x -N X\ 0 501.7 Lonc) C3 c o t— Z SAN SAN N X 00 -FrSAN A� PROP. VARIABLE WIDTH SAN, S R E —MT. Lu W SHEET SHEET 12A 12 SHEET BRIARWOOD H11 EE lo/ PHASES 1A, 1B AND 8 SHEET INDEX SHEET SHEET 7 9 SHEET SHEET SHEET 5 6 8 8" SAN AOL 1000000 SEW, Sol 1 8" SAN. SEW. t aD - liq 8" SAN. SEW. a % / PLUG Nit 8 SAN. SEW. z 0 It STM 8" DIP W/L i gpj SUS E R o [!STM -----r --- '--, , I'll § STM (55' R�W) 19 119 1-8"X8" CROSS PUBLIC 4- VALVES A 1194J Pn 15 RC niiii W/L ESMT STM �/ ( (• � t � � � �, cL 15" RCw N ILIN I 6" TEE -7, 1'?Oj VALVE 1-FHA 1-8"X6" TEE C, 1-6" VALVE THR S-T BLOC', FOR 4- > 0 ILL AR �A RE JIRED 1-FHA FOR YbRA N I rrl Ld Ld 0 0 V) V)E < V) 0 0 V) z (-) K U) w < Ld - z > n LLJ Lli 0 z m Z 0 ry :2 < 0 m Z 0 0 )- Qf F- x f- z Q Z Z z =) :D 0 0 0 0 0 0 Lj CL cn 0 w w w w = V) V) Ld Ld Ld Ld Erf o- Lj Ld (10 0f rl� oo� o X 5: o ED o Z) 0 CD Ld 0 o C) o 0 0 a-, < < < < < < < 0)rn o' 5 0 , ,7 7 7 7 Lli 8' 02 '00 t� r �7, �2 LIJ 0 0 TF. .O u r \ E20' STM. AN DRAIN ESMT, 45 —6AN 46 Poo m TMI 21 8" AN. SEW. STM 15'-Rep T' 2 --- -8,,X6 RE[ v m 5 R P S M 1-6 VALVE m 1-FHA vo V 14 STM 2,298 'u. Q' 0 DRAIN ESMT. > E-1 c) t I-ch c� < 3 C) 15 .1 =.- . I I m 0-10 1,152 0 r a. 1-4 V) 0 < E- 0 co 16 -7:T z 1,152 -u (jo 0-1 rti 17 Z- 1152 vq STM E .. i \ --_- 1/ 21 b 00 m 0 (7� S M 10 18 2 1,152 E--i 04 19 PHASE 1A 1,152 0cfl - 7 0 Ts'� z OPEN SPAC�,E 20 2L 1,152 0 vx 4 U) 0 V > X 152 S N 21 co 0 'a i « <' ® ( n STM 22 22 1,872 > r 7 SQ #3 \/\ T- 0 I Ul m <fl 2143 S.F. (3) (/) 0 \o o > co 0 rrl Olt- m -u 0 . ..... ou-1 0 J\ Z' TOT LOT r 2190 S.F. Q C IL rvH, -vo op -5V 16 VA I �� \ \ t1� \ \ r.�' i� ` - - ---- I& , r 510.9 .15 JOHNS SIK GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch — 30 it. uc. No. 19998 LINE SHEET,,- .'9 10 000#4 000ONAL0 tooq'�i 000 ENGINEERING GROUPE PROJECT STATUS DATE: 4-18-07 I SCALE: 1"=30' 10-24-07 —ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JBG 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-18-07 REVISEDPERCOUNTY COMMENTS SP-024F DATE ACTION SHEET 10 OF 53 ECT\Briarwoo-KOIOO"S.dwg, 1/12725TO 8:45:15 D' W I f 513.0 nj f �� j 1 ft II_ AAATr ay -1 1 CuCu Uri �ti \ MAT�iLINE SHEET 1 s \ O �o ST+A 3 F oti HOC �F 9T \ (PA o \ C � ti �; . RGp X , \ ` s 2 \ o ? \ s A�\O,p A S'q s�T\ 15" RCP 0 GRAPHIC SCALE 30 0 15 30 60 120 (INS') 1 inch - 30 fL o RCA 77 7 30„ �.o Fs� \ 15" RCP 0 17 37; 5.9 �..7 "r' n SHEET SHEET / 12A 12 HEET SHEET BRIARWOOD 10 PHASES 1A, 1B AND 8 SHEET INDEX SHEET SHEET 7 9 SHEET SHEET SHEET 8 00 371.0 00 lOO .a�awo�'NN ' 00"n 0 O� N o r•d Oo,ra� � O C!� U N 0 o , Nc NcnO ' ,U q"llr` Q v bA ,.n V b c7 O o � °O CD � V) f2 Z W z W vz b V O W� QW Z W U Q p Q o o U a >. E W a z Z Z o� U O co> ¢ LJ (n 07 > Q (n Llyaf�� sir > it n n n n 0.1 Q Q Q¢ o Q Q O 0 0 0 0 O 0 O I I I 1 00 W 37tj.O d M '� _N 0 6' O Q I I 1 1 1 p N N o 0 O O Z co Hz z �x Q� a i a �E- N� a cn O � `III� a p4 00 ®� JOHN S. USIK ®v Lic. No. 19998 ®0�rp�� ®®®SIB® ®� 0004ff w ENGINEERING GROVE PROJECT STATUS DATE: 4-18-07 SCALE: 1 "=30) 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JBG 7-31-07 REVISED PER COUNTY COMMENTS FILE DRAFTSMAN: 4-18-07 REVISED PER COUNTY COMMENTS O. SP-024F DATE ACTION SHEET 11 OF 53 G:\PR03ECT\Briarwood\ENG\DWG\00-K0300-5,dwg, 1/12/2010 8:45:45 AM. G:\PROJECT\Briarwood\ENG\DWG\00-K0300-5,dwg, 1/12/2010 8:46:00 AM 30 0 (INFm) 1 inch = 30 ft- 00 00 ON Ln N O 3 1 N O U G (Ln � 4-J W '0 00 O f'� V Lq Uo V)O O -u r- O 00wLn x G (n o 4-+ ai 0 cra v UON o N N O �T�� +V' N p W NANO 1 w Q v Ln V4 b P-4. 'b ao U ° o 00 CD 00 cn Ln o � x G V z z z w w � 2 0 O OU (n U < ~ z O w (n w ¢ � z w � 0 W 0 co O� II. Q Q g n¢ U Q ~ � W z z a z Q 0 z UU Q U Q� U U (n (n (n > a 0 (n (n (n W 2 W W W W W W (Y- a (Y C�f of 0 0 d Q Q Q Q Q Q Q 00 p 0 0 0 0 0 0 O I d rj N 00 0 f- ! N n n N O O O Cal H a �n o H � >�4 x cn W C/O ®o JOHN S. MA SIK ®� Uc. N . 1 98 J I2 000 . tklkkx FU S DATE: 4-18— 07 SCALE: 1 "-30' IENTS DESIGNER: JD1 _..... . _.... ... --- �...s FILE N0. ZEVISED PER COUNTY COMMENTS SP-024F ACTION I SHEET 12A OF 53 DATE G:\PR03ECT\Briarwood\ENG\DWG\00-K0300-5.dwg, 1/12/2010 8:46:10 AM - - ___ — __ I ,—F I—— I _ `, !„ - I I 1 ; r i , I , I e , , 1 ; i I " , .....•,.,...., :....,..-•.."', .... "...:'...- >..,a..K.r:-,,.,. ;:�..�.., ..s,,.rr Er:� P v :�•u, •,,,, . ,:. ' !I I r / I r I I a I i £ r I i 1 1 I } 1 t , 1 1 I 'i ,/ 2cC.-w>,5* a ;ea } i' ... ... ... F r..a + ! , ( I I ! ! 1 I f l f i i 1 5 / ,, y. 4 r ,,x - t .I: - -. r ( I J J 1 ! I 1 I 1 I t , !. ! i I , r3 :. ." ,i/� ' .: - tuY..`{" 4 1 i/:: ( t £ t 1 , , 1 .. I !1 I., 1. S fi :.. .,�!',. 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" - - DESIGNER: JDT / I I I , , -.---I_ ------___I, I 11 \ I i I � 8-31-07 ADDRESS ACSA COMMENTS I I I \ 11 " .--.--- - __ - -, _-__.1_____________ - --.�,�.---��.---",---,��,----.,.---..----,- - .2 . I I I I 1i / — — DRAFTSMAN: / I � \ -, - - __ - I I I � 7-31-07 Y COMMENI . S JQG I I I \ - - -, I - ' I N \ -- ,---.-.,-, I I , - I I -- --- -,-,- - - - - -- -_ ____ ��---______.... ------------ _____ 11 I , � - ./\�_,A`Ni, ,:--A- , �,' �� I -_ _ , - -, -, 6 _ ---- I-- - FILE NO. I - � - - .- - --- - -- -�-� ,- -- / i ", _-__ 4-18-07 REVISED COMMENTS SP-024F _�� N 1�� __ - k-- - -/ � -- - - - -�� \,- , ':7 7 - __ - .11- - - - - __ - I I � - \ I, . __,-----4-_,,, i ��-- �-_ &___;�� /-,- A ! I (11 -_ ------ �---�_,, -�_ _�_�,�%_-_/- - _,� -------------- I __ I - /,-\ __,_�,�_ ��__ ,------.--- - , - - __ / � . . . __ ___ I - _ L..j__ �-A A . ,\ / I - - "-- DATE \DnF-F- I . - - - __ __ - ____ - — - - ___ _____ - mmojim ACTION 14 OF 53 . I ' - G:\PROJECT\Briarwood\ENG\DWG\00-KO600,dwg, 1/12/2010 9:32:07 AM L Fm Nk :%% 4.1 0 0 00 C�: 8 J�l 1u; 0 t- 0 IN OEM pp -ow oa �ot ;.f Tm". wo VMS% cig 'RIM AA -� OW 00 'Ell ON RONNIE, r'.071, 010" fig A uv- IT' k2a Lv 10 R, go, samil ��,AI Em dwo fa FIR Me ME WE W - M-M ANN 00 �m MMWA S i 40 W, INC M WIN "I owl. W—A NEW 4W ,OgW b 4 M, b0- Nibs .04fflr, Ar 1 luen = zw M 00 00 Ln �o© clq ;-4 CD V � Ln O 'o 0 C\ cn O CO ¢wLn a o V) 4 v � o r _ N N p W � N � �c/)NO ILu O r Q? Au O O U P O O Ji O 00cn O � � (�i r-q M w U< m Q 0:: w w 0 > V ~ Z w U j >- z¢ O c� cn w cc o Q H Z O v cn w � 0 4 w '� 0 U a� o7 w w 0� 0 (n z > w 0 O O 0 Q o0 0 Z w Q a o Q z p w Q F� g o U } Z O V) �w o o Q Z >>O W Z O U 0 O O p I 00 0 0 1 rn 1 W O O O t` p� N O ob O I— p N I to O I (p O I O — O Z co > I r� V) O z V 1 rW V1 H 0i 0000 o k ®� JOHN S. r9998 K ®U Lic. No. �; 0-0®�SIONAL �00000004044 DATE: 4-18-07 SCALE: 1 "=30' DESIGNER: JDT r)DALTCAAAK1. idr+ FILE NO. SP-024F SHEET 16 ,OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO600,dwg, 2/5/2010 11:25:52 AM 55 PM G:\PROJECT\Briarwood\ENG\DWG\00-KO600-5.dwn_ imigmn Q.nti•sr, AM Ron \\y .1 gi- I A 41 V A NX V-1 \X o-1 . ........ . ...... .. V\ A -61 L --7�� 7— X -1.5!' -RG -7 '16 X-1 W 2y, It, it it If it It it V if p It 11 ------- --- 7 it t, If �A, 'd if k \Y ,(77-1 + 77-1 > i If it ------ it m '7 > c- Ir, t co lk : \G T-� C0\NTRAqT0R'\T0 BE CAREFULkNOT if Td, i DISTURB ADJAC'ENT P�RCELs\ if , Ir TRUCTION. DU�\ ING 6,ONS' ; if A"I X it\ 7-� c t I I I x/ k I If It 11 If it it 513. 0 cf) M J) QI GRAPHIC SCALE 30 0 15 130 60 120 V, k IN FWT A 1 inch = 30 ft ull I INE SHE E�E T ` �; 20- 371.0 1 I 9A �1- �v 0- gqg 9., it "i X-1) 9)�\ ItIo V 115/\ 377.0 t It it N, -77, .- It A� V., % it it L - If I It I it i It L , 11 If if I j ----------- If------------------- ---- if y it 't kt t Q) 16 INDEX SHEET SHEET 15 17 SHEET SHEET SHEET 13 14 16 00 00 0 L1 og Lr) vu (u 0 t- Lin �vl cn uo 5 co pq ON CD 0, r U 0 Lno 11-4 ON u 0 CD CD (n F- V) Ld 0 U) V) 5; 0 < V) V) cn C) < —1 V) > z w w 0 z 2 V) in Z < 0 CK m af Z W 0 < 0 F- < < V) z elf W 0 0 0 0 < = w 0 0 0 — 0 a_ 0 in 0 w w 0 w cn v) < x W Ln W w af w w (L Ld 0:� Ld ft: > w < < < 0 0 0 0 0 0 0 0 T N 7 to 0 (0 0 0 - cc E-1 E--4 z z cr) 1-4 E--4 E- Z z C/) z �4 C/D �4 JOHN S. SIK Lic. No. 19 98 0 F1 0000' 00 00 101VAL ENGINEERING GROUPE PROJECT STATUS 6ATE' 4-18-07 S CA -E: 1 "=,30' 10-24-07 ADDRESS COUNTY AND ACSA —COMMENTS 8-31-07 ADDRESS AUSA —COM DESIGNER: JDT 7 MENTS DRAFTSMAN- JBQ —31-07 REVISED PER COUNTY COMMENTS FILE NO. 4—la-07 REVISED PER COUNTY COMMENTS SP-024F DATE I ACTION SHEET 19 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO600-5,dwq, 1/12/2010 9:06:41 AM w z F— N, ,0IN N\ NN NJ _11 2 0 r. N yIW110 — " I � 1211E ) k T "M prM img , M7g,W v 1g"pW1 EIlW01M0L . ygl '41, 0R1 Oit ! m7 N --- ♦ ------ -NONW� xMWMAO 1W k " Ik j ♦ NI 1t1I 3 N I k , , 1 N IN• N 2 N \ N I1III"I'INN % N 1 N N N N k ; N N t It N \ kI♦ ------ IN 'k N♦N ----NN I NJ NNk NJ IJ N k N J it N NrI J i J N7 N 1 4Irc NJ -- ------------ \ (A ---------- ------ -N N, iSEWJ_ j SUNSE7�: N % N —V N N. IN NNJ NQ ----------------- Nx I 1 --- -7 8 A'N. %EW. • 1; , 5c j 7: -----17 -- -------------- -- N Q \N + / ------------ 9 N IiJ N i I' k AN I IN J I ' - 7, -------------V-- ---- PROPOSED PUBLIC , N 1.9 11 ---- ---- NN JA 7 31RCP PUbLU 4 40 24 40-"24'/'RC N , —7 0 N \N NNt k NIJ,k N N IN7 k ♦ J CONTRACTOR TO BEYREFUL OT' 0) NI X TO DI$TURB ADJACEPARCEL� DURIXG CONSTRUCTION.7 NN k% ------------ V N\ iIN 7t > T — , 'III ---- 1 N. Jk 7,1 N , > N, -7- M`'.,\ `\\ `\` 't � ; .J� \ 7 j �-�1j`��` �^�— C. i r� 4 V -\.♦' � �^� `\ ` _ s' �J'i=-.=��u•�'-" �\:.`_ � '1 �~ �r I �� — NJ \ , V { r 5 1 -^-,-1 , V ,% I \ "N, 'N NJ N -7 V V_ `N ? , N, - -- < j N,_ I 21_1\1 N- k 4� x. . ..... Z GRAPHIC SCALE 311 0 15 30 60 120 IN FM 1 Inch = 30 ft. SHEET�/SHEET k, 20A,�V/20// SHEET 14 iEET SHEET 19 18 SHEET SHEET 15 17 SHEET 16 00 00 01\ Lq 42 -0 0,0 co 8, cn V) U 00 C5 -.I- Nt Ln o dj 0 (8, cq 0 -11 Q - & op Jn!y 6 ri 8 CD Cc; cli p CC) z Ld Ld 0 0 V) 0 z V) < V) 0 z (D U) z U) Ld 0 Ld Ld 0 :2 111 :2 V) Z 0 rr :2 C) < (j 0 < 0 Ld < < 0 0 0 0 0 0 0 Ld < Lj U) V) 5;to < w v) cn LLj Ld > w E < < < Q < < < m(,, 00 mm 8 2 2 0 0 0 0 I" 10 " , " (� rn C to - 0 0 T I T I I I N n Ln n (0 0 0 0 i 1 co E- > Z l� z E-- co 0 z z ()fi —/JOHN S: MA IK Lic. No. 19 98 0, 0000' 0000 ONAL�4 ,N% ooffm § — ENGINEERING GROUPS PROJECT STATUS DATE: 4-18-07 SCALE: 1 19=30t 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT DRAFTSMAN: JBG 8-31-07 ADDRESS ACSA COMMENTS 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. SP-024F 4-18-07 REVISED PER COUNTY COMMENTS DATE �r7 ACTION SHEET 20 OF 53 Cj:\PROJECT\Briarwood\ENG\DWG\00-K0600-5.dwg, 1/12/2010 9:06:31 Am lit It I 01f; 5'. if - - - - - - 9D kit F�71�1% � v A -URD If 4- Yv_ �07 mullilkIAT)ON5 POLE CONV 13A5L )p 0 ME, DIA. low 0 ELF-0 TRANS Rv V _� 0 '%/vc, ik '1� 01 Wit K N t 91,1 Q wv If It, RC MODI�IED P4CP. CG111 LN TRtNCL -7 ki. I t 2 71501 + ST. WES -31 1 e- 12+56,�24 2 PROPOSED EP 7 W ro 4,d C:) It A I k ro 1, t I k k + % t + ocl "Zil 2� it T SAN.,,SE R Pk(�P. 20 SF�A PC 0 36" RCP"'2,11-L -1 RCP,\ 21 ja Rive SUNS VPI3 cr) 12 40 0441 + + OPVC513ED' P.. to k N PR f V) �u_ C) J, C-) 130" 11 of it IN "0 a ,21 Nk if if it S/ f 10+80,891 cj) PT _K1111 r PC 10+77,305 A/vcE- 0 OT I t t CONTRACTOR TO'BE CAREFUL NOT 11 it TO DfSTURB ADJAPENT PARCELS it 't DURING `CQ �§TRUCTION. < 34-1 x It t I t 34' x/ . t 4,5',i it cp If ....... 041=11 I LIMITS qF CL f OR GR4 I It NT tOR -EFUL NOT 00 "CO , RA&OR 0 OE C I - - I 1 1, -,4 'TO" Dl$f URB I DJAC ARCELS if I D()RING* CONS RUC N if cj) 1 4 y co L it 0 > r C� It t + if e < A (' __j n k NO'CONS R' TION 01 % AC6ESS L WED L------ GRAPHIC SCALE lit 00 00 cl� Ln CD c1q 0 u P-4 Ln 4J 0 _u -4-J ma 0 p Lin CA 0 'u I 1111Z� ;-4 (u 1_.� lu ON 5'1� "Raw PL( R`,i, 0 cn u �-4 qj rw4 R-1 0 g C/) (u 4J \,0 all n c,, c, rn� 1 'ft g u Q 0j) Lr) 1.4 0 P� u C) 0 0 �r cf) Lf) C) smulk2lumass 7. 40"'A WE ffA ff-AffA rAvll,1,117A A rj 40� 64� mr� SHEE SHEET (,,207 20 BRIARWOOD PHASES 1A, 1B AND 8 SHEETINDEX iEET SHEET 19 18 SHEET SHEET 15 17 SHEET 16 V) z z Lli Ld 0 0 U) z 0 Q V) < V) z Ld 0 Ld :2 :2 0 > 0 z z L.Li 0 :2 :2 0 > Ld Q� z W 0 < 0 c) < z :2 < z 0 Z 0 Z 0 0 13- 0 (n 0 0 < 0 L,J C) V) C-) wwwwo::a_ww w 0� of of ry- af<<<<<<< OD w 0 w 0 w 0 00 0 1, 0 1 0 1 0 1 Lj r 1 �2 (0 6 CO o n 0 (0 0 0 i _cz; co E- E Z z E E-4 z Z 1.4 C/I -OH 6,;POoo /7 ---) Xp JOHN S. MAT K Lic. No. 19998 AV V, 0 41 0000- 0 000 00 0 04`404 4kkk ENGINEERING GROUPE PROJECT STATUS DATE: 4-18-07 1 1 SCALE: 1 "=,30' I ( IN FEL?T ) I inch = 30 ft- 10-24-07 1 ADDRESS COUNTY AND ACSA COMMENTS 8-31-07 ADDRESS ACSA COMMENTS 7-31-07 REVISED PER COUNTY COMMENTS 4-18-07 REVISED PER COUNTY COMMENTS DATE ACTION FILE NO. SP-024F SHEET 20A OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO600-5.dwg, 1/12/2010 9:06:20 AM G:\PROJECT\Briarwood\ENG\DWG\00-K280o.dwn_ i/i2i2mn C1.42•SR oM I-- A 00 .... .. ......... .... ......... .. .. ... . .. . .......... . ....... .. . ... ---- --- ----- --- ........... . ... . ...... .. ......... ............................. .. . ... . ...... . ...... . ... .... ..... . .......... ..... . . .. ........ ... .... . . ..... ...... ........ . ....... . .... ........ . ... ...... .. ....... . ...... .......... . . ... ... ...... ... ......... . . . ............... . .. . . .... .. .. ..... . .... . . ......... . .... ...... ... . ..... .. . . ..... ... . ...... ... ...... ............... .... .. . ....... tO .... ... ... ... ... . .... ......... ... > of ............ -- - - -- . ....... . c) ........................... . ....... .......... ........ . ... .... .......... . ..... .. ............. .. . .... ............. ... .. . ... ...... ... . ... .... ............ . ........ . ..... .... . ...... . ..... .. ... . ............. .. .... ........... .... ---------- .......... ... .... . ....... .. ... . .............. . .. . .......... .... . .. . . ......... .................. .. . ....... . . . .. . . ...... . .... .... . ------ ... . ....... ............. .... . . ...... . . . ....... . ................ . .... .... ... .... . ................... .......... ...... .............. . .... ...... s STM .. . . ............. . 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I00 0 IF IL 0 0 0 0 K . ....... ......... . . - - ------- 0 > L6 > > c6 ENGINEERING GROUPE PROJECT STATUS DATE: 4-18-07 SCALE: I + I 59' (V IIhs IL M I10-24-07 ADDRESS COUNTY AND ACSA COMMENT' ESIGNER: JT SM 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JAC 10 11 12 13 14 + 15 + 16 + 17 + 18 + 19 20 + 21 + 22 + 23 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-18-07 REVISED PER COUNTY -COMMENTS SP-024F DATE ACTION SHEET 32 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K2200.dwg, 1/1212010 9:37:50 AM G:\PROJECT\Briarwood\ENG\DWG\00-K2200.dwg, 1/12/2010 9:37:45 AM --------- - I00 . .... ...... 00 ......... . .......... ..... .. .. . ....... .. . .............. . ..... . . ........ ..... ............. ........... . ...... . ........ ........ . . . ........... .......... .. . ... ..... ... ............... ........ ... ......... . . -------- ----------- -- .. ........ .... . ..... ............. .. .... ... ... . ---- ------ ....... . ...... ... ... .......... . .... . ..... . . ......... . .... ..... ............. . . ... ....... .. . . ..... .... ... . ------------ - - - - - _-- -- F-1.1-1-1.1.1111 ....... . ....... .... ..... ... .. ............. . .. . .. ....... . . . .... ........ ........... 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LO + (Z z . ..... . ... 1 .... . .......... . ....... . . .. .... ...... . ..... .. 00 C4 ... ..... . ........... . ... 11 z --- ---- ----- . .. .... ..... . .... -- — - ------ -- .......... . . ..... . .. .... . ..... '"_'__' 0 Z) ___ + 0 .' - ... '__ __ '_ --- - 1 ...... . ..... __ ED . ................... 0 0 Z)'_ 0 Z z z z z 11 c4 (2 ____ *-'.---.-.'- . . ............. ...... ... .... 4o - Z Z C'4 0 +0- '0 ... ...... ...... . . . . . ..... . . ................ ... . ..... . ............. .. .... ......... ------ .... . .............. . . . ....... ..... 0 co — + j .0 > .......... ................. . . . . [ . ......... . .. ....... .... . ... . ... . ..... ... ...... ......... CALE: H S 1"=5 MENTS DESIGNER: JT/SIVI + _= ..................... .... . ...... . . ..... ...... + + --- ------ --- . . ........ . ......... .... ----------- .. ....... . . .... ........ .. ...... ..... .... 11 z .. ... . . ..... . ... . . ....... . ...... .... .... 8-31-07 ADDRESS ACSA COMMENTS ----------- . r* . ... . ........ .... . . . .... ........... . .. DRAFTSM N: i A AC REVISED PER COUNTY COMMENTS 10 + 11 + 12 + 13 + 14 + 10 + + 12 — ------ + 13 ------ + 14 + - - — ----- 15 + 7-31-07 4-18-07, FILE NO. SP-024F REVISED PER COUNTY COMMENTS DATE ACTION 1 SHEET 34 OF 53 1 G:\PROJECT\Briarwood\ENG\DWG\00-K2200.dwg, 1/12/2010 9:37:35 AM G:\PROJECT\Briarwood\ENG\DWG\00-K2200.dwg, 1/12/2010 9:37:31 AM I SANITARY LATERAL SCHEDULE BRIARWOOD LOT STATION INVERT CROWN LATERA1. L LAT. ELEV. NO. (di WIN ELEV. LENGTH END. ur+ �•u a C.7 40 FPFT fiF � 8" SAN. ®2.31 %; LOW END INV.= 459.25 32 33 0+10 0+37 459.48 460.10 460.76 461.38 - - 22 24 461.21 461.88 119 0+49 460.38 461,66 24 462.16 118 4 0+50 0+72 460.41 460.92 461.69 462.20 24 26 462.18 462.74 117 0+78 461.05 462.33 23 462.81 116 J+82 461:15 462.43 22 462.89 35 0+92 461.38 462.66 27 463.22 115 01+11 461.80 463.08 22 463.54 36 01+12 461.85 463.13 27 463.69 114 01+14 461.88 463.16 22 463.62 37 01+32 462.30 463.58 27 464.15 113 01+43 462.54 46.3.82 22 464.28 112 01+46 462.63 463.91 23 464.39 38 01+53 462.77 464.05 26 464.59 39 01+61 462.98 464.26 26 464.80 MH "S-4" TO MH "S-5" : 346.00 FEET OP U": AV.UWJ-U5Ao; - LVVV MAU 1114v 17 0+19 449.08 450:36 9 450.54 18 0+43 449.80 451.08 8 451.25 19 0+62 450.39 451.67 7 451.81 20 0+82 451.00 452.28 7 452.42 21 01+02 451.61 452.89 8 453.05 22 01+22 452.22 453.50 9 453.68 23 01+42 452.83 454.11 10 454.32 24 01+62 453.45 454.73 '12 454.98 '127 01+84 454.11 455.39 17 455.74 25 01+96 454.48 455.76 16 456.09 126 02+08 454.84 456.12 14 456.42 125 02+28 455.45 456.73 12 456.99 26 02+35 455.66 456.94 19 457.33 124 02+48 456.06 457.34 1'1 457.57 27 02+54 456.25 457.53 20 457.95 123 02+68 456.67 457.95 10 458.16 28 02+75 456.89 458.17 21 458.61 122 02+88 .457.28 458.56 10 458.76 29 02+95 457.49 458.77 22 459.22 121 03+08 457.89 459.17 10 459.37 30 03+14 458.08 459.36 22 459.82 120 03+28 458.50 459.78 10 459.99 31 03+35 1 458.71 1 459.99 22 460.44 M H "S-3" TO MH "S-4' 193.37 FEET OF .` 8" SAN. @ 7.11%; LOW END INV.= 434.56 9 0+21 436.05 437.33 10 437.54 10 0+44 437.69 438.97 10 439.18 11 0+64 439.09 440.37 '10 440.58 12 0+84 440.52 441.80 10 442.01 13 01+04 441.95 443.23 10 443.43 14 01+23 443.34 444.62 9 444.81 15 01+44 444.79 446.07 9 446.26 16 01+74 446.93 448.21 10 448.41 PAH "S-2" TO MH "S-3" 169.31 FEET OF i 8" SAN, @p8.03%; ; LOW END It,IV=420.76 2 0+40 423.96 425.24 11 425.45 3 0+60 425.55 426.83 11 427.05 4 0+80 427.16 428.44 11 428.65 5 01+00 428.77 430.05 11 430.27 6 01+20 430.40 431.68 11 431.90 7 01+40 431.98 433.26 11 433.48 8 01+60 433.57 434.85 11 435.07 bAH "S-1" TO MH "S-2" - 138.81 FEET OF 8" SAN. 02,25%; LOW END INV.= 414.42 1 0+98 416.63 417.91 6 418.02 IVlH "S-18" TO t'AH "S-19" 103.00 FEET OF : 8" SAN. @ 7.34%; LOW END INV.= 492.44 1 0+33 494.86 496.14 9 2 0+58 496.70 497.98 8 3 0+79 498.24 499.52 7 4 0+98 499.63 500.91 9 5 01+07 500.29 501.57 19 MH " -17" T(-i NA ",-1N""' 1F,758 FFFT OF .' 8" SAN. Oe 5.34%: i LOW END INV=48381 496.33 .� 498.14 499.66 • 5011.09 501.96 59 1 0+20 1 484.88 1 486.16 1 7 486.30 9 57 0+54 486.67 487.95 7 488.09 hA H "S-15" TO P•AH "S-16" r 133.04 FEET OF 8" SAN. 0010.57%; ; 1-01V END INV.= 465.06 - 8 0+23 467.49 468.77 4 1 468.85 9 1 0+75 473.01 474.29 5 474.39 PA H "S-14" TO MH "S-15" 1.39.16 FEET OF :8„ SAN. @ 10 32 f ; ; LOW EI 1D INV.= 450.60 5 0+12 451.70 452.98 5 453.08 6 0+61 456.83 458,11 4 458.19 7 01+15 462.41 463.69 3 46.3.7.5 3 MH ",-1 R" Tn MH ",-14" ` 125 38 FFFT OF '8" SAN. O 13.83%: LOW END ItdV = 432.96 3 0+38 1 438.27 439.6 4 1 439.64 4 0+90 445.43 446.71 5 446.81 PH "5-12" TO MH "5-13 : 182.76 FEET 4F i 8" SAN. a 5 70`Yo; ; LOW END INV.= 420.20 1 1 1 01+32 427.70 428.98 5 429.08 L--77 2 1 01+83 430.62 431.90 4 431.98 MH "S-11" TO MH "S-121 ; 55.92 FEET OF 8" SAN. @ 1.07%; LOW END INV.= 419.40 M H "S-10" TO MH "S-'1 1"' 130.65 FEET OF 8" SAN. @ 4.75%; - LOW END INV.= 413.00 MH "S-9" TO MH "S-10" 126.08 FEET OF 8" SAN. @ 7.02%; LOW END INV.= 405.75 MH "S-8" TO NIH "S-9" -168,55 FEET OF . 8" SAN. @ 0.98` 1 LOIN END INV.= 402.09 MH "S-7" TO MH "S-8" 131.44 FEET OF 8" SAN. @ 1 .57%; LOW END INV.= 399.83 M H "S-11 " TO MH "EX-2065" 181.56 FEET OF ' 8" SAN. @ '15.42%; ; LOW END INV.= 420.1fi * - EJECTOR PUMP REQUIRED NOTES: 1.) ALL LATERALS TO BE INSTALLED AT 1/4" PER FOOT UNLESS OTHERWISE NOTED. 2.) RISERS TO BEGIN A MINIMUM OF 3FROM INVERTAT MAIN. 1'01-1 11S-23" TO MH "S-24" 137.24 FEET OF 8" SAN. @ 1.57%; ' L01WEt',iD INV= 449.75 105 0+13 449.95 451.23 11 451.45 51 0+19 450.05 451.33 21 451.75 50 0+38 450.35 451.63 21 452.05 '106 0+44 450.44 451.72 11 451.94 49 0+58 450.66 451.94 21 452.37 107 0+64 450.75 452.03 11 452.26 48 0+78 450.97 452.25 21 452.69 108 0+84 451.07 452.35 11 452.58 47 0+98 451.29 452.57 21 453.00 109 01+04 451.38 452.66 11 452.88 46 01+18 451.60 452.88 21 453.31 110 01+24 451.70 452.98 11 453.20 45 01+38 451.92 453.20 21 45.3.62 MWS-22" TO MH 11S-231' 211.54 FEET OF 8" SAN. @ 0 .51%; LOW END INV.= 448.47 96 0+09 448.52 449.80 11 450.02 97 0+39 448.67 449.95 11 450.17 98 0+56 448.76 450.04 14 450.33 58 0+65 448.80 450.08 21 450.51 57 0+87 448.91 450.19 21 450.62 99 0+95 448.95 450.23 11 450.45 55 01+07 449.02 450.30 21 450.72 '100 01+15 449.05 450.33 11 450.55 55 01+27 449.12 450.40 21 450.82 101 01 +35 449.16 450.44 11 450.66 54 01+47 449.22 450.50 21 450.94 102 01+54 449.26 450.54 11 450.76. 103 01+74 449.36 450.64 11 450.86 53 01 +85 449.41 450.69 21 451.12 52 02+01 449.50 450.78 21 451.21 104 02+04 449.51 450.79 11 451.02 tvIH "S-21A" TO MH "S-22" 60.76 FEET OF 8" SAN. a 10.58%; LOW END INV.= 441.84 89 0+09 442.79 444.07 21 444.51 93 0+14 443.35 444.63 11 444.86 90 0+29 444.91 446.19 21 446.63 94 0+34 445.40 446.68 11 446.90 95 0+54 447.56 448.84 11 449.07 MH "S-21" TO tv1H 11S-21A" 47.04 FEET OF 8" SAN. tg 3.06%; _ LOIN END INV.= 440.20 92 0+41 441.45 •442.73 7 442.87 88 0+44 44-1.54 442.82 26 443.37 M H "S-20" TO N1 H "S-21 ° 93.62 FEET OF 8" SAN. @ 6.13%; LOW END INV.= 435.20 91 0+29 436.69 437 A7 9 438.16 MH "S-12" TO MH "S-20" 6.6.39 FEET OF '8" SAN. @ 16.57%; , LOW END INV.= 420.20 tvIH "S-26" TO Iv1 H "S-27" 308.00 FEET OF 8" SAN. @ 4.55%; LOW END INV.= 453.51 62 0+19 454.39 455.67 21 456.10 63 0+39 455.31 456.59 21 457.01 64 0+63 456.36 457.64 21 458.06 87 0+68 456.61 457.89 35 458.62 65 0+94 457.77 459.05 39 459.86 86 01+07 458.37 459.65 29 460.25 85 01+11 458.54 459.82 29 460.42 66 01+24 459.13 460.41 39 461.22 67 01+32 459.52 460.60 39 461.62 84 01+47 46021 461.49 29 462.09 83 01+51 460.37 461.65 29 462.25 68 01+67 461.12 462.40 39 463.21 82 01+87 462.02 463.30 35 464.03 69 01+95 462.38 463.66 39 464.47 70 02+06 462.89 464.17 39 464.99 81 02+16 463.34 464.62 29 465.22 71 02+48 464.81 466.09 39 466.90 72 02+53 465.02 466.30 39 467.11 80 02+56 465.16 466.44 29 467.04 79 02+60 465.34 466.62 29 467.22 73 02+89 466.66 467.94 39 468.75 74 02+93 466.84 468.12 39 468.93 78 02+96 466.98 468.26 29 468.86 77 03+03 467.30 468.58 29 469.18 75 03+12 467.71 468.99 39 469.80 76 03+12 467.71 468.99 40 469.82 M H "5-25" TO PA H "5-26" 66.99 FEET OF 8" SAN. @ 2.40%; LOW END INV.= 451.70 59 0+20 452.18 453.46 27 454.02 60 0+62 453.18 454.46 25 454.98 h-A H " S-26" 0.00 FEET .OF 8" SA[ -,I. @ 0 00%; LOW END IPdV .= 453.51 61 0+00 453.51 453.84 20 4.4.26 1,01-1 "S-22" TO tSAH "S-21' 61.76 FEET OF 8" .SAN. @ 4.91 %; LOW END INV.= 448.47 MH "S-29" TO MH "S-30" 87.80 FEET OF 8" SAN. @ 6.28'I; LOW END INV.= 493.09 13 0+28 494.82 496.10 7 496.24 56 0+46 495.99 497.27 57 4.98.46 55 0+57 496.66 497.94 57 499.13 14 0+75 497.83 499.11 8 499.27 54 0+92 498.86 500.14 64 501.47 t'A H 115-28" TO MH 11S-29" ' 78.30 FEET OF 8" SAN. @ 6.63%; LOW END INV.= 487.54 10 0+16 488.61 469.89 7 490.02 11 0+22 489.05 490.33 7 490.46 58 0+40 490.24 491.52 58 492.72 12 0+63 491.84 493.12 7 493.26 tvIH "5-16" TO PAH "S-28" . 102.70 FEET OF 8" SAN. @ 7.81%; LOW END INV,= 479.32 MH "SAG" TO MH "SA-l" 246.62 FEET OF 8" SAN. @ 0.53%; LOW END INV.= 473.66 30 0+08 473.70 474.98 8 475.15 31 0+18 473.75 475,03 8 475.20 39 0+85 474.11 475.39 49 476.41 38 0+95 474.16 475.44 49 476.46 32 01+08 474.23 475.51 8 475.68 33 01+18 474.29 475.57 8 475.73 37 01+41 474.41 475.69 49 476- 70 34 01+98 474.71 475.99 8 , 476.16 35 1 02+08 474.76 476.04 8 476.21 MH "S-39" TO N1H "SAG" ` 98.67 FEET OF 8" SAN. @ 0.96%; LOW END INV.= 472.51 28 0+1: 472.61 473.89 8 474.05 29 0+20 472.70 473.98 --f E8 474.14 tvIH "S-38A" TO tvIH "S-39" 273.33 FEET OF . 8" SAN. @ 3.95%; LOW END INV.= 462.54 66 01+11 466.93 468.21 8 468.37 26 01+62 468.93 470.21 8 470.36 45 01+85 469.86 471.14 52 472.21 44 01+95 470.25 471.53 52 472.61 27 1 02+06 470.67 471.95 8 472.11 00 00 No C c cl V O P Ln aa 00 0 V U7 obi a� o 00wLn a cn 0 c/) C� v � �A o t- CD t- aN,tio' .�Nv N 1 O b 2 u• U 0 �'d Q (� Zo 0 0�oLO m x V) ~ V) z w z w � 0 U o N U U z V) E- Op < f2 O Z > (n U ¢ W N z > Of o z � a,nz 0 U Q m O ¢ mcr- z o } 1- z Q V) z :2 a V) z -. o o O ao Q `p � o o N w m V LIJ 0 x c a a O¢< 0 0 a a a a aQ m O O O 0 00 0 I I I Lj I N T '01 O Q T I T N I K) T (0 I O o 00 - 0 z co F---t U) •� z a' E-+ � r� O z c W 1� h� ®a�° -� TH 6,0000 m ®U JOHN S. MA SIK Uc. No. 1 998 ENGINEERING GROUPIE PROJECT STATUS DATE. 04/12/06 SCALE: N/A 10-24-07 ADDRESS COUNTY AND ACSA COMMENTSSR DESIGNER: 8-31-07 ADDRESS ACSA COMMENTS DESESGNER: 7-31-07 REVISED PER COUNTY COMMENTS FILE DRAFTSMAN:O. LG 4-18-07 REVISED PER COUNTY COMMENTS SP-024F DATE ACTION SHEET 36 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K3401.dwg, 1/12/2010 9:48:03 AM PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. .° 44 d. . SET DOGHOUSE BASE <'d a EXISTING SANITARY ON CONCRETE BLOCKS <. SEWER PIPE a MIN. 12" CLEARANCE DOGHOUSE OPENING SHALL d ` - °a, BE PERFORMED BY d BETWEEN EXISTING PIPE MANUFACTURER OR <'� AND STONE BEDDING SAW CUT TO FIT PIPE a OUTSIDE DIAMETER d ° PLUS 6". .° 12" THICK VDOT No. 68 STONE BEDDING 8"x8"x16" AND 4"x8%16" SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) FILL DOGHOUSE OPENING MANHOLE ABOVE BASE SHALL EXISTING PIPE BE CONSTRUCTED AS SHOWN /AROUND WITH 3,000 PSI CONCRETE ON FIGURE S-1—A OR NON —SHRINKING GROUT. ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. NEOPRENE GASKET MATERIAL 1'—O" BEYOND BASE ' BEFORE FILLING THE OPENING OF STRUCTURE °•. NEOPRENE SECURED BY 2 NON— CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST —IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION NTS FIG. S-1-Al ADDED FEB. 16, 2006 TD-1 A 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 AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM 2' MIN DIAMETER OF 4", 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 72x FINISHED GROUND MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45°0' 0" IN LINE WYE-TEE PLAN VARIES t SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-6 i /-A � 1 12" 1 1 • pl• • p.l•p FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND I— w I— O 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" : 1' MIN 2" NOTE: BRANCH ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-2 FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2 -0 "WEDGE LOOK" TYPE RUBBER COATED o STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3'-0" MIN THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) °. 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. • 5 4 12"MIN ° 12"MIN MINIMUM ELEVATION DIFFERENCE VARIE ACROSS M.H. FROM INLET TO o OUTLET SHALL BE 0.20 FEET D° D " A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN a , o D INLET & OULET PIPE SHALL BE 0 ° ° PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE (4) 1" (25mm) DIA HOLES ON 32 BOLT 3/4" (834mm) DIA CIRCLE. ®0 O East. Jordan Iron Works 00104316 z a: O r ® 0 M 11 . Ju NOTES: 1 • BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH, DROP CONNECTION 'c� - m) LETTERS ED FLUSH) I CLOSED ;KHOLES 1 1 /2" [38mm] (2) CORED PICKBARS -1m) DIA BOSS NTS FIG. S-I-C FD-3 27 1 /2" DIA 1 1 /2" DIA [699mm] [38mm] 26 1 /4" DIA 7" DIA [667mm] „ [178mm] 26 DIA 1 1/2" DIA + A [660mm] [38mm] 1 /4" (6mm) DIA 3 1 /8" DIA 23 7/8" DIA NEOPRENE GASKET [79mm] [606mm] 28 7/16" DIA 5/8" DIA [722mm] [16mm] 23" DIA [ 584m m ] 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION 0 36" MIN. EMB SPRIT 0 NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION —INITIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (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 " - (1 ,)mow AAINI T� iiw�irc�r TYPICAL SEWER PIPE NSTALLATION IN TRENCH NTS FIG. S- 3 TD-7 ROADWAY PAVEMENT COATED STEEL BAND OR STAINLESS I STEEL CASING INSULATORS AS 36" MIN. MANUFACTURED BY ADVANCE PRODUCT I a CRETE FILL i ENDS DUCTILE IRON PIPE 18' OR 20' JOINT OF D.I. (PUSH ON JOINT`S) NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAIN BE SEALED USING MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT `.SYSTEMS, INC., IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHAILL BE PLACED AT THE CENTERPOINT OF PIPE. SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. S-5 00 00 Ln N o u P-1 n Ln O 0 U v CD 00 CD cd R+ a V cn o, N O T W uV)NO U CD' 'b o0 cj, • U 0 b O o 3Ji o � 00 0 cq I- x V � z z w w 7 � 0 O O (n U � Q � z 0 _o Z V) U W (n ``' > I- a :2> � M w o w o o< v) � o a ¢ w " o z <ft� :2< D z ZD�0Z"t O o o o uio Q L 0 V)ww>QV)0 o to to to Li w w w w cr 6- w L��f o0 -> o o o Z) 0 0 � a Q Q Q< Q Q 0 0 0 00 p 0 r2 N_ m p f— O p i II h I I I I I - CW t� tCj N r� cD O - O O - 0 z co A � Z H 0 z� �pq W n� W TH oil; JOHN S. 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W d �� t I 10 �+ 11 +';� 12 � r +� � �13T 10 + �11 + � �12 + 13 �+14 � r r ui oQ I + ill -,t_ ' mm T b � I - u 'l Tzt J l �► t t o" �� 2 A "It ra a + t �. • N O • r C/L CURVE DATA RADIUS = 50' LENGTH = 66.79' DELTA = 76'31'52" TANGENT = 39.44' CHORD = 61.93' CH. BEARING = N 429'49" E W/L PROFILE CONTINUATION - FROM SHEET 38 OF SITE PLAN - 2.5' MIN. Ir .5' MI PIPE1. SEE m I v' r, 4 co4 ._.. __ _IL- 0 z -I• m 11 + -t— GRAPHIC SCAM 50. 0 25 50 100 ( IN ;ter ) 1 inch = 60 ft. ALL -* *- CONTROLLED-F LL-T- -BE— COMPA�TED. T_ 95%MAXIMUM DENSI ®OPIMUM- M YlSTURE -PL-AC ------ D-IN—i -i-CONTE T AND--IS-TO--B i ACCOR ANCE WTH VD0T ROAD AND i BRIDGE1 SPECIF CATION SECTIO 303 Coo 00 O CV O N O V � P' Ln Q 0 0 oo LO CD b O 00Ln I_ x P-( 0-0 0 cn 1-4 f� U qj I ry� nV J' ON Ot rTl F+� � N V cV m(D 1 u V� F t ! �c u bA to V Cp 0 0 O �0 Ln CDM� c-� H W W O U v) U 0 V z O Z 00 V? U W V) I O Q V W Q O Q O U !Y m < > z z ¢ 00 > Z } E- cr� Ld O U O U¢ U 00 N 0 U O U O O O rn !n vi (n cn (n N > W T ¢Lli ° W W In > 0 ¢ 0 ¢ 0 ¢ 7D Q 0 ¢ E' o a- O a fy_ 00 w O O I O O Q O Q d ,� _N a rn oo F- I j j) j I I O I0 0 Ip - TTI z 101 E-+ O U c A O Q a Q' H H E- O a z O W cno z w I a � � � a O x H E-4 a V ) 8 9 (�4140 ® d �1 0 9 9 ®o .... ........ _.... .............�, ®U JOHN S.MAT SI � r� -- - - Lic. No 1 98AV �- 1pq .............. ................ .... ...._............ ........., ENGINEERING GROUPE PROJECT STATUS DATE:. 4-18-07 SCALE: H: 1"=59' n 10-24- 7 ADDRESS COUNTY AND A CSA V: 1 = 0 COMMENTS 8-31-07 ADDRESS ACSA COMMENTS DESIGNER: SM JT 7-31-07 REVISED PER COUNTY COMMENTS DRAFTSMAN: FK MTR 4-18-07 REVISED PER COUNTY COMMENTS FILE NO. SP-024F DATE ACTION SHEET 43 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K1600.dwg, 1/12/2010 2:08:42 PM G:\PROJECT\Briarwood\ENG\DWG\00-K1600.dwg, 1/12/2010 9:12:17 AM G:\PRO]ECT\Briarwood\ENG\DWG\00-K1600.dwg, 1/12/2010 2:08:25 PM NOTE: RIGHT -TURN PAVEMENT MARKING IS NOT PROPOSED TO BE INSTALLED UNTIL THE BRIARWOOD RETAINING CONNECTION IS CONSTRUCTED AND TRAFFIC WALL WILL BEGIN TO USE THE. ENTRANCE. MILL & OVERLAY ADJACENT SOUTHBOUND LANE ON RT. 29 AS SHOWN WITH GR-2 GUARDRAIL ............ ... . . . . .... TO BE ERADICATED -9.5 TOP COAT ....... ....... SHOULDER MARKINGS piESSHOULDER) F EDGECONNECTION IS CONSTRUCTED AND TRAFFIC j� N1 1/2" SM. . ....... .....IFEDGE 0 1- - I......... . ... WILL BEGIN TO USE THE ENTRANCE. AND REMOVED PER VDOTOF SHOULDER) E ... ..... .............. ........ .. . ..... E . ....... ...... ...... ....... SPECIFICATIONS .. ........ .......... 4" WHITE SINGLE DASHED .... ...... ........ ... ... ...... .... ........ ....... .............. .... 4" SINGLE SOLI[ -30' LINE (TYP) SKIP @ 10' E .. . ......... E ... .. . ...... .. ... ... WHITE LINE '% . ................. .............................. E . .. . .. . ........ ..... ..... . ... ......... . . ....... .. ......... .. VDOT STD, ES . Al� .. ...... ... ...... . ........ ................ .............. .......... . . .............. .. .......... .... .............. .... I E - GR-9 GUARDRAIL END SECTION ..... E ........ . .... ...... ......... ....... .......... E .. . .......... .... ..... ... ... .. ... . ... ............. ........................ ....... .......... ................ ...... ..... ......... .. ......... . . . .............. RKINGS . .......... . ... ... EXISTING LANE MA .................................................. .................... ............. ..................... ................................... ................ ............. ....................... ............... V.t ti RELOCATE/OFFSET GUARDRAIL 2 TO EXTEND AWAY.FROWEMUINQ .......... ....... .5 ............ I ..................... .. ........ .......... ............... ................... TRAFFIC SIGNAL POLE. EXIST TIE-IN GUARDRAIL TO 'All RTE. 29 EXISTING GUARDRAIL ON US 29 NORTHBOUND VDOT STD, GR-2 all TURNLANE 8 l'- 2" NORTHBOUND LANE EX. EP GUARDRAI 2" SM-9.5 L EXISTING E/P B/L NORTHBOUNDLANE 00: GUARDRAIL . .... ..................................................... .... . ....................... ..... ... .... ....... ............................. ..... ... .......... ......................... .. 4� E/P 6" BIM-25 EXIST 2" SM-9,5 TURNLANE RTE. 292. . . . . . . . . . . . . . . ....... ........... ... ...... . ............... r.% .............. . ........ �. - .............r. ............................................... 2'- 4 1 ": 1OR 5% MAXIMUM 2.0% ............... '_!!�� ........... .......... . .......... ....... . . YIE 20 0 20 40 FEET m 1 1 mmmmm� > SCALE: 1"=20' Lu . . . . . .................. 0- ce V)V........................ : ........................ ..... I .................. .......... LL ................... ..................... w 6" BM-25 6" BM-25 10' SHOULDER PAVED 2' GRAVEL 6' GRASS SLOPE — 2" SM-9.5 ............ ........... ........ .... . ... . ........ .. oll 12' RIGHT TURN LANE VDOT STD. 6" 21-8 OR VAR. WIDTH LANE EXTENSION 6. 0' MA. ll,- 12' 21-8 2" SM-9.5 UD-4 UNDERDRAIN 130 LEFT TURN LAN- 6" 21-8 8" 21 -13 6" RIGHT TURN LANE & LANE EXTENSION 8' PAVED SHOULDER 2' GRAVEL SHOULDER PAVED SHOULDER VDOT STD. LEFT TURN -LANE 6 GRAVEL 21-6, 6" U&I-25 6" GRAVEL 21-13 - 8" GRAVEL 21-8, 6" BM-25 6 GRAVEL 21--B AND uu-4 6 GRAVEL 21-B, 6_"E�M-25 UDDER AI & 2 SM-9.5 FOP COAT ............ & 2 Sh4- 9. 5 TOP COAT T & 2" SM-9.5 TOP COAT ......... ....... 2 SM - 9.5 TOP COAT & 2" SM-9,5 TOP COAT .......... LEFTTURNLANE CROSS SECTIJON RIGHT TURNLANE - CROSS SECTION 611eer 4.4 (l. le 53 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. 10'0,± WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM * SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER LINES. UTILITIES CROSSING A WATER .OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS N TS FIG. W-1 TD-12 4' MINIMUM �i11u�1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL IW�I�\_ C � •L'1�1_�� BEDDING B STONE * 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 UNDER -CUT CONDITION UNSTABL SOIL J I AL3LL JUIL UK KUk. r\ INITIAL BACKFILL JON E • 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 8c BEDDING KENNEDY GUARDIAN (K-81A) MUELLER CENTURION (A-423) OR APPROVED EQUAL 6' MIN (270') 7 CU. FT. GRAVEL - N TS FIG. W-2 TD-13 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 2' TO 10' 18" /--VALVE BOX a 36"MIN ' ' �' 6" GATE °' o VALVE 8" X 6" TEE .p 2500 P.S.I. CONCRETE ` 'o. ------ Side View .° BASE AND THRUST ' i �'°�' °°' - - - - - - BLOCK AGAINST - - - - UNDISTURBED STABLE - - - - - 3' Minimum SOIL. STEEL PILE 3/4" THREADED RODS TO - - - - 4 WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. 4 A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED a THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED - - THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE Certificationof 95� SHALL BE USED AS ADDITIONAL SUPPORT -4 required IQ 4 NOTE Galvanized Steel Beam, II Q W12 x 14 (min. size) 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. N4 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) p 45° 3' min. penetration into undisturbed 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. soil or as approved by the a 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. Service Authority. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP III=I�� II=III III=III HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE „III -III -III III -III, PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL THRUST BLOCK IN FILL AREA N TS FIG. W3- B TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 G FOR ALL BENDS 45' min = D tk 45' min T SECTION 1-1 45' max 2 L 45' o I max PLUG I l I J 2if 01 I I 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO • ACCOMMODATE ANCHOR IF wa REQUIRED. 45." min BEDDING AS REQUIRED I P SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0,10 90 3.66 3.16 3.21 0,48 8 45 2.66 2.66 2.77 0.26 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 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 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE 8c SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NITS FIG. W-3 2500 P.S.I. CONCRETE THRUST BLOCK TD-14 PLACE 5' GALV. " WITNESS POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE LINE a 2'x 2' BEARING AREA. .4 Q 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-16 TD-17 TD-18 FOR BENDS 8" •& SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING STRAPS FOR BENDS 10" THROUGH 12"*TE ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS, FOR 18" BEND USE 3 STRAPS AS SHOWN. Q 4 BARS ©12" ON CEN FOR 12 BENDS & LARGER B T CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 4" - 6" V-9" 2--3-12'-6" V-2" 2'-0" 1 1/4" 8" 2'-3 3'-0' 2'-6" V-6 2'-6" 1 1/4" 11 1/4' 10" 2'-9" 3'-9" 2'-6" 2'-0" S-0" 2" 12" S-0' 4'-3" 3'-0" 2'-3" S-6" 2" 18" 3'-6" 5'-6" V-3" 3'-0" 4'-6-12 1/2" 4" - 6" 2'-6" 3'-0" 2'-6" V-6" 2'-8" 1 1/4" 8" V-O" 4,-3" 2'-6" 2'-6" S-3" 2" 22 1/2' 10" S-3" 5'-0' 3'-0" 2'-9" S-9" 2" 12" S-9" 6'-3 S-O" 3'-6" 4'-3" 2" 18" 5'-0' 7'-6' 3'-3" 4'-0" 5'-8" 2 1/2" 4" - 6" 3'-0" 6'-0' 3'-0" V-3" V-3" 2 1/4" 8" 3'-6" 6'-6' S-O" 3'-8" 3'-9-12 1/4" 45'18" L6'-6" 10" 4'-6" 7'-6" S-O" 4'-3" 5'-0" 2 1/4' 12" 5'-3 9'-0' 3'-3" 5'-0 5'-9" 2 1/2' 11-0 3'-9" 6'-0 7'-3" 2 1/2" CHART FOR UPPER VERTICAL BLOCKING WIDTH = DIM. "F" THICKNESS OF FILLET WELD STRAP = 1/4" STANDARD HEX NUT 1 4" THICK LATE WASHER 3" THREAD 1" NOMINAL INSIDE 3/4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE #4 BARS @ 12" PIPE BELL ON CENTER FOR 12" BENDS & CONCRETE CLASS "B" 12 LARGER SECTION NOTE: STANDARD 90° HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" TYPE "K" SOFT COPPER SINGLE SERVICE NIOTE: 1:) SADDLES SHALL BE USED ON PVC PIPE. 1/4 BEND COUPLING (IF REQUIRED) MUELLER NO. H-15069 (1") LOCKWING NO. H-15068 (1 1/2", 2") FORD N0. L02-44 BALL VALVE \ (1") (INLET & NO. L02-66 1 1/2") OUTLET NO. L02-77 (2") 36" MIN. OR APPROVED EQUAL i N.T.S. FIG. W-3A TD-15 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY I RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. )MPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL =0R USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION v1ETER IS NOT PROVIDED. R CAST IRON LID FINISHED GRADE 10"-15" ITk BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS I. fill- _ COPPERSETTER (PLACED ON STONE) II McDONALD 20-209 WWDD 33 II OR APPROVED EQUAL METER 4" STONE BRICK AS BEDDING NECESSARY CORPORATION STOP (1", 1 1/2", 2") MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION N TS FIG. W-6 00 00 O N �wm o U P-i Ln poK � 00 O U (U 0 o�d� 00 ;� o t-n o o C/� a? � cn O V N W U C/) N O OQ � 'u Ln 'd 00 a,. O O o 00 m L-n O x ~ Z W Z W 12 U 00 (n z Cn I ¢ O wo > 0 Q w (n > w O Q o � U Q V)� 00 0 U m c1m: >-- I- Z W :2Q 0 � I F� 4- Q Z =) :2In (n Z d- � O D 0 a 0 0 ¢ Uj Cn v> In > ¢ cn In (n W � W � W Of W W W O O O O O O a O Q cc Q Q Q Q Q 0 CO 0 000 0� a, r I�2 N_ 0 rn 0 I- I - j Cy j� n j L I N - I tM O I t0 0 I O •- p O Z Z+ A EE-+ a Z E-+ Z H ^ � U F--� ' E 4 z W V 1 W V 1 ®0oo, 00, 00 0 JOHN S. MATU K Lic. No. 199 8 TD-19 j;Z /O ®�0®®® 000 ENGINEERING GROUPIE PROJECT STATUS DATE: 4-18-07 SCALE: N/A 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JBG 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-18-07 REVISED PER COUNTY COMMENTS SP-024F DATE ACTION SHEET 45 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-KO503.dwg, 1/12/2010 9:00:44 AM COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID �L rL/ r_J) 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015—B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"—l" METERS) AIR RELEASE VALVE, APCO MODEL NO. 143C (1"), NO. 200A 1" , NO. 145 (2"), NO. 200C �2"3 OR APPROVED EQUAL BRASS OR BRONZE PIPE --�. DRAIN TO GRADE IF POSSIBLE—, BRICK SUPPORTS OR SOLID CEMENT BLOCKS NTS FIG. W-7 TD-20 "--TYPE "K" SOFT COPPER CORPORATION STOP, MUELLER NO. H 15000 OR APPROVED EQUAL NISHIED GRADE BRONZE GATE VALVE CRUSHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-27 C METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2" 3'1" 5'0" 3'8" 2" 311" 5'0" 3'8" 3" 5' MIN. 10' MIN. ' MIN. 4" 5' MIN. 12' MIN. 6' MIN. GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. r------------------) i i I I I 1 L— — — — — — — — — — — — — — — — TYPICAL METER VAULT N.T.S. FIG. W-7A TD-21 0 n 2 SIDE VIEW .75" DIAMETER DRILLED iOLE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24" X 36" ALUMINUM ACCESS HATCH 36" MIN. 0.25" MIN. THICKNESS STEEL CASING SIZE BRANCF' VALVE THE WATER MAIN WATER \/ARIR� 1"JV VYILVL TO TEE ON-LINE (TYPE "B") M.J. PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE _ or b BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE OX.11 NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF 4 = GRADE ALLOWS VARIES VARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW —OFF ASSEMBLY NTS FIG. W-8 [D-26 ROADWAY C PAVEMENT COATED STEEL BAND OR STAINLESS STEEL CASING INSULATORS AS 36" MIN. MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., MODEL SS1, S1; OR BY CASCADE MODEL #CCS-905, OR 12" CONCRETE FILL APPROVED EQUAL. ` BOTH ENDS 17 OR 8 I 7 OR 8 (2 —0 DUCTILE IRON PIPE 18' OR 20' JOINT OF D.I. (PUSH ON JOINTS) NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL —ON END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S FIG. W-10 Y VALVE 18" MIN UNDISTURBED EART ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED SOIL (TYP) r-WATER MAIN PLAN -CLASS A-3 CONCRETE EGA -LUG ELEVATION SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C Added Feb. 16, 06 TD-31 ANCHOR EXTENDS INTO SIM OF BITCH DITCH M _ t kffN. "t 7T. Y ES 01. PiPE ' 2500 PSI CONCRETE ' PLAN I NG SPACING III, P1 GRADE SPACING 2.0% TO 35X NOT OVER 36' 36x To 50* NOT OVER 2* 5OZ OR GREAlEIR, NOT OVER 16' TYPICAL ANCHOR DETAIL FOR EWERS ON GRADES 20% ANC GREATER N T. s m, S_4 ANCHOR NO, 1 AT FIRST JONT ABOVE tiMht#-iOLE. oT F Nz 1'..l T 00 c" �t- Lq 0 N o !4?P,>� Oo -."j Js 000 c O �C° � I-n �o o7jI o 00wLn ca px-, 0 O . o 4-4 i C o [� N N p i cq N o U 6 t'- I� v v Ln �.00 o U ° 'mod O 0 o o �� 00 �i °O CDCn 4 �, ~' z z w w 0 U O U U z z �2 ~o � 0 w a w to m > > w o � 0 Q � o Q U o Q � <z ~ w <(f) Qf z z Z Ov U Q o5 W 0 U U wW Ww��. = W V) W L � � af (If 0 > 0 0 0= 00 0 0 � ¢ ¢ Q Q Q ¢ d O O 0 O 0 O O I O r d �. N O m _ O p I I I I I N N O Q 0 TTIZ Co E- i� w Z a ^ V1 0 A Z9) R W Z O� z U ~ �--� 4 E4 I Z V1 W n� W ®00 OF 0000 ®® 40- goo® ®o JOHN S. MA SIK v Lic. No. yc- 998 ® is ®� ,9, ®��00,®`SrOTTAL ram'®® ENGINEERING GROUPIE PROJECT STATUS DATE: 4-18-07 SCALE: N/A 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT 8-31-07 ADDRESS ACSA COMMENTS DRAFTSMAN: JBG 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-18-07 REVISED PER COUNTY COMMENTS SP-024F DATE ACTION SHEET 46 OF 53 G: \PRO] ECT\Briarwood\ENG\DWG\00-KO504.dwg, 1/12/2010 9:01:08 AM "rr N�_"_ - / �r -.. _ - "" - % -\ 1 r t' ; t // _ f -1-1 � , I 11 r ` ..," ''_ / Y' _ /'%-/ - I , ,, --- -,.! 1- :/ `\\ `t : rII rIr ' fI rIl /II 1I i I 1 1 rJJ• 1 r rII Ir, � �• r tI - -J,r -- ___ _ ,r ,\ I J I J I I 1 + I I 1 l J I ,/{ it �! % r' "l."'/ - r !'_ _ - -` _ - - / - - \, "\ \\\ `\ i " 1/ _ -•-r , I i ; it I f ? it ,' •• r, ''` `/'.-` ` r""- `."•"`'�" ,.. / - _ ``, Ii �I" rI 1 f 1 I I i 1 i / ✓ II I , I'� / _ ,_„ ,,. ,, ''� - -. _....°,. _ - t -� - r� S 1 I ! t I I I r I t t I t ••\ t "' r' /. I• ~\ \\ \ 'i • 1_r 1 r, 1 I ! I t t 1 ! 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Type Coverage C-Value; Area (sf) Area (AC) ... C*A Grass 0.40 ' 2510.00 .. 0.06 ` 0.02 . .. ... - Impervious 0.90 7805.00 ... 0.18 . 0.16 ' Totals 0.24 0.18 . .. . .. . . Weighted C-Value = . 0.78 __ - m_ DA ;5A C-Value Post -Development - .. . . ,. _. ', .... .. ... ..... Type Coverage -C-Value: Area (sf) ; Area (AC) ! .... C*A Grass 0.40 22237.28 , 0.51 " 0.20 . . - _. Impervious , 0.90 ' 20225.00 0.46 0.42 . Totals ; 0.97 ! 0.62 . . _ ...., Weighted C Value = ,. 0.64 -DA #7 1C-Value: 'Post -Development ... .... _ .... Type Coverage -.. ._ , - 'C-Value. Area (sf) Area (AC) C*A Impervious I 0.90 ' 9112.75 0.21 ` 0.19 . Totals • 0.21 0.19 ., .. .;,...-,....1.1 ....... .. , Weighted C-Value 0.90 DA #9 C-Value Post -Development , . ... ... Type Coverage .C-Value, Areas . Area (AC) C*A Grass ` 0.40 1110.00 0.03 :. 0.01 . Impervious , . . 1 0.90 12593.98 0.29 . . 0.26 . Totals 0.31 0.27 Weighted C-Value = ; 0.86 �- ;DA1.#101. - C-Value Post -Development 1. .: ,,..... Type Coverage _,,,_. ". C-Value: Area (so Area (AC) ....., _, C*A Grass . .. 0.40 12158.79 ' 0.28 : ,:_. -'.. 0,11 _....... Impervious , 0.90 18359 35 0.42 . 0.38 Totals 0.70 0.49 . Weighted C Value , ,. ; 0.70 ' GRAPHIC SCALE 50 100 ( IN FEET ) . 1 inch = 50 ft. DA #11A , m -,,__,.-.-.,_.,.__.,-.,.-.,,_n, GValue: Post -Development .._ .. Type Coverage ..... . .. ... . :C-Value; Area sf , Area AC C*A ; Grass , -. . ; 0.40 5945.00 ' 0.14 0.05 -. Impervious ` 0.90 18574.92 ; 0.43 , 0.38 _ , ., .-_. . ... Totals 0_56 ;.... .. i. . ,.I 0.44 .... . ... .... ... Weighted CVal ue = . 0.78 °DA #11:8 ;C-Value: Post -Development _ . .. . ... , .. Type Coverage C-Value; Area (so Area (AC) C*A Grass 0 40 2382.05 `. 0.05 0.02 .. :... , . - Impervious -0.90 I.3137.00 0.07 .... ...., . 0.06 Totals 0.13 _... ,. . .. -.. ... .... 0.09 . .. Weighted C-Value = ., . 0.68 DA #14 C-Value Post -Development Type Coverage C-Value• Area (so Area (AC) C*A Grass 0.40 2734.68 0.06 0.03- . 0.90 ' 3930.00 ; 0.09 0.08 .. Totals 0.15 0.11 . Weighted C-Value = 0.69 DA #13 C-Value1. Post-0evelopment . Type Coverage C--Value; Area (so Area (AC) C*A Grass . 0.40 2300.00 0.05 0.02 Impervious 0.90 4334.18 0.10 0.09 Totals 0.15 . 0.11 Weighted C-Value = 0.73 DA#13A C-Value _Post -Development . Type Coverage C-Value Area (so Area (AC) C*A Grass 0.40 2729.00 0.06 0.03 Impervious 0.90 12800.14 0.29 ! 0.26 Totals 0.36 0.29 Weighted C-Value = 0.81 DA #15 C-Value; Post -Development Type Coverage C-Value Area (so Area (AC) C*A Grass 0.40I. 2158.34 0.05 0.02 Impervious 0.90 1431.00 0.03 0.03 Totals 0.08 0.05 Weighted C-Value = ` 0.60 DA #19 C-Value Post -Development Type Coverage C-Value Area (sf)I Area (AC) C*A Grass 0.40 6559.59 0.15 0.06 Impervious 0.90 7485.81 0.17 0.15 Totals 0.32 0.21 Weighted C-Value = 0.67 _..-,-.. __--,-�-,_--�,_ ;DA #21 C-Value T_,T,-.__ Post -Development Type Coverage -C-Value: Area (so . 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I I ;_ <�, , T I, I I . �, __ 11 ,,-- � �, - � \ , ) -- - - : 0.69 0.39 ,-/�, � � ; Totals 'l - / ��___ - . \ � I \ _k` - - �, � . 11 I I �. I .. L . . .. .1 11- ... � , - \ ,_..� __/ 10 I` r 11 � - I __�,_ __ 419 \ I I , �,__ � co __ -, I \ . Weighted C-Value = : 0.56 . \'\, - j ". _,� I \ - J0_ I 7 ____�� \ \ .111�1) I �%, , I 1\ I., I , -'- � 1�1 ._/ j " '�, . --, I I �_ _____ - 1� � 1v , I �, "I � - 11 t 11 _-, 1 11 , "m ,,-- . , f_.___....______._ I � - -, \ �. " \---- . - I 1-- -I-- , i ! i+ -.1 . �' �_ _.� ___ - " , , _�� , '411c/x� � '1/ -\/-, '. � __ . ,_ �_ - I A . _.__04,�4. __ ... w ----- -------- I ------- , \ � �./ r - 1, IST � , Y lr� 1. \, I I il I? I 1) � F I t),-_ . %1 - DA #119A C-Value Post -Development \1. , I J � \ . . . . I I , ,., 1, E � K � , , - - ; 11 �J)_ " � ; --- __ ,V/'t. 1\ -�, ��, , Il", N 'k ,_� __ \ � .� .- I/ I I �, I f, 9� 'y' 1- - --- \ I \1 . , - ___� - , % �- � . � - \< � � . - I ___11__� � i I I \ = ; Wr . �' I __ . 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I 11� / i - 14">- ,--I I �', , "I wdl��,_� � , , ` I __'�A _� �, \1, - �, ____ __ - X\ _\ - -/- , '_1' / , -<z � - I " I j I I , __ 1\ -/11 -�� I � , \ 1 ( -, �,__ - �\ I �� - -, \ �, , / //// / � // 1'�' , . - - ' I A In MATCHLINE SEE SHEET "r.7 . I DA �35 , - I I .." I . . � It -Value" . I., .. I - '' _ . I ; Post-Developm ent � I I � . .. . 1. . I a ;, DA #1 03 �_ __ "..."_ ..'' 1 ..�,�"."�.i.....��v...�l,�.,.� � 111. - __ _-, ----I--- ; t . ;C- a ue; . :Post -Development . , I- , '.....",... ..., .....'..1 ; � � : � . ;DA#106 ..."'. .. �... . - - � ' 64ak �PostDevelopment le' : �. - . I.., I 1. 11.1 . .1.1. I � I ... I . I ' ! ! bA �10'8' ' ' � .."'. � - � - . � '... ___. . � I I . " '' ' '' ot-Value.. � .. _ . 1. � � . . " ' " 11. .. I Post -Development . ' ' ..-.,. .. 1. .. . 11 .. 11 - I � I � ... . I . DA #10913 . . � I . - ,C-Value, I . � .1-1 1. Post -Development � I I I � I I I 1. - IDA #121 . - _-____ . C-Value . I I - Post -Development . I - 1 . " 1. . 11 I Type Coverage I . .. I.. ...''11.1 - I . . . iC-Value;* Area (so I .1 I I I I � Area (AC) . , 1.11 C*A � I . : I . '- I" I - I—- : Type Coverage w 1, : .�_ � _�. ". _-, - - : � �C-Value� Armea,(_s�:' , Ar'e*a(AC) " i, � �.. C*A � . I � . I . I .�_ I ... I I . .1 11 . . .1 .. I � � I Type Coverage C-Value Area (s�' Area (AC) .1.1 . I 1. - "I . ' C*A % %11 . I—- 11 I I j Type Coverage � ,.% 1. . I I .... .1- 1. I 1- ''.. .. I . .1 ., �. S . :C-Value; Area (so. Area (AC) � I I __ I _ - r__ .1 ..., - . � � C*A I . . . � � Type Coverage . . � C-Value: 1. I I.. . . . Area (sf) . . ,kea (AC) � .. . . C*A Type Coverage C-Value jArea (so Area (AC) C*A ' . - � Grass � . : I - i 0.08 . s : i . � I : i . 0.40 � 2459.37 1 0.06 : � 0.02 �. . � Grass I r . " 0.40 728.40 I � . . 0.01 � . Grass -, I—. � I � . � 1 0.40 1 ' 385.70 ' ' ' I 0.01 I I!, ' ' 0.00 Grass . . . : 0.40 . . I . 12685.10 . I 0.29 . . I . 0.12 . Grass � 0. 40 2817.50 0.06 0.03 . . 0.40 � 9134.50 ' 0,21 . .1 I .. -11.1. -.1. I . . r Impervious I .1 - .. I I 1 I I-, I � 0.90 " 1780.80 I �, .I I . 0.04 � . . . I I . � 0.04 : ... _ ,. ....G.r..a.ss, ..", � 1. ; : -1, . � Imper\Aous . i .11�-...."�.,�.�,.�,-.,-�..,.....�,..�..,."�..,.,,,,,�.. ; : e I . � 0.90 �� 10795.73 � 0.25 A � . , , 0.22 � I ... .. . I., .1 i Impervious I 10,02 � I . I � . I I I . I 0.90 , 4888.60 . 0.11 I . I . I : 0.10 q I i Impervious : � � bb I I a : I 840.40 0.02 ; I 0.02 1. ImpeNous . 0.90 12679.80 0.29 .. 1 0.26 ImpeNous 0.90 2411.80 0.06 0.05 0 1 . o � c . Totals - 0.25 ---------I 1 0.12 I : 1 I j . � � 1 � Totals � 0.30 . � � � . 0.25 � : ; : Totals : 0.13 . 0.11 I I � � .- ...- . - 1 - I r . I . . I.." - I I—. - . 0.03 I I...''. � ..- � 0.02 I I I I. . I . I Totals 0.58 . . . 0.38 Totals 0.12 0.08 tI � 11-1 - -- I I I __ � . , __ - .. , , .- I.. . 1. . -, - __ � F . Weighted C-ValUe = 7 ... A, '. I - .� 0.48 � . I . � .'' � - , " � : ,...�.,�..�.�.�.,.'"',,.,.�'.11,�-1-�.I.I.�.... __ _____ _ "' "' - I , __ - I...". -.1__11.1 I. 11 � I I . Weighted C-Value = " , ; _ .I..". ".. I � - �. I. - � ,.". � ,11. -1-1. I—- . 0. 81 . I.- �.� 1. 1. - . . . � . ; � � . - . .. r . I—, . . . .. 1. I I .1 . . I I - . i Weighted C-Value = . I.. . - . 1. 1 . - - 1. I 0.84 11111- : ; .., 1.1 , '. 1. .. - I � . . : � 11 -11 , . I 111. Weighted C-ValUe = I.. � ... � I-— I.... .. .. I - 1. I—- . 0.74 11 I I � I I I . �. . . Weighted C-Value = . . . . . 0.65 Weighted C-Value = . 0.63 - - 1.11 _.1_____, , ___ 11.1.1 I'll-, �. � � I— - .1, 111. - I - -1-1.1111 I. I 11 I . 1.11 --- ' . : I---- :DA#107 ; . ;..-... - 1 .. - I , . ---,-- I DA #1 08A I . 1. . . � I ;C-Value:, � . I I . � Post-13evelopment . � . . 11 � A." I ...1.1 . 1. 11.1 i 'DA #119 ; I . 11: i , , : I . ...- .. 7 C-Val ue , � . 1. . I 1. .1 I . 1- .1.. 11.1 _ 'Post � I 1. . . . ' " - -Development .1 .. . . � - . DA #1 21 A C-Value Post -Development � , ; DA #1 03A 111. 1 I . I I - : . Post -Development ; �C-Value,, I I 1. I .. ".. �. I .. � I I I ,�V. : I- alue. ' Posl:4)evelopme�_F � , I -11. . ; . ". �..". 1. 11 � 11 ".''. . I I 11- :-- - '' .. - . IDA #1 02 � � . ! :C-Value�� - - w I _.- I �,Post-Development m . �.--- ----l - 11 !11 I'll 1-111., __,_ ___ ,_________,t ii � ; i i I li"-,-,-,-","",-,"---""-"",-,-,��-,. '___.1.____ -..� 1_______-1 -----I-.. � i Type Coverage !C-Value'Area (sO '._ ...... - -- - 1 __'_ " 1 Area (AC) - "...-I-1- - I - �, . t . I i . ...... f,_ "" ,, C*A �: ; 01. . I . 1 . I 11-1- . Type Coverage . . . � .. I 1. - I., . .1 I . I— . I I :1, I - I . �C-Value Area (sl) Area (AC) � .. 11 � I— C*A : I I � -1. 1. .- - ... .111. I . ; Type Coverage : . I : : . q I : - .1 - 1 , I.- .- .-, . � 'C-Value� Area (sf)! Area (AC) ,I . I .. _ .. - , I . C*A � I . .. I � Type Coverage . - 11 �... I �C-Value Area (so . . . . Area (AC) . � . I C*A - � I '' � Type Coverage " � 1. 4' ... ;., ,., . - .... . 'C-Value. Area (so � . . Area (AC) : 1 1. C*A I Type Coverage . Grass C-Value Area (s� Area ( AC) C"A O�40 I - i Grass i . � : � � z � 0.40 � 36412.10 � 0.84 e � 0.33 � ; : Grass I I � 1 0.40 : 4249.50 0.10 0.04 I c Grass . I I I i � 1 0.02 ! 0.40 . 699-60 1 ' ; " 4 ; I . 0.01 ".'... I Grass I I . ; 1 0.40 I 7 . . 16601.80 I � 0.38 . . . . 0.15 I . Grass * ;. r I I 1 _.... . ; 1 0.40 * 7020.20 1 , , 0.16 1 : * I 0.06 . . � Impervious 0.90 8788.20 7035.7 0 0.20 0.16 0.08 � 0.15 i Imper\Aous . . 4 � � 0.90 11 5581.49 I 1 0.13 � � 0.12 � s I � I I - ... .. � I I Impervious 1. 1. 1- .. .11. I . ... I 11.1 I � � 0.90 ' 6753.00 0.16 . 0.14 � - I .- - .. � 1".. I � -.1.1 . -.1. : . i lmper\Aous � . 1. - .11 11, - 1-1--l'...... - I ".I.. . .", - I �, I ! ` I I ' 1297.90 ': 0.03 . 0.90 e . .. I 1. - 1 O�03 : I . Imper\Aous . ; 0.90 6315.00 0.14 0.13 I . o Impervious i ; 0.90 1 7386.70 - 0.17 015 . ___ - I � Totals . - ; 7 t : . ; i : i Totals :_..____ I � � 0.13 � q 1 0.12 . . . - � . . . Totals 0.25 0.18 . . I I !, � � - 1: : : 0.05 I ... .Totals,. I - � .� .. .... .. . : I � � i 0.03 � . .1 1. ...1. 1. I., . .. . 1. � Totals I . 0.53 0.28 . I I I . .1 . � . I I . Totals � . . . 0.33 .. . �.. 0.22 1 Weighted 0.36 C-ValUe = 1 0.23 0.62 � � � " ' ' ' _11111- ; I : _. I __ , ___ � �_ _ ... _111- ____ .. ...... .. I—- . , ; Weighted C-Y,allue, =.. - 1. 11 � � �, ' ; . � I 1- . . I I... 1. I 1. .. I I � Weighted C-Value = I ' 1. 0.71 - I.. I 1. ; . j I 11 - I .... - - I— �.I.. I—. � . ,� 1. I t � Weighted C.-V,alue = �._._._ ; � 0.72 � . � . 1. � � I I . , . I � Weighted C-Value = I ... 0.54 . i 1. I A.. � . . .. . ... � : . : . I I I � Weighted C-Value = . I . . . I .. . . . 0.66 1 I -'------,------ . ... --.-I. .__..1 , , � ,bA,i�,b�A--l'I'�,��,..-��r.."''..�d., �., � I __ , _._ ., l� 11 � ____ 11- I—— � � . i Value; ,Post :. 4._O.9.O__: I I .. __ _ .111 11.1. .1. 1111, 'Ir 1 1-1 -Development 1. ..1. .. . . , 11. � I . I 1. . ,. .1 .. I - ..." ,. _ ". .1- - I I 1. ... .. 11-.1-1.1 1. .I....'.... _64__#_1074_ .. ...'__:.. __. , ,, _ , _ , ,,, _ _... __ __. ... ... � ,., I - ; :bA4i09 * ' "'' " �.. __ ... , _ I ... - : I I ; . I c-Val 6e.." .1. - I . I I � ', _'. ._ * I I , .. 1. I . Post -Development I., * * . - . . . I-- - I., q . DA #120 �. . . 'C-Va I ue ,. I . Post -Development . . . . I ,DA#121B . o . . C-Value . . . I I I . I—- Post -Development . . . �. � � : :C-Value, � Post- ment I ... I I � . .1 . I . . I.. I . I :DA#104 . I � 1 ".. . . I I .11- .1 11 I .. . __ I . . � : Rost-Develo 1 'C-Value, pment � I ... ...."'....- . 1. 1. 1-1.1 11 -A"..... . I... .11 1. .. I I I . . I. -I I . . , 11-1-.. . - I .. . � . 11.111� I.... I . . �, . - � . c . . �.. 1. . . I . : I I � I—— I � � � . - .I..... -I". !..''.....". ,�-,-.."�,��...,.-.��.-..,....�...-. . I a 1. ... .� 11 . . � . . 1.111, . I � .. ".... . . I r I ; ! 1-11'...... ....... I .... I ... . I I . I... - ... � I :C-Value : I I 1. I . r . � . . I I I �. . . . . . . I ; � Type Coverage C-Value � Area (sD. 11 Area (AC) . : C*A -.1.1 ._1.. 11 -1. . I �. � . . . e Type Coverage ;C-Value, A -ea (s� � � . . � � I.. .. 1. Area (AC) - � .1 11 � C*A I . I � Type Coverage jC-Value Area (so Area (AC) ; i I . . . - C*A :; . I Type Cove rage �C-Value Area (so Area (AC) . __ .- � C*A I : I ; � Area (sf) 1 Type Coverage I ' Area (AC) - I C*A � Type Coverage C-Value Area (s� Area (AC) C*A - r . I � Grass 0.40 � 9170.80 . : 0.21 I - 0.08 6- - � Grass - - A : . . 0.40 . 35544.51 ' 0.82 . . . 0.33 i Grass � i .I 1. I .1 -b . .... I . . I 1 21532.44 ' 0.49 : � 0.40 ! . - ...'...- I.. 1-1-.1 I - ...... ..., I - I 1-b-1 1. I I...' 11 I 0.20 : � . ...., . Grass I I I .% . - . � . 0.40 12315.41 0.28 I I I . . .. 1 0.11 � I ; . Grass �__ 'A., .. 1. ".....b.- � j 0.40 ; 1. .1 �.., I , 3644.20 � _ . _ _ , . ., � 0.08 , ... . � 0.03 .. � , Grass � � 0.40 I b 18399.10 0.42 0.17 ; � 1. . . i a Impervious 0.90 , . . 11434.40 . .1 . .. I . 0.26 11. 1 . 0.24 : - 111-1 I ... 1111- 11 .. Imper\Aous - .. . 11, . , b ... 11 ...._`_ . 0.90 . 8452.29 ,; " . . _ 0.19 .. 1 11, . 0.17 . . I r Impervious I e ! 0.90 ': 6025.56 , 0.14 . . I - 0.12 . Impervious 0.90 11198.79, 0.26 � 0.23 - I � � ImpeNous 1 � i i 0.90 I : 9436.60 : - 0.22 ; � 0.19 Impervious 0.90 . 12319.70 0.28 : 0.25 I � ; Totals b I v " I ?_ . . . I ' ' Totals � 1.01 I . 0.50 . I ! I .b . I I � . � I � Totals � �-, -1 _11", . I 1. I .. I . I . . b - I : . � .. � . . I . � . Totals 0.54 � I I I � � O�34 . . I : � . ! � � .. I �. : ; I .. : . .1 1� r I - - 0.30 ._ . b. ; ! 0.23 . . . . . Totals 0.71 0.42 I I - .11 . . . � , I . . Weighted 0.47 C-Value = . 1 .0.32 I 0.68 � .1 � I r I !* . . . . -.1 I _1. � . . Weighted C-Value = ; 1.. I 0.50 1 I - 1. . , "' '' ; I � 1 1 Weighted, C-Val ue = ; " " , I... 1. . 11- -1.1...- I—. ...-I... - ... .. -1 . 0.51 � �. .: . I ,. . I .. I I.. 11 I.. 11 . Weighted C-Value = 11 � 0.64 1 . i I � . .1 - - � I-— - ... - - . I � I I .,,..,.r_ Weighted C-ValUe = : . I .. �- - .. . .. I .b I.. 1. . i 0.76 � .. ''.... � . . . . Weighted C-Value = . � I . 0.60 . . I I.. .1 .I � . 1. ______________ . � .. . .., � . . ... . 1. . . I I I . ... 'bA #1 0'2 B" ' ' �, . 1. 1- 1 . I I � �. I . I . I .I I I . �' : * A ' :: C�-Vafue, "' ' 'Post � '... 11 I., I � 1- , A, ,". 'L ..... . ... . ... ... , __: -Development . I .11 I.. I 1. 1 - A. - 1. - - . I DA #1 05B . I I I .C-Value Post-13evelopment i . I I 1. . .- I � � . I I f : i DA #109A � - I I 1. �. - .I.... 11 -1 � - . : . ; . I :C-Value, ; ". - - _ . . I . - � I f '".. .1111-1--j . : - ___ Post-Developmen� 11b...b..b.11 .. 1. .. A. ... � I : I D #1 20A . �b b .b.l..... ; C-Val ue � ; . I I 1 i : --------I--- :Post . . I I 1-1. .b ... -- -Development .1 1.11. .1.. I.. � ... .1.1. . 1 DA #1 22 . I I . 1. .11 .. I : ; ---- - - __________.,__._____, C-Value . . . . b . . �. Post -Development � I . .. .11 1. . I I � DA #1 6TI�____(�a . . ... 1- . I ... - 11- f . Rost -Development �; I W',, � I � - . 1. 1 A -1-1- I I 1. I—— � b. I �, I . b . . I .1 � I., b 1. .1 I.: .... a i : � � a � . .1 1. 1. I I . Type Coverage . . . b . . i ' . * '; " '_ C4alue� Area (so � ' ' ' ' ' Area (AC) . I . ' ' I , C*A ' . I I . . Type Coverage . I � .. b - I 1. . I C-ValLle, Area (so Area (AC) � C*A . . . � ... .1 11 ... � I -1- I I � i Type Coverage i � ; , - � I-— .1-11.11 .1 . - 1. I.. . ".. .1 b 1 I 11.1 . � 'C-Value� Area (s� Area (AC) : I . � : I b I � 1. -.1 . C*A � 1 . . . .. _.. 11.1b. . . � ( . � Type Coverage . � I _...''.., I 1. 1. I I .11, � ,C-Value� Area (so' . I - � .1 b . �. I Area (AC) ' . - .. . C*A : .. I . � I -.1.... . ...... : . Type Coverage : ___________ . . ......'L b I � 'C-Value; I � I Area (so � b . ; - , ____ . , . , . , , I . Area (AC) : . . .... I C*A � ; � i � 111. .. . ..... . ; q I Type Coverage .. . .1 - � .. C-Value:,Area (s� � . .. 11 Area (AC) 1. '. I I C*A I - Grass . � � 0.40 :' 0.00 0.00 � __ __ ___ . � 0.00 : - __ Grass I 0.40 5342.00 0.12 . - 0.05 . Grass . I i I . ' 1,1737.80, 0.�7 � � 0.40 . I 0.11 $ : : Grass 11 . � � I I 0.40 �- .....1. : 6550.40 ; _ , I., I - �. : 0.15 :_ 0.06 ... I ; Grass L : 0.40 . 15695.80 ' I . 0.36 � i - --- --- 0.14 ; I 4 Grass ...., .1 - . .. 0.40 . 24751.80 0.57 . 0.23 �, I I . I.. . . . : Imper\Jous I I . -1.1.1.1 I b I . 1 0.90 , 8221.10 � . .1. '" * 0.19 ; ,,, . 1 � ' 0.17 , . . .. I 1, Impervious 1. .1 I I � � 0.90 � 914.50 � 0.02 . 0.02 .. I .. ..1-1 .. I �. I ! Impervious I - '' " . .. I .1. . . , 'b � � 0^ 0 ; 7322,10 0,17 1 , . , . . 0* 15 p t � ImPer,vious - . � 0,10 , I 9831,10 1 . � 0,23 I ; 0,20 '' ' '' '' I ; lmper\Aous --- - - ` ' � 0.90 18506.70 I I � � 1. . 0.42 .. I b. � 0.38 I : lmper�ious . 0.90 - 11621.80. 0.2 7 I 0.24 I � � . � Totals : 0.19 . - __ 0.17 ' w I . . � Totals , 0.14 . . . 0.07 � . 11.11.1.11.1. . I . ; . �, t Totals : 0.44 : 0.26 . . . : 1. 1.1.1--1 I . ,- I .." :.. . . I . . � I - k Totals :. 1. . . I � 0.38 I.. .- I. 0,26 . . . . . � . Totals 0.79 I 0.53 � I . . . . Totals 0.84 10.47 j . � 11 .1. - � ; - , '' "'' I , - �. 11 ..1.1 -.1 � 1-11'. I.. .. , : Weighted C -Value = - , , , , '" , I 111 * 9 � 0 . 0 � '' , �. __ I 11.1 I .1 . .11. . I . -Value = � ." Weighted C .. I 0.47 .1.1 1 11.1. . 1; � . . I.... 11.111. 1111 .... . I- .. -1- . I 1. .., - I . I ' * " '"' I I -Value = ' ; � Weighted C 1 I.- - 1. . .. .1 L I., , , I .. .. - I .111. 1. ' ' 0.59 a .... � .. - . I ; : _ . I 11-1 1- ....'......".. . � ; I � 111.1 - :1. . � Weighted C-Value = 1 _..., b.... - . I 0.70 � � 1. I . ''.. ......''.11 . . : - . 1. � I .. .. 1 � .....- ... I - � b ... :, ... I b I I . 1. 1. ... .. Weighted C Nalue = . �, " . .. �. ...... " � I . I . . 0.67 . . I I I � . I Weighted C-Value = . -1. I ... 1. b.56' I . .1 . DA #1 22A C-Value I Post -Development . I . Type Coverage C-Value Area (sD . ' Area (AC) C*A Grass 0.40 13186.30 0.30 0.12 1 Imper,vious 0.90 3080.60 0.07 0.06 00 00 ON . 0 4 �t N r CN . U Z 1 <,4 �� . U 1 1-111 0�1 > UI 4j 0 -� bz � �j "- t ,U 00 0 (A Vj -g' _� C, Ln � .b 6 (/) ;-wl - i:::,� - w <D -0 tl- <D (U 6 00 X -'j- I PL, Ln Z, P_( (-ZUJ- 0 0 (/) 0 VOW4 �4 Q U qj 04 ;..q l;', q) :3 0 � a) � � a) rJ) 0 I A-d - � � 0 P-1 cn �-4 ON 1 ,iW04 .50 %. 11 � 14 (D I-P, r-'I 0, P64 w 'D t- . � \q � tj cq CIO U 6,� t- 0 ,� �� I:> 10. �> � 0AM41 � Q j g, _y ,&�4 U .Ln . 2 t �� U y r- 0 \co! � n C) �'i t- r"-( Z PLI V) �� __ z I z bi Lj ::E :2 :2 :2 0 0 V) 0 - �7 V) P_ < V) 0 �_ 0 Z_ z 0 co �j V) Ld > I— 'I- :2 > :2 :2 0 z Uj 0 :2 LLJ 0 z :2 V) Z 0 Er- - - V) :2 - < U �__ 0 < M )_ >- >- �7_ "_ bi � I— z :� :2 < z =) . . . 0 0 0 Ld 0 0 :;z - - Uj 0 - C) IL V) V) (n V) ::F- ) ,wj LVU' Of (Y- . . 00 cy) M cy) co 00 00 00 0 0 0 I 0 1 1 1 Ld I (0 (7) UO !:� r- _- j') - , - 0 - I I I I I I I I Q N r') Lf-) CA K) (O 0 . , I I . I I I I I 6 EeNj 9� z z I ,� P-4 Pq 0 -Rzt ,- ;�- -�� - 11 g::� P4 Z �� -44 (z) ON lr� &.1 01 0-4 (.� g �_� 9� �> = P:� 4 >-I El _., E �� :: ,_� PA-4 �� z �:) ;T� �� M 0 ;-_?i W% �-� (�� U �� .� �� 'r� � " 12i W �4 c) 14 �� 1 .e!!� ,4 z P4 �� r__1 ��- = 7--i Z !� w P� P;ZI = �> �-j 124 �_4 ,� I U) E -1 C/) pl� C) C/O P-4 _e!!� i� I I a mi- _____1 Totals 0.37 0.18 . . Weighted C-Val ue : 0.49 1 . - - . . � . � DA #1 23 lc-value� Post -Development � . . . .1. � . . . I . I . I. . . . I I I—- I—— .. ' " ' . ' * � Type Coverage C-Value Area (s� Area (AC) - � C*A I . f Grass 0.40 1685.50 0.04, nf-j i 0.02 1 .. .. . I . 1. . I � I I Impervious . . . 0.90 2679.10 . I . 0.06 . . 1. . � 0.06 1. I , %0 : . , �XTH o,p; Ooo � %k� � Totals 0.10 0.07 � 00. i, .. .11, . . . I � . - .. . I 00. . � Weighted C-Value = 0,71 *: 12, 00 , __ . ...1. . . . . . I . . - - ..., � 0 1% .a �& Iff 1% I& --.,--.,-�---,-------,-,---------------�---- _ 1% a, '; DA #1 23A :C-Value, �Post-Development �& .& . .4- ;, , .. I... ... . . .. . . ,�. I . .. .. . I I .0� J HN S. M IK � Z i ,. . . . .49. U It;. . , .. 0- . I � .e� ls� I..., I 1. I � . .. I . . . � ... 1 I I .1 .1 11 & Lic. No. 19 98 -D. ; IV .0. ; Type Coverage C-Value Area (so I Area (AC) 'C*A �w 1% r c Iff : 1w ) /4 /0 _11, ; Grass 1 0.40 8903.60 , 0.20 � 0.08 � ,ff _�o Q.- 1. p ... I - I . . . -. ;P, I � Q Z, t Imper\Aous 0.90 . 16497.70 0.38 1 0.34 00 01<- 1�; )�,� I 000, A-- \'Z w , G .,X ; . I . Totals 0.58 � 0.42 �io\'�%NAL V� 40 , 1. I., . . . . . . .. I 1. "... 1. I . �k4k . � , Weighted C-Value = � 0.72 ... . ... � . I - . I . . .1 1. _ . ENGINEERING GROUPE PROJECT STATUS DATE: 4/18/07 - I - SCALE: 1"=50' 10-24-0-/ ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT 8-31-0-7 ADDRESS ACSA COMMENTS -DRAFTSMAN: JM/JAQ 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 4-1 8- 07 REVISED PER COUNTY COMMENTS SP-024F DATE I ACTION I SHEET 48 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K3503.dwg, 1/12/2010 10:00:52 AM MATCHLINE SEE. SHEET 48 F- w w X cri w w cc w z i i - - - , , , I � . _! I __X -, ___ I f�c� I 11 ,I � V 1), > , -, I _;�, I -_ __ ..--.- - t "I I i � I -,q /zt pg P, qgg I - . , - . 1 ,1 , , _ I " __ I 11 , . - I ", '.1,M", IS" I - �,� I �"__ I r, __10 11 � �t _32;:,-::5--- �- ', ,1� '1� I , . I !, , ''__._�, __ 1� ;�___ ____4�___'_ _\ <;��_ ^ n_ / ., \ ", � __ I ___ 1�-\\> _', � 1.\ ��-�-� '� b� AQ b. 1_1:51�. "'. � -1� N. I 1- I �1 _', ( . , ; �ii - I / , - -4, _,*;*___�'�-_40- I - , , 'j'111 ��, f ,S, - , --- 1, � - ,4,�',' " I --: (-- /, � __ _ - __ - i � �_ -:,% - - . 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'' � ''. _ ''. , I . � � 1, i.___- .1.1 ....''." ___ _.___. � .... _",_.. -1-1-1-1..."L. - � � . i �� Type Coverage '�C-Value! Area (sD �; Area (AC) t - ____ _�_..._ : : C*A � - � Grass . . t . �. ! 0.40 ' 4216.90 : 0.10 � I I 0.04 � , 111 ... I I -1...1-11-1 1. 11 � � Impervious I I -1- I I 1� . I , " "' * , , - , , " , ; 0.90 � ; 0.00 t I , , , I 0.00 � � �, . . , I �' 0.10 . . Tota s i, ! � 0.04 I . �. . I-- .- , I-— . .1.1 I I I.. I . -.1.1 � - . _ ,- , ''. 1 I L Weighted C-Value = I I . � - � I - - � .. 1. I � ,., , - � � � 0. 40 - . . ..".., ... - 1.11.11.1-1 .. I ... � I-- :: DA #26 . :-11 I - .. I I .- I ... 1- 1.1.11. ....... 111 'C-Value; . .. . .; 1 11 � ... . .1 .1 I ...... " 7� . I. I -.1-1- -1. - " ' * Post-Develop"Iment � 11, --- 11. I 1. �.. I � ... I—. .....1-.1. , 1: DA #26C �,.- I - .. .1 ., , �, �.. ,. , . I . . IC -Value: ';Post -Development : 6. .. � . - ...-I _... 11-.1--1.1. ....'..... .. ... . I : ; .11 .... ....- .. - �_ , ' . Type Coverage i I .., ..�. � I . : I 'C-Value: � �. I. _ � Area (so �� ; Area (AC) �: C*A � - I-. �. .. .. .. I I - I . . Type Coverage �. _... � 1. .� I .I I I "... ..1.:.._._. ; , I I I... I-- 11 I !c4alue', Area (so j Area (AQ 1 I.. .. : . , C*A I ; . Grass I 1 0.40 ;4 I 8341. 1 0 ' I � 0.19 0.08 I � Grass � 0.40 � 10275.40 " 0.24 : 1, � 0.09 . . : - " , - " . . b Impervious . .1.. .. ; ; . 0.90 ' . ; - I I-. � 5922.20 ' ; .1 - I - .. 1. - ,: 0.14 1 � .. 1. I.- 11, 0.12 1. . I . 1. 1- - : w Imper,Ackus . ,, ''. , � - 1-1. . � . � � � . : . ! ; 0.90 1 6395.80 : 0.15 I . .1 _11 I � 0.13 '; . : ; .. b.11.1 ''"" , , , I � � : ; .� .. 1 - .�. b Totals � . .1. -b - - 0.33 � - �. . �.. I .1 I 111- 0 A ; � . I t . I , I . � Totals ; 0.38 . . I i 0. 23' �; . I � 111. . - ... ,� . I I i � ... 1. - - 1. �.. � Weighted C-Value = .. .. - 1. 1 1. - - ..... . . 11111111.1111_11"�7 :. ... I . -1-1. � - I i ; .1 � � - -1.1 1. - - . ... . I - I I , .... .. � .. � .-I.I.-I... �........'' ....., I I Weighted C-Value = i : - � b. � 1. - lb 1. .. . I ''. b - I ..... - . 1. - I . . 1- -1- -1. 1 0.59 ' � . -1. 11 . � 11. 1-11 : DA #26A I , , , , . 1 L 1,V r alue I I " - I � 7--- 'Post Ibl. . .! : ___ -Development : I �. .1 .1 - 1. .. - I-, - I. - .. : I : __,______ . I PA #26D 1.1-1.. ... � ...- ... . , ------- . ;C-Value,; 'Post -Development I I . .1 . li � . � . lb 1. � I ..... I � . I - . : w.11- .... 1. .. I - .. - ... : I : Type Coverage - : . � I—. .. - 1. ! . ; �',C-Vall_le : - . - . .1 I.- t Area (so � � . I—- � I..., . q Area (AC) � � I � - . ".. � . C*A b __ __ - __. . . .1 .. . . . . 11 I ! Tyee.Coverage I � I I . � I . . p . - � � - 1 ....... . .... .- . . � � *C-Vblu&� Area (so' Area (AC) ; � I * .. C A I � Grass b .. . I I .1 , � I 0.40 : . 4938.90 1 --! 0.11 ; , � 0.05 I Grass b.... b ; : ' I � � 0.40 . 4946.00 '� 0.11 . 1. : 0.05 _b I ... � , . : Impervious � I . .I : ; : 0.90 � - - ; 4896�70 : --- - _ __ 0.11 _�.__ - .--. - 1 0,10 : . i ... lb. �... - 11.1 � : Impervious I . . � . .. . . . _... .11. I.., . . I I I � 0.90 ' 5663.40 �� 0.13 __ . 1. �. -.1 I 0.12 . ; 1 - -1. _11 - I �.. I � b . I i . s b t � - . I—. . Totals : b b...... ; 0.23 : .- 0.15 I . .11.; . ; . . I .1 - : d r I . I I I I Totals � 0.24 I I - 0.16 : . : .. I., 11 . .. -1- - ''. -, . . .1. . : 1 � .1.1. I—— .1 I I.. �. 11, I 11 I . � I 1 Weighted G-Value = i I .1. 11-1-1- . ,... ; I U5 ..1. � ... 1. I I I � I : �.. - - I I I .. '. .. -1. I , I 1. . . . ,:. .. - I.". - - I 1. 11 I.- 1 i a 1 1 Weighted C-Value = � I—- , I . ... - 1. .. -.1 � ... I 11-1 -.1. I ...'..", �; 1- . I . I b.. 0.67 .., . . 1. , .11 - ".. .1. .....1.1 b � ; DA #2613 : ..... .. - - ".11,11 , 1. 1. I..'' � : ... 1 - - I . : '�C-Value;* :, .. %... 1� ".. � . . � .111 - I - � I.. 1-1. t ;,Post - -''. - - * . 1. I I. I-— I .1 .. .1. - . 11 ... - -Development - - , -.1 1. . I � - � � I .- 1. 1"... . . . - ___ * : DA #27 .. - -, - � . .. I.- I ... ".. I. . - I � P . �G-Value � ; I ost-Development : . 1. I ... I I", � I -1 11 I b ... . - ... . ......., -.-.- � . I-, I i I . . : . . 1. 1- I... � _ - ___ ..... ...,. i . Type Coverage �. ; b . � - � � ....-I.- � . . ... b I .1 lb I'll. ''.. r I :C-Value� Area (so I ; . - .. .... I... Area (AC) . -I... - -� C*A I . . . ; * * * �. b. . �.. ... � b lb. ; .1 I 1. � 1. .1. . , �. . .. I .1. �, .. ...��.....�,�..""b.!,.".,-,."",�,.b,�. ' . ! . Type Coverage 'C-Valuv Area I : : ; I I (so � Area (AC) . j C*A : . . Grass .. . -.1.1- -1-1.11 b . . 1, I : 0.40 � .� .. - . . 7657.20 ' b .1. - I 0.18 � .1 . I I I I 0.07 -b- b.. : � Grass .1 .. ... - I ( ; I . . 0.40 . � 10725.30 ' 0.25 I 0.10 . - I . Impervious - � 0.90 . . .... ' 9177.30 : . 0.21 1 1. 0.19 I I .. I 1 .. . 1. I ; Imper\AOLIS . - . - - I 11.1-11-1 .1. .1. ... . _.... I �..... .- I.I. . . 0.90 � 8180.20 1 , 0.19, I . . . ; 0.17 1. - - ". - � . . . . � - _._. ". .1 � - - � Totals � � .1 I I . , - , I 0.39 ... , . . 0.26 � - , � -6. b. � : �. .1111, . 11'..... , ,I . f � ; Totals , 0.43 . I .2 . : 1 0.27 : . . . .." � I � 1. .... I . b ..... I I. I I � : b I . I . - - - Weighted C Value = . I .. 1 � .I . 1, I 1. _ � . . I 1� 0 7 . ." I I � I � .111 � . ..1-1.1.1. I 1. I .1. . � I . 1. �.., �.. 1. 11. 11 � . .... I �. I . I . . : ; Weighted C -Val Lie = _ b, .. .. . I.- . � . , . ".....- I 11. I 1, I.. 1 . :� .., _.. I � : 0.62 � I - .. -.1- DA #28 . I . � G-Value' I I Post -Development I -_ - I . . � . � Type Coverage . C-Value Area (so � Area (AC) ... � . I.. C*A � Grass 0.40 2930.40 0.07 0.03 I Impervious . 0.90 1132.00 0.03 . . 0.02 . 1 . Totals 0.03 0.02 1 1 � . � Weighted C-Value = . 0.90 .. . 1, I DA #28A I I C-Value . � . Post -Development I . Type Coverage C-Value Area (so Area (AC) , C*A Grass 0.40 36206.00 0.83 - 0.33 Impervious . 0.90 10749.80 0.25 1 0.22 . Totals I 1.08 _ 0.55 . . . Weighted C-Value = . . I . . 0.51 , . � I .... .11. .1. . 1. ... I., . ; , ; DA #29 .11, I.. - I..., .. I . . ..... � �. I I.. 1. 1 11. 1.11, :C-Value � ; . I... I ... �. 1111. I I .. - , .11 11. -.1. - I I- � - I 1. 1. 1. .1. I Post -Development 1 I 1, .1 � I % 11- - � . I ; - �. - . 1. I ..... . I.....1.11- I . I Type Coverage ; I . .: ... : ; 'C-Value, I . � � Area (so I . ... . � .1 I i Area (AC) �� I � _. I . .. � C*A i I � : Grass . 0.40 : . 10207.90 � . ! I 0.23 1 - , 0.09 . . I .........- � : i Impervious I.— 1. ... � 0.90 . . 11855.10 t I__ .I ..", 0.27 : ... .. . 0.24 I I ; . � . - Totals . 0.51 : I 0.34 1 I . 11 - : � :, , , 1-111 I. ..1. .. . . . : . � I � .. �, I . .. . I.. I Weighted C-Value = I. . �. .. . I I.. � I � . 1. ... . 0.67 .... - : . DA #11, 17 C-Value Post -De' 1'66W� �t' . I . . � I I � Type Coverage C-Value Area (so Area (AC) . C*A : Grass . . . I 0.40 3009.60 0.07 - 0.03 � ImpeNous 0.90 5074.00 ' 0.12 � 010 I . I Totals 0.19 . 0.13 1 1. I 1. � Weighted C-Value = . . . . 0. I I � ____-_____'_-& -6 A-4 al ; I . � . _V7� f�e_,______i��__b�_� ---- I-o .... p'n .... en,_t____ , . I I Type C �age C-Val _ie Area (so . . a (AC) . . I . C*A Grass 0.40 2850.70 , 0.07 � 0.03 : . --impervious 0.90 2520.00 0.06 11 I 0 � .05 . I � 1 Totals 0.12 0.08 : ; " . . Weight d C-Value = . . . . 0.63 I . DA #1 8A C-Value Post -Development - Type Coverage C-ValLie Area (so Area (AC) C*A Grass � 0.40 2125.00 0.05 0.02 ImpeNOLIS 0.90 14316.58 0. 0.31 Totals - 0.39 0.33 Weighted C-Value = 0.84 DA #19 . C-Value Post -Development I I . * . Type Coverage C-Vakie Area (so Area (AC) C-A � . Grass .11 � 0.40 6559.59 0.15 0.06 � Impervious I 0.90 7485.81 0.17 . . .15 I � I Totals . � 0.32 I 0.21 1 I � . � I --id 16A . ____ Weighted C-Value = � 0.67 0-'-------- --------- C-Va I Lie Post -Development Type Coverage C-Value Area (so Area (AC) C*A Grass 0.40 2574.08 0.06 0.02 Impervious 0.90 5157.72 0.12 0.11 Totals 0.18 0.13 Weighted C-Value = 0.73 DA #21 C-Va I Lie Post -Development . Type Coverage C-Value Area (so Area (AC) C*A . Grass 0.40 18191.72 0.42 0.17 ImperNAOLIS 0.90 0.38 034 -16462.88 Totals 0.80 0.51 Weighted C-Value = 0.(34 DA #22 C-Value Post -Development � I Ty:)e . Coverage C-Value Area (so Area (AC) C*A Grass 0.40 1875.10 0.04 0.02 1 Totals 0.04 0.02 � Weighted C-Value = 0.40 DA #23 C-Value Post -Development . Type Coverage C-Value Area (so Area (AC) . C*A . Grass 0.40 19114.54 0.44 0.18 Impervious 0.17 0.16 Totals 0.61 0.33 - Weighted C-Value = 0.54 : DA #38 � I � . __ �C-Value I . - � Post -Development . . � I . - I I o... 1. . . Type Coverage . . . C-Value, Area (so . I Area __ (AC) . . . . � C*A : I � Grass I . . I 0.40 797.60 0.02 0,01 I I . � : Impervious I .. 0.90 .. . 11 16268.35 . 1 . 0.37 � . .1. 1- � ; 0.34 : ; � ; , . - 1-1- .. � . . Totals . 0.39 I 0.34 I I "..", .... - 1 11 . . .. . .. I Weighted C-ValUe = . . . . . . . I - 0.88 .. . ..... DA #37 � C-Value Post -Development . . � . Type Coverage C-Value Area (so Area (AC) C*A Grass 0.40 7766.60 0.18 0.07 - Imper�vious UO 8065.19 0.19 0.17 I Totals 0.36 0.24 Weighted C-Value = 0.65 :� � (q � U 0 )r_q �1.,� �� _U 0� �> . ) = " �H U - � go �� ?�,g r-- F-0 t --;rjj 0 (4) ;_� 4--i 0 A �� ('O U C3 CIO *0 �� Q� � 1.0 CD U 6 � .1zi, �� 4m 1 q P-11 �� PL, Q"_ 0 c w 0 9) , jmm� I -A 0 U (j a4 . ;-.q - U�, U � 00 a (D �3 1 0 . 9 - � 0 VMW4 (n 4-4 U 0"Od - - (71, \0 CD r- 0 t- N C5 ;..i �0 , CN t- r-'I o �� w -� � \-r� . , ,q " I U q1 ,� t- � -1. lill .� �> M 0 w I ;� U yp'n rij rri C)o � Q,- * V4 C\ U 0 'n C) F__� U ,0 (Z; � 1�d I- � � \_,� rl- 4 �� PLI V) V) F- I-_ z z LLI LLJ :E :2 2 0 V) C) z F- (/) 0 1_ 0 C) z V) �� - z 2 > 0 LLI :2 LLI z :E 0 Q�� - < �U) :2 - - C) F- C) < M )- :z (-) 0 >_ >- �__ w j_- Ld fl� f__ F- < z , < w Z Z z :::) : :�i (n Z ,+ :D D D 0� ; 0 0 0 0 < LLJ - U I = Ld !L) 0-1 Q�: (If > c� 0 0 X < < < < < < cy) 0) 0000 ::) (D 0 � �0 0 I I I I Ld I I '-N - - , -� , ;7 , �2 �2 t� 1, I I I I I C) 'L j - 6 z EX . 9� z ��7 1 .,!� P-4 Pq Utl -R�t ,- ;�- .,!4 �-I !!� gz� X Z �� O.-I _<11 0 @% IT-1 E4 . 0.2 "` 0 P4 fi = 0 I 9=1 �> � = ,4 4 - , >-4 &_4 &_4 4 �:: n� V__� P" pc� E z �D ;4 ::� �.� r, cf) i,-i 0 0 () Pq PL4 9� T.� -e, �� Pq ._4 0 1.4 �� P4 I .e!� _<4 z P4 !!I :ni �r4 �> , = lv_� z � P-4 = Pq 9::4 1.i W-4 I.-4 ,,:� 1 C/I E -4 cn P4 0 cn P-4 _e!� i ! 1 �4 ! . '4 1 ! ! ! I P-4 ! . � � I . . . I . � DA #31 C-Value. . Post -Development . b4 �� llb-V�lue:- � '�I�o'�t-Development � I . . . 1. I ... I I . � �.. . . � ... I . : . : . . I . . . . .. � .. . I r.- ' ; ' " . ' ' ! r t Type Coverage C-Value Area (so Area (AC) C*A : Type Coverage �C-Value' Area (so * Area (AC) C*A I I : . ! Grass 0.40 , 6684.20 0.15 0.06 Grass 0.40 8055.90 � 0.18 1 0.07 : . . - I 1. ,,:I - - . ; . . I I I 1. 11 I... : - - 1 � . . . Impervious 0.90 10929.80 0.25 0.23 Imper\AOUS 0.90 t 7361.20- . 0.17 0.15 1 i - � Totals 0.40 0.27 1 � Totals :� 0.35 0.23 : � . . 1. I 1. 1. ... .. . . . .... ... . 11.1 I Weighted C-Value = 0.71 1 1 . � 1. . 11 .. . .V\/e.igh.ted.C-YaIue = .0.16.4 .1 11 . . I � I . .. - j . . N . DA #31A C-Value Post -Development 1. I . � .1 �.... I. � I I .I... . .... 11 - I....1-1-1.. I I I , 44 ' � DA #33 C-Value 'Post -Development -0 0 P,T H op 0000 ; . .. . ... I.. .. .... "... -.1. .. - 1. ... � 1. I 11 I P 00. I I 0 1 . .. . . I I I . ; I .1 I 11 I I I �.. I . - 111. I . � I.. I— .1 1. � Z,Z) 51 i Type Coverage C-Value Area (so Area (AQ C*A I . 1% AV I . � Type Coverage :C-Value; Area (so � Area (AC) C*A - - , 1 -'- - '' . , .-w � ; ; t4 I& . Grass 0,40 5038.20 0.12 0.05 ` i-_o .. 1. . . . Grass 0.40 � 9073.30 � 0.21 0.08 & I& , I... .. . ..1.1 . .. �. .... �. . :11''...... - . ..".. . .... ,& C) �v I lmper\�ickus 0.90 8523.30 0.20 0.18 �&- JOHNS. M SIK 1-� .0- i . . . . .a. U �_ -.3. . Irnper\AOLIS . 0.90 : 19830.00 ; 0.46 0.41 .0. �0 1 -.9. Uic. No. 19998 1 z .0 . Totals 0.31 0.22 : -_ . Q, �& I I . I .. I � , lu . i 0.66 0.49 ] _ . , . � , I r. _ ,_� - � .... ! I- . 1- - ' - ' ' ' 1. low 14& 1 1 Weighted C-Value = 0.71 I . I ,� Z" . . . I : Weighted C-Value = 0.74 s "o / lb ,Z- '. . 1. . - 11 � 1. - . . ... -.1-1 I . _ - . 1. . 1 � � Iff . .9 1,� Q z I 00._ 7'��,.Xx . I . \ .4 I . * - ! - , "" : " - "' . . ..., . . 00. ,S'/ - � ZA#3113 C-Val Lie Post -Development f DA #34 ' '_ * �C-V a* I Lie; 'Post -Development I L 0� �%%�� : - �, . I I I . : I - .11 111. � . . . . I . I I 11.1. I.".. .. .1. I 1-1..., ..", 0 i-1. I � 1 I.. I . I I I I . :, , I � 000 : . . I ; � j . 00 s . . . � I.. 11.1. . . ... ....... . I......... � , - ... I ... I I. - I .1.1 I . I . - . 1. � . .....I.I..'... - ... - . 11 I 1. .. I .1. .. - ". I . , ; � w Type Coverage ;C-Value. Area (so Area (AC) C*A f . ! I . � Type Coverage 'C-Value' Area (so ! Area (AC) . C*A . ENGINEERING GROUPE PROJECT STATUS DATE: i I - ----- I _______ -_ - . I - . 4/18/07 � : Grass ; 0.40 - 19253.60, 0.44 . 0.18 ; Grass b 0.40 . 13101.90 ' 0.30 1 0.12 ; . � � : ... .. � � �. - . I .. . . .1 I . .. b . .. . . p * � I q . � � . ". .. . . - . - I 1. . - - .. 1. I ... SCALE: 11)=503 ; . . Impervious . 0,90 2198.30 0.05 0.05 � Impermous - 0.90 12580.60 . 0.29 0.26 - � - ! - I . 10-24-0, ADDRESS MMENTS ! ; . : ,: . Totals 0.49 0.22 j : � . I ... .. . . . I lb I I b .b ... �. j . . Totals ; 0.59 0.38 DESIGNER: JDT � . . : I I 11 -.11-1.1- .b.. . I - I. � .1. . . 8-31-0-1 ADDRESS ACSA COMMENTS i_ ... � - - , �, . ".., . Weighted C-Value = 0.45 . ; I � Weighted C-Value = 0.64 : -1 DRAFTSMAN: JMZJAC I � ..". I . . . . . . I I I : , ... � .. .. � . � ".. . I.. - I I � . . 7-31-0 REVISED PER COUNTY COMMENTS ! I 4-18- PER COUNTY COMMENTS - FILE NO. SP-024F : . DATE ACTION SHEET 49 OF 53 � I I I � i G:\PROJECT\Briarwood\ENG\DWG\00-K3503.dwg, 1/12/2010 10:00:32 AM 1� ! � ,w-,, i1P d'F:T 1 I ry � i. : .. .. Ia ,,,,ff�� .' '. 1 . : W '� �P J k - ., l t• ..rA'd. v-' �...: . a t: I .. 6,j i f "4 �" - E I h ran r�. F tP�k �. > B 5 .. i - » d p I u r t M1 M r I IP 4 :p' IaiG cal tl. �p r r fai" r Y'e +M. J .t. r 1. l y ,» a 11 �' .T s, •4 yI }F1.. 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V Otn Cn ee 11 CDt` Tj CD W F1 06 d- �w Ln 80 3-Y Q U O v J u CN • �+ o 0 N N O G� 011 N N V)NO O Q bA (u to � 00 CD CD WLn O �-t �r•I A'1 C) ~ z z W W C ^( S (D O V) O U k- Z O W 0 W I� Q W Ljj 2 O � U< 0 Q U O Q } m } Z } < W Z z ¢ z Q Z Z O O U ZO 0 0 O U U Q U U U N� ¢ w 0 0 C N w W= W W W W W_ 0- W W V) of, or olf Of G_ > 0 0 0 0 0 W < 00 0 Q � a( ¢ Q< ¢ ¢ 0 0 0 0 0 0 0 0 1 N_ 00 m 0 I- ri p I j j I 1 I I `- N r+� T N rr3 O O _T_ - O O Z W z � a DA #115 C-Value Post -Development DA #118 C-Value Post -Development v U �z Type Coverage C-Value Area (so Area (AC) C"A Type Coverage C-Value Area (so Area (AC) C"A Z IE 0 Grass 0.40 4366.6i2 0.10 0.04 Grass 0.40 5022.30 0.12 0.05 O T"� - A a' Impervious 0.90 6232.832 0.14 0.13 Impervious 0.90 3243.00 0.07 0.07 Totals Weighted 0.24 C-Value = 0.17 0.69 Totals 0.19 0.11 iA M a Weighted GValue - 0.60 �E �-+-� � Z r e-� W ., DA #115A C-Value Post -Development DA #119B C-Value ' Past -Development Coverage C-Value Area (so -Area (AC) C*A Type Coverage C-Value- Area (so Area (AC) CAA r° 1 z�Type � Grass 0.40 7469.20 0.17 0.07 Grass 0.40 9380.00 0.22 0.09 IW z W Impervious 0.90 9800.0)0 0.22 0.20 Impervious - 0,90 11371.10 0.26 023 Totals 0.40 0.27 Totals 0.48 0.32 P'�1 Weiglhted C-Value = 0.68 Weighted C-Value 0.67 r^ DA #116 - Value Post -Development .. t _ Type Coverage C e. Areao Area (AC) C*A 0.40 7 0.09 0.04 nn W Impervious 0.90 3683.54 0.08 0.08 Totals' 0.18 0.11 Weighted C-Value = 0.64 DA #117 C-Value Post -Development Type Coverage C-Value Area (sf Area (AC) C*A Grass 0.40 3072.51 0.07 0.03 Impervious 0.90 1455.34 0.03 0.03 Totals 0.10 0.06 Weighted C-Value = 0.56 ENGINEERING GROUPE PROJECT STATUS I DATE: SCALE. TH pF 00®a _ t� JOHN S. MAMIK Lie. No. 19998 ` 1'a SSA OVAL 4/18/07 1 "=50' 10-24-0 ADDRESS COUNTY AND ACSA COMMENT DESIGNER: JDT 8-31-0 ADDRESS ACSA COMMENTS DRAFTSMAN: JM JAC 7-31-0 REVISED PER COUNTY COMMENTS FILE NO. 4-18-0 REVISED PER COUNTY COMMENTS SP-024F DATE ACTION SHEET 50 OF 53 G:\PROJECT\Briarwood\ENG\DWG\00-K3503.dwg, 1/12/2010 10:00:27 AM ---------�-- ---' \ � \ weIlk Ln I CD 4-1 64 00 FLANJ PAG . . -_-_ , \ %\ \ V" og LO 00 P-4 Ld 0. /,j Cn 1117 In Ld 0.54 �,A cc DA GRAPHIC SCALE Cn 8 IN FEET) PQ A041��0+00#0000000 00 0. Lie. No. 19998 ENGINEERING GROUPE PROJECT STATUS DATE. 4/18/07 10-24-0-j ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JDT 7-31-O'l REVISED PER COUNTY COMMENTS 4-18-0- REVISED PER COUNTY COMMENTS FILE NO. SP-024F SHEET 50A OF 53 DATE ACTION LANDSCAPE TABLE CALCULATIONS COVERAGE BOTANICAL/COMMON NAMES SYMBOL SIZE QTY. ROOT SPACING REMARKS AT 10 YEARS UNIT TOTAL DECIDUOUS TREES (COMMON NAME/BOTANICAL NAME) T-1 NORTHERN RED OAK (LARGE) 3 1/2" 83 B&S SEE PLAN FULL 541 44,903 QUERCUS RUBRA CAL. CROWN T-2 SWEETGUM (LARGE) 3 1/2" 77 B&B SEE PLAN FULL 329 25,333 / LIQUIDAMBAR STYRACIFLUA CAL. CROWN T-3 HACKBERRY, MAGNIFICA (LARGE) 3 1/2" 58 B&B SEE PLAN FULL 735 42.630 / CELTIS X OCCIDENTALIS CAL. CROWN T-4 SUGAR MAPLE (LARGE) 3 1/2" 59 B&B SEE PLAN FULL 254 14,986 / ACER SACCHARUM CAL CROWN T-5FLOWERING DOGWOOD ORNAMENTAL / CORNUS FLORIDA 7' 36 B&B SEE PLAN CR W 1 124 4,464 EVERGREEN TREES (COMMON NAME/BOTANICAL NAME) I TOTAL: 132,316 T-6 SOUTHERN MAGNOLA (MEDIUM) 5' 244 B&B SEE PLAN 54 13,176 / MAGNOLIA GRANDIFLORA T-7 EASTERN RED CEDAR (MEDIUM)38 / JUNIPERUS VIRGINIANA 5' B&B SEE PLAN 16 608 T_8 LEYLAND CYPRESS (MEDIUM) 5' 29 B&B SEE PLAN 23 667 / X CUPRESSOCYPARIS LEYLANDII T-9 JAPANESE HOLLY (MEDIUM) 24" 89 B&B SEE PLAN 16 1,424 / ILEX CRENATA DECIDUOUS SHRUBS (COMMON NAME/BOTANICAL NAME) TOTAL: 15,875 S-1 CHINESE LILAC (MEDIUM) 24" 88 B&B SEE PLAN 50 4,400 / SYRINGA X CHINENSIS S_ FORSYTHIA (MEDIUM) ( 36" 117 B&B SEE PLAN 16 1,872 / FORSYTHIA X INTERMEDIA 6,272 GRAND TOTAL: 154,433 TREE SAVE CALCULATION PHASE 1A-1 TREE SAVE AREA . . . . . . . . . . . . . . . . . . . . . 10,948 S.F. PHASE 1 B-1 TREE SAVE AREA . . . . . . . . . . . . . . . . . . . . . 3,306 S.F. PHASE 8 TREE SAVE AREA . . . . . . . 11,568 S.F. ON SITE OUTSIDE OF PHASES 1A-1, 113-1, & 8 AREA . . . . . . . 55,836 S.F. TOTAL AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81,658 S.F. Tl0 ♦Vzo♦� SITE PLAN AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,287,020 S.F. CANOPY REQUIREMENT CANOPY REQUIREMENT (MIN.) . . . . . . . . . . . . . . . . . . . . 257,404 S.F. (20%) EXISTING CANOPY COVERAGE . . . . . . . . . . . . .81,658 X 1.25=102,073 S.F. CANOPY COVERAGE REQUIRED . . . . . . . . . . . . . . . . . . . . 155,331 S.F. TOTAL CANOPY COVERAGE . . . . . . . . . . . . . . . . . . . . . . 179,549 S.F. PARKING LOT LANDSCAPING (5% OF IMPERV. AREA S.F.) IMPERVIOUS AREA -PAVED PARKING AND VEHICULAR CIRCULATION . .39,996 S.F. LANDSCAPE REQUIRED . . . . . . . . . . . . . . . . . . . . . . . 1,999.8 S.F. PARKING SPACES PROVIDED . . . . . . . . . . . . . . . . . . . .122 SPACES TREES REQUIRED PER PARKING . . . . . . . . . . . . . . . . . .12.2: CANOPY TREES TREES PROVIDED . . . . . . . . . . . . . . . . . . . . . . . . . . .13 CANOPY TREES SCREENING - CAMELOT DRIVE (DOUBLE STAGGERED ROW OF EVERGREENS, 15' OC) REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . 236 SCR _''`.NING TREES PROVIDED . . . . . . . . . . . . . . . . . . . . . . . . . 236 SC FI EE,,\ IING TREES LANDSCAPING MAINTENANCE _NOTE THE OWNER OF FEE TITLE TO ANY PROPERTY ON WHICH PLANT MATERIAL HAS BEEN ESTABLISHED IN ACCORDANCE WITH ANY APPROVED LANDSCAPING/PLANTING PLAN SHALL BE RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF THE APPROVED PLANT MATERIALS, AS REQUIRED BY THE ALBERMARLE COUNTY ZONING ORDINANCE. LEGEND O O TREE PROTECTION FENCE LANDSCAPE TABLE (INTERIM PLANTINGS) CALCULATIONS COVERAGE BOTANICAL/COMMON NAMES SYMBOL SIZE QTY. ROOT SPACING REMARKS AT 10 YEARS UNIT TOTAL DECIDUOUS TREES (COMMON NAME/BOTANICAL NAME) T-1 NORTHERN RED OAK (LARGE) 3 1/2" 15 B&B SEE PLAN FULL 541 8,115 QUERCUS RUBRA CAL. CROWN T-2 SWEETGUM (LARGE) 3 1/2" 18 B&B SEE PLAN FULL 329 5,922 / LIQUIDAMBAR STYRACIFLUA CAL CROWN T-4 SUGAR MAPLE (LARGE) 3 1/2" 17 B&B SEE PLAN FULL 254 4,318 / ACER SACCHARUM CAL, CROWN T-5 ORNAMENTAL / CORNUS FLORIDA 7' 19 B&B SEE PLAN FULL 124 2,356 CROWN EVERGREEN TREES (COMMON NAME/BOTANICAL NAME) TOTAL: 20,711 T-6 SOUTHERN MAGNOLA (MEDIUM) / MAGNOLIA GRANDIFLORA 0 5' 12 B&B SEE PLAN 54 648 T_8 LEYLAND CYPRESS (MEDIUM) 5' , 1 B&B SEE PLAN 23 23 / X CUPRESSOCYPARIS LEYLANDII T-9 JAPANESE HOLLY (MEDIUM) 24" 62 B&B SEE PLAN 16 992 / ILEX CRENATA DECIDUOUS SHRUBS (COMMON NAME/BOTANICAL NAME) 16 1,663 S-1 CHINESE LILAC (MEDIUM) 0 24" 68 B&B SEE PLAN 50 3,400 / SYRINGA X CHINENSIS S_ FORSYTHIA (MEDIUM) 36" 55 B&B SEE PLAN 16 896 / FORSYTHIA X INTERMEDIA Tree Planting and Staking Detail Not To Scale Evergreen Tree Planting Detail Not To Scale 4,296 GRAND TOTAL: 26,670 DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, .#1, GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDIT1014AL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, DOUBLE STRAND #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Mn-r1=.CZ: 1. TREE LOCATIONS SHOWN ARE APPROXIMATE. 2. TREES SHALL BE LOCATED AWAY FROM SANITARY SEWER LATERALS & WATER SERVICE LINES CONNECTING TO THE HOUSE. 3. BACKFILL TREES AND SHRUBS WITH TOPSOIL AND PEAT MOSS (OR LEAF MOLD) 3:1 RATIO BY VOLUME. 4. ALL PLANT MATERIAL TO BE NURSERY GROWN AND COMPLY WITH CURRENT "AMERICAN STANDARD FOR NURSERY STOCK" PRACTICES. 5. SPRAY TREES AND SHRUBS WITH ANTI -DESICCANT, IF FOLIAGE IS PRESENT. 6. ALL DISTURBED AREAS SHALL BE SEEDED. 7. TREE PROTECTION FENCES (TREE PROTECTION AND SILT FENCE) SHALL BE INSTALLED AS A FIRST ORDER OF CONSTRUCTION. 8. TREE COVER IN EXCESS OF THE REQUIRED AREA FROM THIS SECTION MAY BE USED TO MEET CANOPY COVERAGE REQUIREMENTS FOR FUTURE SECTIONS. 9. THE PROPERTY OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL OPEN SPACES AREAS AND LANDSCAPING INCLUDING REPLACEMENT OF DEAD AND DYING PLANT MATERIAL, AND THE UPKEEP OF ANY BERMS, WALLS, OR FENCES. 10. A SEPARATE BUILDING PERMIT SHALL BE REQUIRED FOR RETAINING WALLS OVER 2' IN HEIGHT. CONSERVATION PLAN MEASURES: 1. ALL TREES TO BE SAVED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. 2. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 8. SILT FENCING USED AT DRIPLINE OF TREES SHALL ACT AS PROTECTIVE FENCING FOR TREES TO BE SAVED. 9. FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO THE COMMENCEMENT OF GRADING OR CONSTRUCTION, 10. TREE WELLS ARE TO BE USED WHEN GROUND LEVELS MUST BE LOWERED OR RAISED WITHIN DRIPLINE OF TREES TO BE SAVED, 11. PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING FINAL CLEANUP. 12. DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION, OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. 13. TRENCHING AND/OR TUNNELING, WHEN REQUIRED, SHALL BE DONE AS FAR AWAY FROM THE TREE DRIPLINE AS POSSIBLE. 14. TUNNELING UNDER A TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I. The following items shall be shown on the plan: Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; 155P- 84rSC FLAN ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin mntil the tree marking has been inspected and approved by a County inspector. 3. Pre -Construction Conferemce: W Tree preservation and pirotection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwatter Detention Devices: M Such devices shall not a4versely affect trees to be saved. 6. Fires: El Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Z Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8, Protective Fencing: Trees to be retained witthin 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in plane and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level imust be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11, Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Dumaged Trees: UA Damaged trees shall be Itreated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPIER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQVIREMENTS. V-` 6W Ns-5 a 6c+ 4 to A � VA KQsS OWMRR SIGNATURE �lL�ertt '� Pq l` (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 4aeB 10 00 c� N O N � a�Ln Qo 8 _V7�� tan Czi �+ o P.� o rn C/) CD o -d CD as 0 00wLn D rn O a' �ONo r` tb(n al�No N O ear- Q b (Lno w U ono, o0 O CC).0O ire m W W U 0 in z Fo � _O W w > ¢ w LIJ M Cn o v a o rr 1- w � z z a Q o o 0 O L o L cn cn cn > a o to to to w = to N N w w w of a w w CK or [if o Woo00000 ci� a a a ¢ a ¢ 00 eo 00 0 O 0)o 0 0 0 of 0 l l l W O N 0 M O 0 Q Nt7 :n N O (0 O e C� 0 cc U� H E-+ a ~� Z H W o V 1 E- 4 F W z 0 �✓��®® AL0000 TH®�OF®0°00: 0. JOHN S. M USIK U Lic. No. 9998 ` m0000 0 O r�1VAL s' , rA�A ENGINEERING GROUPIE PROJECT STATUS DATE: 04/18/07 SCALE: 1 = 50 H 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: JM DRAFTSMAN: JM 8-31-07 ADDRESS ACSA COMMENTS 7-31-07 REVISED PER COUNTY COMMENTS FILE NO. 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Ss it t � t t . t ' � � Ii ! 1 d i I s �) T I i °' �` `- ``•,.:"�a `'••,,,,,n� . t t' i d i ;; I I � i t � �� '� 5 I THIS SHEET TO BE USED FOR :I / � rm� � : x'`� rs 'i"".�.�`'•�? �'�.�� J' I I I y s t t � i LANDSCAPING PURPOSES ONLY!!!r + r 1 ¢ 3R I d •I '-,� 1 GRAPHIC SCALE t 50 0 25 50 100 200 IN Fur) , 1 inch = 50 fk LEGEND O O TREE PROTECTION FENCE me" 00 Lp N O N � O ;-4 CU Ln w 0 .0 OR 1-U p � -1 C 0 O 0 q O 00 f� cn o rn N N O 1-I O ��r-- N w 5 71 4) q x +NBQ-66A� U Hb� O w o c7 O � � O In r �1 W V I -- Z z w w O 00 (n U Z F- F ¢ p LZ 0 H Q W Cn > W � Z W O O L' O Z 0 o Q U m ram- w a < Z Z Z Z q- � o � O O � 00 ¢ O Lj O O cn rn Ln > 0 v> (n to w = w w w w w w� 0., Lj Q (r lr 0 0 0 D 0 w 0 0 0 0 0 Q Q Q ( ao a, rn rn O O N o I I I N rrr) to I I i I p N r/l cp O O O Z T �• 1 i T ,0 , v i �+W ~ E- 1.4a Two wz t Fri* W 0�!i a a � z� i V z w 1-4 y�y W o H M W z Q u L{l® Av`�H oF510io" � r v ®U JOHN S. MA SIK e Lie. 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P4 .�� z �� . C:! P4 P; Tkkkkkk,� z ,� �> PLI = I,_4 co '-� P4 "J'q z C) U) u �4 m -e-1.4 = I P.-I . 'ZI 'v Ar q V/'q S"�-% � / Ai 0000,0%/ I .% N'> 0oI00 TONAL V��' t� '40 - I . ENGINEERING GROUPE PROJECT STATUS DATE. 4-18-07 2/4/10 ADDRESS COUNTY COMMENTS SCALE: 1 P'= 501 iFH 10-24-07 ADDRESS COUNTY AND ACSA COMMENTS DESIGNER: im ' 8-31-07 ADDRESP ACSA COMMENTS DRAFTSMAN: im 7-31-07 REVISEE PER COUNTY COMMENTS FILE NO. - 4-18-07 REVISED PER COUNTY COMMENTS — SP-024F I DATE I SHEET 3 OF 53 �ACTION 5 � 6.tPROjEffft im. vvaud'�I!M@tBW&�66 1(66ftdIrg, Pt4ffM 50 ' f 1 I 1 � , t 1 \ , f ! 1 , , = r _ / E X ,j lL 1 r r 1. EXISTING CONDITIONS PRIOR TO CONSTRUCTION OF SEDIMENT BASIN J/f'' ,'{ J!1 / I�CY `C; 1 J// Ilu. IjXXX i 1 --4Ca—� / � ? LIMITS OF CLEARING I AND OR GRADING ; I r I ) 't I 1a! 1 1 \ 5 1 ! I I SB_ , ; PROP. INV:=402.00 ,! ,r4 (j 1 a' TOP UFNDAM — 408' p I' — z0 ( C , 2,2 S L (. i . C r 3) T� lu I ` , ,+ 3 � �-j , I a 1. t f r.. n T ,. ..... n.(r.... ............ ....:.. ....... :•..,...e_. a N.. S Fr r# f ,P ¢�� .: _ j+ `\� 11 `•, Y - F`- \ • .. . ,yam_,—_., 1 ' EX. ira>t f f F 4 it 3. PROPOSED PLANTING PLAN IF CONSTRUCTION NOT COMPLETED WITHIN 30 MONTHS OF START DATE. i ,c Jg• /'/ s r ifri f —1 G— LIMITS OF CLEARING I A�lD OR GRADING ' PROP. V_ t i TOP OF\ DAM _ 00 C112) I y 5 I' ) � 1 � u €. �,� rS .�\ar, '#t•�,.. fq dd � axt4aFr� If,rl %/I!l�' � Ii, I �- a t .� :� ., rfk7d�>«C� a ,} s f•s r1 f.:. ` _ ". 4 'rr*•N , ,-, , :. r '� :r ,_ sr,, `gay} li L'. c, �,y �y.,,J •.,1 \ ` 1 'r :. "J' •: FI �i: �x -c 1 : a ,-: , r r}• n ;4 °r rr - 4{*', t//1i.11': �,:�: E:..—___—_.—_.-_._ --- ,J a }� F If R c'' �:a,, .xi r:; 1�"5'1 r'1 r: €J, �•1'":': � faa r / K'. F,: r:':n;lf h.: -` 1'S RC.P ! NI J .. � x }t :r, +�I✓ C3).. S-1 —2 � IN , \ - rQ I EX. V,,/( r / 1 ! 2. PR0P0SED SEDIMENT BASIN CONSTRUCTION AND INTERIM GRADING PLAN. Z+' / • T- r , (4) S ,2 T-4 / 10 / T-4 <3) T-9f I LIi ITS OF CLEARING T-a4ND OR GRADING ' j NN , 4 It J (3) it �• 1 a f I it r tr .,' 494ob- ((' f 1 f �� l S ;- ,yr , � � 4�rh -6 �1�fyi r ,•. '; i � �' `I , L f / 4 1 I is a t r° I ( /`�,,.•: � 4 ' M it � hl `, NNW ._.—, — �._.-.NIi 1 f'3 yr' �'r 7 141 f •�' ,, � \ u { a y , <3)..ram.. .... S a . r "3 y / / EX v "V L f /. , jj 1 i r 4. PROPOSED BASIN AREA RESTORATION PLAN CONSTRUCTION PHASING NARRATIVE THERE ARE FOUR SEDIMENT BASINS THAT ARE TO BE CONSTRUCTED IN ORDER TO PROVIDE EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH STATE STANDARDS AND THE APPROVED PLANS, THE FOUR SEDIMENT BASINS ARE LOCATED ON THE COMMERCIAL PROPERTY LOCATED IN BETWEEN ROUTE 29SOUTH AND THE SUBJECT RESIDENTIAL SITE. FOR EASE OF REFERENCE, THE SEDIMENT BASINS ARE DENOTED SB1, SB2, S133, AND SB4, LABELLED FROM SOUTH TO NORTH. UPON COMPLETION OF CONSTRUCTION, SB1, 2 AND 4 WILL BE REMOVED AND THE AREA RESTORED TO ORGINIAL CONDITIONS AS SHOWN ON THE PLANS. SB3 WILL REMAIN IN PLACE UNTIL SUCH TIME IT IS REMOVED AS PER THE FUTURE COMMERCIAL SITE PLAN. THE FOLLOWING SHALL SUMMARIZE THE PHASED CONSTRUCTOIN OF THE SEDIMENT BASINS: PRIOR TO MASS SITE CLEARING AND GRADING, THE FOUR SEDIMENT BASINS WILL BE INSTALLED. ONLY THE MINIMUM AMOUNT OF CLEARING AND GRADING WILL BE PERFORMED TO INSTALL THE SEDIMENT BASINS AS SHOWN BY THE CLEARING LIMITS ON THE APPROVED PLANS. THE CLEARING LIMITS SHALL BE STAKED IN THE FIELD BY A LICENSED SURVEYOR. NO MORE CLEARING OF TREES WILL BE PERFORMED THAN AS SHOWN ON THE APPROVED PLANS. TREE PROTECTION FENCING WILL BE INSTALLED ALONG THE CLEARING LIMITS AS SHOWN ON THE APPROVED PLANS. THE CONTRACTOR SHALL NOTIFY THE COUNTY INSPECTOR WHEN THE CLEARING IS TO BEGIN AND THIS DATE SHALL CONSTITUTE COMMENCEMENT OF CONSTRUCTION. THIS DATE IS IMPORTANT SINCE ADDITIONAL PLANTINGS WILL BE REQUIRD IF THE SEDIMENT BASIN AREAS HAVE NOT BEEN RESTORED WITHIN 30 MONTHS OF THIS DATE. FOLLOWING INSTALLATION OF THE SEDIMENT BASINS, THE CONTRACTOR SHALL FIRST PERMANENTLY SEED ALL CLEARED AREAS EXCEPT FOR THE WET STORAGE AREA OF THE SEDIMENT BASINS. FOLLOWING SEEDING OPERATIONS, THE CONTRACTOR IS TO INSTALL INTERIM PLANTINGS OF DECIDUOUS AND EVERGREEN TREES AND SHRUBS AS SHOWN ON THE POND DETAIL PLANS ON SHEETS 53A-53D OF THE APPROVED SITE PLAN. REFER TO LANDSCAPE PLAN, SHEETS 52 AND 53 FOR PLANT SPECIFICATIONS. THE PURPOSE OF THE PLANTING IS TO PROVIDE A VISUAL SCREEN BETWEEN ROUTE 29 AND THE ONGOING CONSTRUCTION T N OPER ATIONS. CLEARED AREAS SHALL BE SEEDED WITHIN 14 DAYS OF INITIAL CLEARING. PERMANENT SEEDING SHALL BE COMPLETED IN ACCORDANCE WITH THE VIRGINIA EROSOIN AND SEDIMENT CONTROL HANDBOOK. SEEDING AND PLANTING SHALL BE COMPLETED WITHIN 90 DAYS OF COMMENCEMENT OF CONSTRUCTION. AS CONSTRUCTOIN PROGRESSES, THE CONTRACTOR MAY RECEIVE THE AUTHORIZATION OF THE COUNTY INSPECTOR TO REMOVE THE SEDIMENT BASINS. THIS WILL ONLY OCCUR IF THE CONTRIBUTING UPSTREAM DRAINAGE AREA TO EACH INDIVIDUAL BASIN IS STABILIZED OR PIPED VIA STORM SEWER TO ONE OF TWO PERMANENT STORWATER MANAGEMENT FACILITIES. UPON AUTHORIZATION TO REMOVE THE SEDIMENT BASIN BY THE COUNTY INSPECTOR, THE CONTRACTOR SHALL RESTORE THE SEDIMENT BASIN AREA TO PRE -CONSTRUCTION CONDITIONS, INCLUDING MUCKING OUT THE SEDIMENT AND REGRADING AND REMOVING THE EMBANKMENT AND OUTFALL PIPE IN ACCORDANCE WITH THE RESTORATION- PLAN SHOWN ON SHEETS 53A-53D OF THE SITE PLAN. IN THE EVENT THE SEDIMENT BASINS HAVE NOT BEEN REMOVED WITHIN 30 MONTHS OF THE COMMENCEMENT,, OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADDITIONAL PLANTINGS ON THE COMMERCIAL PROPERTY AS SHOWN ON THE POND DETAIL PLANS ON SHEETS 53A-53D OF THE APPROVED SITE PLAN. ALL PLANTINGS LOCATED ON THE COMMERCIAL PROPERTY SHALL BE INSTALLED AT SUCH TIME THAT THE 30 MONTHS HAS EXPIRED. MAINTENANCE NOTES THE OWNER SHALL BE RESPONSIBLE TO MAINTAIN ALL LANDSCAPING THROUGHOUT CONSTRUCTION. THE OWNER SHALL PERIODICALLY INSPECT THE LANDSCAIPNG AND REPLACE DEAD OR DYING MATERIAL WITH LIKE SPECIES IMMEDIATELY. THE OWNER SHALL PERMANENTLY SEED ALL DISTRUBED AREAS THAT REMAIN DISTURBED FOR MORE THAN 14 DAYS, INCLUDING SEDIMENT BASIN AREA (OUTSIDE OF THE WET STORAGE AREAS) AND UPLAND CUT SLOPES. THE OWNER SHALL MAKE EVERY ATTEMPT TO MAINTAIN THE AREA AROUND THE SEDIMENT BASINS IN A CLEAN, NEAT MANNER. NO STORAGE OF MATERIALS OR CONSTRUCTION VEHICLES WILL BE ALLOWED IN THE VICINITY OF THE SEDIMENT BASINS, IN THE EVENT DEAD OR DYING LANDSCAING MATERIAL IS NOT REPLACED EVEN FOLLOWING A WRITTEN NOTICE TO THE OWNER BY THE COUNTY INSPECTOR STATING THE NEED FOR REPLANTING, THE COUNTY MAY PROCEED WITH REPLANTING AT THE OWNER'S EXPENSE. A LANDSCAPE BOND SHALL BE POSTED FOR ALL LANDSCAPE MATERIALS. THE BOND SHALL BE RETURNED TO THE OWNER FOLLOWING INSPECTION BY THE COUNTY 12 MONTHS FOLLOWING COMPLETION OF CONSTRUCTION TO ENSURE VIABILITY OF PLANTINGS. ALL INSTALLATOIN AND MAINTENANCE OF EROSOIN AND SEDIMENT CONTROL DEVICES, INCLUDING TEMPORARY AND PERMANENT SEEDING SHALL BE IN COMPLIANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. RWSA NOTE: ALL TREES SH ALL BE PLA NTED AT LEAST 10 AWAY FR OM THE EXISTING N RWSA WATERLINE. TEST PITS TO CONFIRM THE LOCATION OF THE WATERLINE AND ENSURE THAT ALL TREES ARE AT LEAST 10' AWAY FROM THE WATERLINE MAY BE REQUIRED BY RWSA DURING CONSTRUCTION. GRAPHIC SCALE 20 0 10 20 40 80 IN FEET 1 inch : 20 ft, 00 00 CN �r NO � o O 0 00 f c O V Lo cl) v, v o -0 � 00 Ln 1 � {� t PL, U � 0o Cr) r — I N � o r� p N Ncq W `cn n N O 1 O'/��w 74 C4 �••,, C`�.Q � 7_+- 00 Uo �h CD CD Lo n cn � x G F- Z w 0 z U) W0 Cn Fes- > Z W : 0 w 0 Q 0 o > w 0 z z ¢ w W 0 0 0 0 0 C) U Q N U N cn cn 0 > Q 0 (n (n 0 W = w w w w x m in > 0 0 0 0 w 0 0 0 0 0 Q Q ¢ Q 4 0 0 0 1 1 I I 0 W N (0 F__ - N to In CAO - 0 ____T z H � A � r) Q z w Y W 00, ®® ®Q JOHN S. MA SIK F-t430, V Lie. 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