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HomeMy WebLinkAboutSUB201500149 Plan - Approved Road Plan and Comps. 2017-06-06GENERAL NOTES OWNERS: MOSS ACQUISITIONS AVINITY ESTATES LLC 6. 321 E MAIN ST 455 SECOND STREET SE, 5TH FLOOR 640 CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 EXISTING CONDITIONS AVON PROPERTIES, LLC LAYOUT PLAN P.O. BOX 1467 PIEDMONT VIRGINIA CHARLOTTESVILLE, VA 22902 DEVELOPER: RI VERBEND DEVELOPMENT, INC. COLLEGE 455 SECOND STREET SE, SU1 TE 400 TRAFFIC, NOTES, & DETAILS CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING ROAD & WATERLINE PROFILES 200 GARRETT ST; SUITE K ROAD & WATERLINE PROFILES CHARLOTTESVILLE, VA 22902 TAX MAP NO.: 09100-00-00-016CO 09100-00-00-016EO SANITARY PROFILES ZONE: PRD ZONE: PRD DRAINAGE AREA PLAN DB 4319 PG 247 DB 4571 PG 88 DRAINAGE PROFILES 09100-00-00-016AO 09100-00-00-01400 DRAINAGE PROFILES ZONE: PRD ZONE. • PRD DRAINAGE CALCULATIONS DB 4571 PG 88 DB 3472 PG 015 TOTAL PROJECT AREA: AVINITY ESTATES DRAINAGE CALCULATIONS 09100-00-00-016CO — 2.472 AC. LANDSCAPING PLAN 09100-00-00--016EO — 4.982 AC. LANDSCAPING DETAILS 09100-00-00-016AO — 4.432 AC. U 0n 11.886 AC. TOTAL ZONING: PRD — PLANNED RESIDENTIAL DEVELOPMENT — ZMA 2013-016 TOPOGRAPHY SURVEY & TOPOGRAPHY PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DATED it LLJ� ° AUGUST, 2013. TOPO FIELD VERIFIED ON DECEMBER 2014. DA TUM: NAD 83 FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID C7 p 51003CO407D & 51003C0426D DATED FEBRUARY 4, 2005. STORMWATER MGM T- STORMWA TER FOR AVINITY ESTATES WILL BE HANDLED BY A PROPOSED STORMWATER MANAGEMENT FACILITY JUST UPLAND OF THE EXISTING SWM POND. ADDITIONAL A WNI TY ESTA 7ES STORMWA TER WILL BE TREA TED BY A SECOND SWM FACILITY AT THE SOUTH OF THE SITE, AND (2) UPLAND DRY SWALES SWM SHALL MEET ALL STATE REGULATIONS REQUIRED WITH THE DEVELOPMENT: FIRE & RESCUE: AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BE A MINIMUM OF 1000 GPM AT 20 PSI. ADD177ONALLY, FIRE HYDRANTS SHALL BE PROVIDED ALONG THE STREETS FOR FIRE FIRE PREVENTION AT A MAXIMUM SPACING OF 500 FT PER TRA VEL WA Y. PROPOSED USES. SINGLE—FA MIL Y A TTA CHED UNI IS & TOWNHOUSE UNI IS SINGLE FAMILY ATTACHED UNITS: 49 TOTAL UNITS (AVINITY ESTATES) TOWNHOUSE UNI IS.- 30 TOTAL UNI IS (A VINITY ES TA IFS) SITE AMENITIES. • CLUBHOUSE/'PAWLION AREA (960 SF MIN) TOT LOT (2,000 SF MIN) DOG PARK (2,325 SF MIN) PASSIVE RECREA77ON AREA (6,000 SF MIN) AC77VE RECREATION GRASS COURTYARD (11,500 SF MIN) NOTE. • TOT LOT TO CONTAIN AT MINIMUM (4) SWINGS, (2) CLIMBERS, (1) SLIDE, (1) WHIRL, AND (2) BENCHES. RIGHT—OF—WAY 2.40 ACRES OPEN SPA CE. 2.31 AC OPEN SPACE (AVINITY 1 2:312 PLATTED) 2.99 AC OPEN SPACE (AVINITY ESTATES) 5.30 f 21.13 AC TOTAL AVINITY I & ESTATES = 25.19 LOTS: 6.21 ACRES SETBACKS: FRONT — 10' MIN (WITH VARIATION SUBMITTED TO THE COUNTY) SIDE — 5' MIN REAR — 10' MIN INTERIOR, 20' MIN WHERE LOTS ARE ADJACENT TO THE PROJECT BOUNDARY CLUBHOUSE/PAVILION — 8' MIN FRONT, 5' MIN SIDE, 10 MIN REAR SETBACKS SHALL INCLUDE A 4' FRONT AND REAR ENCROACHMENT OF ALL SETBACKS WITH PORCHES, EAVES, AND OTHER ARCHITECTURAL ELEMENTS OF THE HOMES SETBACKS SHALL ALSO ALLOW UP TO A 1' SIDE YARD ENCROACHMENT FOR ARCHITECTURAL ELEMENTS AND OVERHANDS, PROVIDED THAT THE ENCROACHMENTS ARE FIRE RATED PER BUILDING DEPARTMENT REQUIREMENTS WHEN BUILDING SEPARATION IS REDUCED FROM 10' SETBACKS WERE APPROVED W177.1 THE BUILDING MODIFICATION WAIVER REQUEST WITH ZMA 201J -016 - BUILDING HEIGHT 35' MAXIMUM HEIGHT PARKING. • EACH PROPOSED LOT SHALL PROVIDE OFF STREET PARKING FOR TWO VEHICLES IN A MINIMUM 18' DEEP DRIVEWAY AND A GARAGE. ADDI RONALL Y, ROADWAYS SHALL ACCOMMODATE OVERFLOW PARKING ON—STREET WITH PARKING ON ONE SIDE ONLY. PHASING: THE PROJECT MAY BE COMPLETED WITH A MAXIMUM OF 4 PHASES AS SHOWN ON THIS ROAD PLAN S7REETS: CURB & GUTTER PRIVATE STREETS 77 -IE ACCESS ROADWAY SHALL BE MAINTAINED BY THE HOA. U77LI77ES. S17E SHALL BE SERVED BY PUBLIC WATER AND SEWER CONSTRUC77ON TRAFFIC: ALL CONS7RUCTION 7RAFFIC FOR THE DEVELOPMENT OF AVINITY ESTATES SHALL ENTER THE SITE' FROM THE EXISTING DRIVEWAY AT ROUTE 20. DENSITY- AWN1TY l: 107 UNI T519.243 AC = 11.58 UNITS/AC AVINITY ESTATES.• 79 UNITS/11.886 AC = 6.65 UNITS/AC LANDSCAPING: ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE OUTSIDE OF THE ROW WITHIN A 5' WIDE LANDSCAPING AND MAINTENANCE EASEMENT AND ALL STREET TREES SHALL BE MAINTAINED BY THE HOA. TRAFFIC GENERA TION: TRIP GENERA TION BASED ON ITE 7RIP GENERA TION MANUAL (87H EDITION) 49 SINGLE FAMILY UNITS (CODE 210) 469 VPD (234.5 ENTER/234.5 EXIT) AM PEAK: 37 VPH (9 EN7ER/28 EXIT) PM PEAK: 49 VPH (31 EN7ER118 EXIT) R 3O TOWNHOME UNITS (CODE 23O) 174 VPD (87 ENTER/87 EXIT) AM PEAK: 13 UPN (2 EN7ER111 EXIT) PM PEAK. 16 VPH (10 ENTER/6 EXIT) TRASH: ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE HOA SHALL PROVIDE TRASH COLLECTION SERVICES RESERVOIR WATERSHED: MOORE'S CREEK WATERSHED AGRICULTURAL—FORESTAL: NONE PLACES OF BURIAL: NONE RETAINING WALL: ALL WALLS AS SHOWN ON THIS PLAN SHEET AND THE GRADING PLAN SHEET SHALL NOT EXCEED 6' IN HEIGHT. SCO SVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 100' NOTES. - 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) THIS PROJECT IS NOT LOCATED WI THIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003C0407D & 51003CO426D ADOPTED FEBRUARY 4, 2005. 3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING SITE WHICH MEETS THE REQUIREMENTS OF SECT70N 4.2.2(b)1 (18-520) 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. TO azmolD MILL CREEK LAKE REYNOVL4 �O MILL CREEK C7�• SOUTH O� L MONTICELLO HIGH SCHOOL ELEMENTARY SCHOOL ROAD PLAN SHEET LIST Sheet Number 6. 1 640 2 EXISTING CONDITIONS 0 LAYOUT PLAN 4 PIEDMONT VIRGINIA 5 COMMUNITY 6 COLLEGE MONTICELLO HIGH SCHOOL ELEMENTARY SCHOOL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 0 LAYOUT PLAN 4 UTILITY PLAN 5 GRADING PLAN 6 SITE UTILITY DETAILS 7 TRAFFIC, NOTES, & DETAILS 8 ROAD & WATERLINE PROFILES 9 ROAD & WATERLINE PROFILES 10 ROAD & WATERLINE PROFILES 11 SANITARY PROFILES 12 SANITARY PROFILES 13 DRAINAGE AREA PLAN 14 DRAINAGE PROFILES 15 DRAINAGE PROFILES 16 DRAINAGE CALCULATIONS 17 DRAINAGE CALCULATIONS 18 DRAINAGE CALCULATIONS 19 LANDSCAPING PLAN 20 LANDSCAPING DETAILS TOTAL 20 PAGES APPROVED by the Albemarle County Community [?evelopment Department Date_ 1 Avinity II Ranee of Residential Uses Townhome Block (min -max) Single Family Attached/Detached (min -max) Proposed Number of Units Avinity 1 6-8 - 7 A 0-20 0-9 8 B 0-30 0-15 15 C 0-30 0-15 14 D 0-34 12-32 27 TOTAL 0-122 12-71 71 1) Within Avinity I, a 24 unit condo building is proposed to be eliminated and in its place, a maximum of (8) townhouse units are proposed. 2) The overall density (number of units) for Avinity I shall decrease from 124 units to 106-108 units with the approval of this rezoning. The original proposed condominium building shall be replaced with (6) - (8) townhouse units. 3) The proposed minimum number of units within Avinity 11 shall be 60 units with a maximum number of 102 units. The density shall range between 5 DU/AC and 10 DU/AC. SCOTT R. COLLINSZ No. 35791 A 10 Ile j1-7 F_ W LU d� V U) u9 itS tti eD tD � h �., CDrl� 00 M n ry tD Uj 06 v w o Uj vw W �z off"" v0 -o z w Lj_v o � CX X ° �v _z 6 J 0 cn Q)0 a JOB NO. o 092Q� C v co o N .Q �_C: �, S NOTED o o, c � D ° T a? o} v sz_ E � LO }— O UjU C .o (� U 0n 6 O z� �s it LLJ� ° a,, U Z C7 p i i 4 R i i • F_ W LU d� V U) u9 itS tti eD tD � h �., CDrl� 00 M n ry tD Uj ��r 06 v w o Uj vw W �z off"" v0 -o z w Lj_v o � CX X ° �v _z 6 J 0 cn Q)0 a JOB NO. o 092Q� C ��r z a v w o Uj cn� z off"" O rn o� Lj_v 0 0 CX X ° �v o cn Q)0 a JOB NO. U 092Q� �0 ° v co o N .Q �_C: �, S NOTED o o, c � D ° T a? o} v sz_ E � LO }— O UjU C .o (� U 0n 6 O z� �s it LLJ� ° a,, U Z C7 p ��r z a '"�. w o H cn� z off"" O rn o� 0 0 LU Q) o cn Q)0 a JOB NO. o 092Q� �U) v co o SC,ALE �_C: �, S NOTED coU D ° SHEET NO. v sz_ X }— O (� 6 O C �s C D Q)-0 E O rn LU cn JOB NO. ° a> 092Q� u o a � v o SC,ALE �_C: �, S NOTED o L. SHEET NO. v sz_ N > }— O L 460" LOT LOT '_/ OT 51 T LO OT E 53 54 LOT 41 Zl Y, ABANDONIJIE IN P ABANDONE IN PLA ' ------ ------- EXISTING SANITARYEXISTING ' ~~ SWM POND SEWERFOR |N|TY| /^ ��|ST|NG Enc�<uNE"'EXISTING MANAGEDSTE�P-SOOP;��TO BEACTEP. 368 PLA T9434ITN,vvEXISTING BUILDING-."ILLE RD. HOLDINGS LIC.- v(T Y P?,�Z.Ft 47�le tV11 kall f 011IX7,5COTTSWILLE HOLDINGLOT IG FRA 7ERNIT�108 PLAT�LOTLOT LOT LOT 783//'-/E�I�TI�G V�A LINE //EXI�TIN_G__SANITAR�'SE RJl 471.3j7TMP b0-35HBOUNDARYf t EXIST-ING PARK�G�OT7MP 90-35DD.B. 4571 Ln XIStMN KAPPA SEA QU�RT�R�yl isOPRgAq, HOLDINGS LLCTMP 90-35BknrYON- EXISTING BUILDINGS 0STRUCTURES WITH LABELED PHOTOGRAPHS. At X _jTHE DEVELOPER SHALL DOCUMENT THEDOCUMENTATION SHALL INCLUDEPHOTOGRAPHS SHOWING ALL SIDES OF,,5ACH5.001CE4_LAN 01� TH SITOHEAS PROVIDED UMENTATIONDHE 485 -14 - CHET IS DOC SHALLBE SUBMITTED to ALBEM,�KLE COUNTY PROPER77 UNDAR� 1\COMMUNITY DEVELOPMENT PRIOR TO Tlj�POWERLINE TO BEREQUEST FOR A DEMOLITION PERMIT FOR ANY I i \�OF THE STRUCTURES.TO BE DEMOLISI�ED41,1'1 oyl W750 1 120TMP 91-16AQ)1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP'.021 NUMBER 51003CO407D & 61 003CO426D ADOPTED FEBRUARY 4, 2005.N6112 47 8 .462. TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY ROUDABUSH GALE &25' ROW 10.77777.7 49 ASSOCIATES. THE TOPOGRAPHY HAS BEEN FIELD VERIFIED IN JUNE, 2014.ozg- C.A. 3. MANAGED STEEP SLOPES EXIST AS SHOWN ON THE PROPERTY.-_ ., : r, 3 "4�E REX. ROW crqIST Nd25' ROW D.B. 317-552 1 \ \ \ 4. NO WPO STREAM BUFFER ON THE SUBJECT PROPERTY./X EXISTIN, 5. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.PHONE _tWAY ND 7EE LOPES TO,�,E qi�16PED AND BEOR Y91 1�A Age" H 0) SCOTT R. COLLINSZ No. 35791 1�tl 1 Rm TOT LOT BY SITE CONCEPTS - MIRACLE RECREATION CONTACT MR. GEORGE NOVEY AT (434) 823-2745 FOR EQUIPMENT INFORMATION "—I `VH 07, V --A COT R. COLLTNS� COD No. 35791 ONAL • • EXISTING WATERLINE ABANDONED IN PLACE TH 0 SCOT R. COLLINS'Z f-� No. 35791 �X_ ,�,N'OIVAL '4W ' • ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, L DCA TE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (J) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DI TCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10 THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO—LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL J874 WHICH AMENDS THE SAFE DRINKING WATER ACT). STEEL 61 114TIL (og mm :NOTE: INSTALL ROL1"ARDS AT 3't ABOVE GROUND, LEVEL WITH ADJACENT 13OLLARA(S) SL 0 SArs a 2y, C -C TVP, •yr�"7A � � 6" DOMED BIOLLARD CAP; F.PW., & MACHINED Jj __ i 04 0TH, A I 1 0.2 DEEP REVEAL FOR REFL,EGTIV'E TAPE. I 44TA"! AAEYER PLATE APTLY REFLECTIVE TAPP IN C'ROOVE i 1 1 I i I 5 BEFORE INSTALLING 1N GROUND. 7 REFLECTIVE TAPE PI -AN SX X55 Y�iR+Y:S PLAN 3M SCAT°CHLITE DIAMOND GRADE Ph1P�T ASPHALT'SERIES 981, WHITE - i.LASS A3 CC4tORETS. •'.- ON CONDIT- -.• 6° SCH. 40 PIPE SECTON B-8 (6.62'x"0) K{NOX BOX COMPATIBLE LOCK PAVERS OR PAVED SURFACE 2. Tiff. COST OF Ot SL -1 IS M LLM M THE COST OF THE StRVCTURE. FEE CASTF�N PLACENLOSRAY1MS 3. hCOE55 VPEt�IG" ARE TO BE: 5TAFtiERED FROM 4t£ SiOE OF 4TRktCTLRiE TO TtE 47lER Vl!£RE APPXMILE. STEPS ARE Tb 4TAGGEREp ACO0R0610LY, `-H#SE ROCK 4, SAFETY SLAB MAY BE CA4Y•+N-PLAAE OR PREC Y. CAST-IN-KACE CAHCRETE TO BE GLASS 63 OM PS14 PIffOA5T OplGRUE IS TO BE A4 (4M P547. RiRF'4RCtNG STEEL 70 BE IN ACCAROMK£ WITR ANSHT'A Nit "15" 0 x 15" DEEP CONCRETE 1 FOUNDATION, USE 50" LONG). CORE DRILL TO CUT AND REMOVE CIRCULAR AREA OF EXIST@NC PAVING iia"O (3.) 3C8' J -BOLTS 12" LONG :NOTE: INSTALL ROL1"ARDS AT 3't ABOVE GROUND, LEVEL WITH ADJACENT 13OLLARA(S) SL 0 SArs a 2y, C -C TVP, •yr�"7A � p(�g RS& C -C TVP. Jj __ i A I TT I 44TA"! AAEYER i 1 1 I i I TT 1 i i i TTi TT PI -AN SX X55 Y�iR+Y:S PLAN ' - t S A3 CONCRETE - i.LASS A3 CC4tORETS. •'.- SECTION A -A SECTON B-8 HarEs R THE STAMNAFD �[Y SAB SS.-0iS TO BE USED ONLY WFffiN SPECFIEO f# 11A11 ON THE bfNtAGE 9UIWX SMEET AYilgi TIffi t7itAMUyiE WREN AR4:" 'i1 3 MW BO3�3 A4I7 DROP 4+fi.Er3 PATH HEROl173 tpiEAT£R TW?1 12 FEET SC CF ADJACENT 5AFE{Y STABS SHAiL BE S7A L2'WTRN 1X1 SAFETY SLAB LOCkT£O 7WiTHN S FEET A�N1T"E' iiPE OF�30F=Dli E7TIC EA SXW 4RF_A7ifR. SAFETY SLABS SHALL ?iM LOCATED BELOW 2. Tiff. COST OF Ot SL -1 IS M LLM M THE COST OF THE StRVCTURE. FEE CASTF�N PLACENLOSRAY1MS 3. hCOE55 VPEt�IG" ARE TO BE: 5TAFtiERED FROM 4t£ SiOE OF 4TRktCTLRiE TO TtE 47lER Vl!£RE APPXMILE. STEPS ARE Tb 4TAGGEREp ACO0R0610LY, f 0 6 BARS R 8" C -C TYP, 4, SAFETY SLAB MAY BE CA4Y•+N-PLAAE OR PREC Y. CAST-IN-KACE CAHCRETE TO BE GLASS 63 OM PS14 PIffOA5T OplGRUE IS TO BE A4 (4M P547. RiRF'4RCtNG STEEL 70 BE IN ACCAROMK£ WITR ANSHT'A Nit Ta" ACCESS OPENNGS NAY BE 30^ WACIER OR 30" SQUARE. WREN STRUOPI)RE WIDTH IS LESS TNAN 30" THE ACCESS (N+FNtlMr �10LL BE RECTAI"AR SSTR%TLft WN BY 50" LONG). TYPICAL PRECAST UNIT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, RUT MANHOLES AND JUNCTION BOXES VIR MA DEPARTMERT Of TRAMSPORTATRON 3O2 SHUT 1 OF 1 I O EV R£.VtSiCN DATE 106,*4 COVER LIFT NOTCH 14 1/2" 1 12 1/2" 2 3/8" ( WATER CAST IRON LID 18" METER! BOX IN 2 z� 18" 6" EX -TENSION s":.;. PIPE SLOT (2 PLACES) NOTES; (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD -10 mE \ E •- Ot r} N E \ E � � W u W� oW w �c OQ m ¢ J� a J u �o J0 U_ U N 0- u�- U_ V3 a vW O O ¢ ¢r <EQ £Lsz � Ci Ago¢ -'t �y ° ^U N M V) H CN E W N uJ 6 W Lc) Q u co W tL Cn J D D o f Q C o \� _ V ' � 0 E LO \U — r r NU N E u E Z \ EE00 u1 [a 0 0_FT 71 Z g ¢ A O iv E 'RIE of °2E �a W tD \ N= 4 to n c0 N 0 h W N N N Q LZ ® 0 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -25 SCOT R. COLLINSZ ,u No. 35791 ���`sIGNAL ERZ I SOFT COPPER i'r.l'xl' TEE NOTE: NO SWEATED FITTINGS a 1111 A• 1 I i/4 BEND P REQUIRE 1" TYPE SOFT COPPER i'r.l'xl' TEE NOTE: NO SWEATED FITTINGS a i/4 BEND P REQUIRE 1" TYPE SOFT COPPER i'r.l'xl' TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE I' TYPE "K' SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. I' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL f -OR USE OP1 ATTACHED SINGLE FAMILY RESICENTIAL SERVICES OR DUAL kESIDENTIAI AND IRRIGATION SERVICES. I' COMPRESSION z 3/4' MALE PIPE COUPLING OR APPROVED EQUAL O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED, GRADE IIETE R BOX COPPERSETTER METER CK AS ESSARY TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 TD -9 Alignment: Access Road Curve Point Data Station Description Station Northing Easting PC: 10+00.000 -38855605.672 -114827346.130 RP: PT: -38855684.105 -114827284.096 PCC: 10+56.945 -38855584.602 -114827294.053 Circular Curve Data Value Parameter Value Parameter Value Delta: 320 37' 37.3853" Type: RIGHT Radius: 100.000 Length: Length: 56.945 Tangent: 29.268 Mid -Ord: 4.026 External: 4.195 1 Chord: 56.179 Course: N 670 58' 18.6289" E Curve Point Data Mid -Ord: 0.856 External: Description Station Northing Easting PCC: 10+56.945 -38855584.602 -114827294.053 RP: 22+62.386 -38855484.999 -114827304.020 PT: 11+45.138 -38855540.691 -114827220.843 Circular Curve Data Value Parameter Value Parameter Value Delta: 50' 28'49.9034" Type: LEFT Radius: 100.100 1 Length: 88.193 Tangent: 47.189 Mid -Ord: 9.557 External: 10.565 Chord: 85.368 Course: N 59' 02'42.3698" E Tangent Data Property, the Owner shall obtain certificates of occupancy for (or make an Affordable Housing Cash Properties, LLC is the owner of Tax Map and Parcel Number 09100-00-00-016F0 and 09100-00-00- Description PT Station Northing Easting Start: 11+45.138 -38855540.691 -114827220.843 End: 11+55.929 -38855531.725 -114827214.840 Tangent Data I Beginning January 1, 2015, the amount of each cash contribution required by Proffers I and 2 Engineering entitled, "Avinity H Planned Residential Development (PRD) Application Plan" and with Parameter Value Parameter Value Length: 10.791 Course: N 330 48' 17.4181" E Curve Point Data Pursuant to Section 3 3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers Description Station Northing Easting PC: 11+55.929 -38855531.725 -114827214.840 RP: "Antrual Percentage Change"). By way of example, the first annual adjustment shall be $20,460.57 x -38855559.543 -114827173.293 PT: 12+17.699 -38855511.155 -114827160.700 Circular Curve Data contribution due, for the immediately preceding year based on the formula contained in this Proffer 3 the Parameter Value Parameter Value Delta: 70' 46'57,4649" Type: RIGHT Radius: 50.000 $20,460,57 per single family detached dwelling unit. and $13,913.18 per single family attached or Length: 61.769 Tangent: 35.522 Mid -Ord: 9.239 External: 11.333 Chord: 57.916 Course: N 690 11' 46.1505" E Tangent Data restricition on sales price or income of the purohaser(s), and such unit shall be counted toward the Description PT Station Northing Easting Start: 12+17.699 -38855511.155 -114827160.700 End: 13+15.523 -38855535.792 -114827066.029 Tangent Data family units shall begin after a building permit for the twelfth (12) market mtennit is obtained. The cash . contributions shall be Thirteen Thousand Nino hundred thirteen and 18/100 Dollars ($13,913.18) cash for Parameter Value Parameter Value Length: 97.824 Course: S 750 24'45.1171" E Curve Point Data ,d issuance of the building permit for each new unit, unless the timing of the payment is otherwise specified Description Station Northing Easting PC: 13+15.523 -38855535.792 -114827066.029 RP: calming speed humps along Avinity Loop. If the HOA does not request speed bumps as provided herein, -38855826.122 -114827141.587 PT: 13+65.524 -38855552.351 -114827018.910 Circular Curve Data . . I Page 3 of 4 Parameter Value Parameter Value Delta: 090 32'58.6053" Type: RIGHT Radius: 300,000 fully satisfied. . I I Length: 50.002 Tangent: 25.059 Mid -Ord: 1.041 External: 1.045 Chord: 49.944 Course: S 70' 38'15.8137" E Tangent Data Description PT Station Northing Easting Start: 13+65.524 -38855552.351 -114827018.910 End: 14+04.756 -38855568.393 -114826983.109 Tangent Data Parameter Value Parameter Value Length: 39.231 Course: S 65' 51'46.5109" E Curve Point Data . y .By: - Description Station Northing Easting PC: 14+04.756 -38855568.393 -114826983.109 RP: . I . -38855458.885 -114826934.039 PCC: 14+31.031 -38855576.438 -114826958.150 Circular Curve Data Parameter Value Parameter Value Delta: 12' 32'44.2583" Type: LEFT Radius: 120.000 Length: 26.276 Tangent: 13.190 Mid -Ord: 0.718 External: 0.723 Chord: 26.223 Course: S 720 08'08.6399" E Curve Point Data Description Station Northing Easting PCC: 14+31.031 -38855576.438 -114826958.150 RP: -38855627.377 -114826968.599 PCC: 14+58.470 -38855588.627 -114826933.922 Circular Curve Data Parameter Value Parameter Value Delta: 30' 14'00.6451" Type: RIGHT Radius: 52.000 Length: 27.439 Tangent: 14.047 Mid -Ord: 1.799 External: 1.864 Chord: 27.122 Course: S 63' 17'30.4467" E Curve Point Data Description Station Northing Easting PCG: 14+58.470 -38855588.627 -114826933.922 RP: -38853310.673 -114824887.319 PT: 15+23.894 -38855631.828 -114826884.792 Circular Curve Data Parameter Value Parameter Value Delta: 01' 1326,6857" Type: LEFT Radius: 3062.297 Length: 65.424 Tangent: 32.713 Mid -Ord: 0.175 External: 0.175 Chord: 65.422 Course: S 48' 40'27.4092" E Tangent Data Description PT Station Northing Easting Start: 15+23.894 -38855631.828 -114826884.792 End: 19+84.206 -38855932.046 -114826535.856 Tangent Data Parameter Value Parameter Value Length: 460.312 Course: S 49' 17'31.2026" E Curve Point Data Description Station Northing Easting PC: 19+84.206 -38855932.046 -114826535.856 RP: -38856083.654 -114826666.296 PT: 20+20.205 -38855957.847 -114826510.821 Circular Curve Data Parameter Value Parameter Value Delta: 100 18'46.7117" Type: RIGHT Radius: 200.000 Length: 35.999 Tangent: 18.048 Mid -Ord: 0.809 External: 0.813 Chord: 35.950 Course: S 44* 08'07.8459" E Tangent Data Description PT Station Northing Easting Start: 20+20205 -38855957.847 -114826510.821 End: 21+10.875 -38856028.332 -114826453.786 Tangent Data Parameter Value Parameter Value Length: 90.670 Course: S 38' 58'44.4893" E Curve Point Data Description Station Northing Easting PC: 21+10.875 -38856028.332 -114826453.786 RP: -114827624.835 -38856279.947 -114826764.737 PT: 21+88.997 -38856093.461 -114826410.868 Circular Curve Data N 280 47' 17,0021" E Parameter Value Parameter Value Delta: 110 11'24.6636" Type: RIGHT Radius: 400.000 PT: 12+52.700 -38855963.377 Length: 78.122 Tangent: 39.186 Mid -Ord: 1.906 External: 1.915 Chord: 77.998 Course: S 33' 23'02A530" E Tangent Data 32.631 Mid -Ord: 0.856 External: Description PT Station Northing Easting Start: 21+88.997 -38856093.461 -114826410.868 End: 22+62.386 -38856158.386 -114826376.653 Tangent Data -114827343.276 Tangent Data Parameter Value Parameter Value Length: 73.389 Course: S 27' 47' '19.8204" E Alignment: BERGEN STREET Description: Tangent Data -114827166.698 Description PT Station Northing Easting Start: 10+00.000 -38856183.093 -114827715,128 End: 11+87.498 -38856018.769 -114827624.835 Tangent Data N 54' 16' 16,4528" W Parameter Value Parameter Value Length: 187.498 Course: N 280 47' 17,0021" E Curve Point Data v , ., � , . Description Station Northing Easting PC: 11+87.498 -38856018.769 -114827624.835 RP: -38856317.824 -114827080.586 PT: 12+52.700 -38855963.377 -114827590.496 Circular Curve Data Value Parameter Value Parameter Value Delta: 060 00'56.8404" Type: RIGHT Radius: 621.000 , I , I � , A �o,: : : � , - , Length: 65.202 Tangent: 32.631 Mid -Ord: 0.856 External: 0.857 Chord: 65.172 Course: N 310 47'45A208" E Tangent Data -114827227.038 Description PT Station Northing Easting Start: 12+52.700 -38855963.377 -114827590.496 End: 16+85.834 -38855607.725 -114827343.276 Tangent Data 5 Parameter Value Parameter Value Length: 433.135 Course: N 340 48' 13.8411" E Alignment: DEGRAW STREET Description: Tangent Data Description PT Station Northing Easting Start: 5+79.349 -38855734.744 -114827166.698 End: 10+49.995 -38855459.911 -114827548.764 Tangent Data ADT Parameter Value Parameter Value Length: 470.646 Course: N 54' 16' 16,4528" W Alignment: HALSEY STREET BE MADE BY THE COUNTY THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF 1. THE LATEST EDITION OF 77 -IE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE Description: 4 J 4 Tangent Data v , ., � , . Description PT Station Northing Easting Start: 10+00.000 -38856007.459 -1148278110.497 End: 16+27.826 -38856309.802 -114827260.266 Tangent Data . 6.3 2 Parameter Value Parameter Value Length: 627.826 Course: S 61' 12'42.9992" E Alignment: MOFFAT COURT 4 Description: , I , I � , A �o,: : : � , - , Tangent Data shall meati any unit affordable to households witl incomes less than eighty percent (80%) of the area Description PT Station Northing Easting Start: 10+00.000 -38856376.409 -114827296.866 End: 11+45.000 -38856249.330 -114827227.038 Tangent Data 4 Parameter Value Parameter Value Length: 145.000 Course: N 280 47" 16.9987" E Alignment: MONTAGUE STREET Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 -38856199.161 -114827461.620 End: 10+61.529 -38856145.237 -114827431.989 Tangent Data Parameter Value Parameter Value Length: 61.529 Course: N 280 47' 16.9987 E Curve Point Data Description Station Northing Easting PC: 10+61.529 -38856145.237 -114827431.989 RP: -38855904.452 -114827870.193 PCC: 11 +05.183 -38856106.110 -114827412.663 Circular Curve Data Parameter Value Parameter Value Delta: 050 00'08.5038" Type: LEFT Radius: 500.000 Length: 43.654 Tangent: 21.841 Mid -Ord: 0.476 External: 0.477 Chord: 43.640 Course: N 26' 17'12.7470" E Curve Point Data Description Station Northing Easting PCC: 11+05.183 -38856106.110 -114827412.663 RP: -38856324.708 -114826916.700 PT: 12+09.397 -38856015.362 -114827361.750 Circular Curve Data Parameter Value Parameter Value Delta: 110 01' 00.2036" Type: RIGHT Radius: 542.000 Length: 104.215 Tangent: 52,268 Mid -Ord: 2.503 External: 2.514 Chord: 104.054 Course: N 29' 17'38.5968" E Tangent Data Description PT Station Northing Easting Start: 12+09.397 -38856015.362 -114827361.750 End: 16+18.292 -38855679.608 -114827128.374 Tangent Data Parameter Value Parameter Value Length: 408.895 Course: N 340 48'08,1405" E Table 4: PavementDosign (VDOT Pavement Design G,Uide) I GENERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES I Pavement Design 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL GAD/NG IT= 1.0 Location I � ADT IFICV Deskn CBR ssv , pr:, .. ., BE MADE BY THE COUNTY THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF 1. THE LATEST EDITION OF 77 -IE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE COMMUNITY DEVELOPMENT (296-58J2) 48 HOURS IN ADVANCE OF THE START OF STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL 4 J 4 .0 0.6, v , ., � , . ADT M4-25 3 I I Degraw Street I � 632 0 - . 6.3 2 ,5 4 . , i 3. , . ; - CONSTRUCTION. GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, 21A 1 4 O 6 - , I , I � , A �o,: : : � , - , shall meati any unit affordable to households witl incomes less than eighty percent (80%) of the area '-- : 111 77 -JE CONTRACTOR SHALL HAVE COR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED Bergen street 30 0 108 5 4 111, 01 � Wnta Street I 296 0 296 5 4 1, t� 6� FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH (J) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUI TABLE MATERIAL TO THE SA TISFA C 77ON OF THE ENGINEER. . .gue 6 ........................ I 0�6 I'll , . 6_94.�,,: I , �! , . 1 _444 within the Property, the then -current Ownerlbuilder shall obtain certificates of occupancy for (or make an SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR 77 -IE HalseyStreet 27.1 0 271 5 4 1 I I I DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES Moffat Goirt .... I 1 3 1 8 I 11 I 0 38 1 .1 15 1 11 �4 11 RESULTS FOR APPROVAL. AT ROAD INTERSECTIONS SHALL BE REMOVED. I J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WI THIN THE PUBLIC A All VEGETA 770N AND /')IArPP//Pnr'A1 TO BE PP-A.4nI19-n 9-PnA.4 qf4f)111r)9'P TO q14n111nF'R Fmiergency Access T Lane Doign, shall tweet or exceed.RoiUe. -20 Section I I I - . RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL PRIOR TO THE CONSTRUCTION OF 774E SUBGRADE, Access Road - Paved Portion - DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE ORA I I I I - I ­­ I NA 7URAL WA TERCOURSE.Access Road - Gravel Portion 4. GUARDRAIL LOCA 77ONS ARE APPROXIMATE: EXACT LENG774, LOCATION AND APPROPRIATE DRIa1NAGE Note-. Contractor to bore any existing pavement being utilized and END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL 1. ALL PIPE CUL VER IS, EXCEPT PRI VA TE EN IRA NCES, SHOWN HEREON ARE TO BE ROP WITH11 . GUARDRAIL MA Y BE REQUIRED A T LOCA 77ONS NOT SHOWN WHEN, IN THE OPINION OF A MINIMUM COVER OF ONE (1) FOOT: and are in accordance with their standar s. � I .. THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY WHEN GUARDRAIL IS 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON ja 11/ . I I I REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. � / . I PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH 11 1� I 1 I INCREASED TO SEVEN (7) FEET AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN I ,/> 1 5. WHERE URBAN CROSS SEC770NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ACCORDANCE WITH 77 -IE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). OTHERWISE N07ED ON PLANS. �11 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE '_� SHALL CONFORM TO VDOT STANDARD PE -1. ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER 1 , , '1� I 11�� I 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WDTH AND DITCH COURSE. '_� I , , 0• SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE S7RIC71Y PA VEMEN T , "-- _�,, I , 1 ADHERED TO. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT 11, '�� 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE 11-1 VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED, RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. METHOD OF CORRECRON. e � � 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA 2. SUBGRADE MUST BE APPROVED BY 7HE-ENGINEER FOR GRADE, TEMPLATE AND 11 , MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD COMPACTION BEFORE BASE IS PLACED. , : NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL I-, 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED I KIX*X� BY 77-/E DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, MEETS REQUIRED GRADATION FOR TYPE /, /1, OR N PRIOR TO PLACING AGGREGATE BASE. I ��,, 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT ` . THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. : . . . . . ���� :: 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE THE INTERMEDIATE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF THE - ;::� .:.. AGGREGATE BASE. IN 7HE EVENT THAT THE INTERMEDIATE COURSE IS APPLIED PRIOR TO 60 / -.'V . DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. �... K- 11"l, I � I I DAYS OR MORE AFTER COMPLETION OF INSTALLA77ON OF THE AGGREGATE BASE, THE PUGMILL .1 I 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE REQUIREMENT WILL APPLY / �, - I", / / SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. / i ,� - :::::... - � ��i SHOWN ON IRE ROAD PROFILES. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON I �: - -, ERS AND CULVERTS �!X '-�' IJ. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEW W BEFORE SURFACE TREATMENT IS APPLIED. 01// , !'�`i� THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE DEO Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT C:�, , M - INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WIN VDOT'S VIDEO CAMERA (PRIME COAT RC -250 0 0.3 GAL./SQ. ?D.).__� _ I I ;K INSPEC77ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE }MIH CURRENT VIRGINIA / I I ... DEPAR774ENT OF TRANSPORTAT70N SPECIFICATIONSI / / / 11 ":>:,1:1 � , 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO AL�3E'11IARLE COT NT NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE S77?UCTURES SPECIFICALLY AUTHORIZED BY NOTES I PERMIT ISSUED BY VIRGINIA DEPAR7MENT OF TRANSPORTA77ON MAY BE LOCATED W'__7THIN \ 1\ ANY EXISTING 011011/' Q11'LJT_f_)r_WAY, INCLUDING THE STREETS RIGHT OF WAY \ a,...4.� I J. PRIOR TO /J/VT L,U1V..)J/TUL,11L//V VY11r711V CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION NDOT). THIS PLAN AS DRAWN MAY NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA 77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. 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 J.• 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MA Y BE REQUIRED WHEN IN 77 -IE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z 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 W. 9, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). IN;; I W42,11 ...... F�'11111!i -14 NTS --V EX/Sr.W, _\ F_VST aTOUA I I 7'rP1G:4.b .effJVA7:6' &')71WZ'T ZZE,71Uff DEOR,4K STREET, ,6ZR6!,-X STREET, ,Y0jVT_4,-[1E STREET, H_4_ZS_'1-_r S_PR,4&T & 1ff0FT4T COURT AMAZVO ONE SIDE ONLY NOTES: NOT TO S0,4Z_F 1. SEE PAVEMENT DESIGN CHART TO THE RIGHT FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET 3 FOR NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. C, 4. -_�_ Va ___Oasr� GROUND - - , - - _\ WMWAY EXIST. BOUND -12-20 DUST GROUND -20'ACCEW E456AEN - TYPICAL ff%T)VT.ff6T.46rESS SAMOW /0-/-00 TO 12-1-21.` TRA VELKAY 20' Xfpz PAYED 27. SUPER=VATf0ff DOWN ,TO RICHT 12121 TO 13-k58.- A70 CROSS SLOPE 1 13158 To 227,66.- SUPff.R_RLTVAT,T0jVDOWN TO LEFT AM= P_R1VZ#'_4Y SH-4LZ BE 12' XZOE FROM STS. 16150 To STA. 187,50 AJVO STA 21150 TO STA 22100 NOT TO SCALE 4$A h a I Base b a - SM:9.5 : 1 9.5 1.5 SM -9.5 1-5 - - $M9.5 ,I 5 1 � .11 Si4•I9.5 1-5 SM9.5 3 I � SNI 9:5 2 I I with NTDOT on upgrades to I I h . A. 125 � BM�25 , 13 115 I 121B 11 5 0.6 , J, ": - ,_ _5 �._ ... - _._ 7.25 RM -25 3 2_15 12 I A 4 J 4 .0 0.6, v , ., � , . 225 M4-25 3 2,15 218 4 0.6Wo, � :.. 1.1,11 ---- 225 BM -25 I I 3: ­ 11 21 5 1 � � . � 21A 1 4 O 6 - , I , I � , A �o,: : : � , - , shall meati any unit affordable to households witl incomes less than eighty percent (80%) of the area County prior to obtaining a certificate of occupancy for the unit(s) that were originally planned to be, 2:15 21A 5 0-6 W 2.25 BM - 25 , 6 ' 115 21A 8 O�6 , , 1� 4�, -, - '' � - , - - a . " , �. 0 � 1.67 BM�25 0 215 21A 1 6 ........................ I 0�6 I'll , . 6_94.�,,: I , �! , . 13.453 acres to be rezoned from R-1 & PRD to PRD. . I 1 ' within the Property, the then -current Ownerlbuilder shall obtain certificates of occupancy for (or make an 1.15 21A 8 I 0_� �:4 �89 vtric designstandards. to ensure the above: specifications are met SURFACE COURSE 11111111111110HIRM If 11111111111111 INTERMEDIATE COURSE I , B , EGATE 04 * "I 5"-B" COMPACTED AGGRE -�, . -1010 - 0 0 441. % W. V . ,WV I ASE OUROA CSE, VDT #21 i �1_* 00 -Al i . :1 , _* - R i. OR #21B DEPENDING ON i IN i I ULTIMATE TRAFFIC LIMITS j, � -0.0, .�W_P_R AND UNDERDRAINS 1, - - COMPACTED ,- - '\VDOT #57,#68, OR #78 0 STANDARD CG -6 STONE BASE UNDER CURB ASPHALT PAVING - ROADS CURB & GUTTER & CHECKED BY VDOT CHARTNO SCALE: SEE ABOVE FOR MINIMUM DEPTHS NO SCALE PRIOR TO PAVING AND/OR JOB NO, BACKFILLING. 092033 V) 0 0 9) -, Original Proffers X . _ ' I 2. Affqr&hLe_H&ujMg. for -sale Affordable Dwelling Units, the Housing Officeinforms the then -current Owner in writing that it I . . . may not have a qualified purchaser for one or more of the for -sale Affordable Dwelling Units at the time October 30, 2014 I The Owner shall provide affordable housing equivalent to fifteen percent (15°!°) 'of the total that the then -current Ownerlbui1der expects the units to be completed and that the Housing Office will 11 ' PROFFER STATEWNT residential units constructed on the Property. The Owner or its successors in interest reserve the right to instead accept a cash contribution to the Housing Office to support aff6rdable, housing prograrnsin, the j I meet the affordable housing objective through a variety of housing types, or through cash contributions, amount of Twenty-one Thousand One Hundred Twenty -Five Dollars ($21,125.00) in lieu of each � . . I ZMA Not 2013-016 Avinity 11 as more the purposes of this Proffer 2, "Affordable Dwelling Unit" , Affordable Dwelling Unit(s), then the then -current Owner/builder shall pay such cash contribution to the 1 i shall meati any unit affordable to households witl incomes less than eighty percent (80%) of the area County prior to obtaining a certificate of occupancy for the unit(s) that were originally planned to be, Tax Map and Parcel Number(s): 09100-00-00-016A0, 09100-00-00-016CO3 09100-00-00-01GE0, and median income (as determined from time to time by the Albemarle County Office of Housing) such that Affordable dwelling Units, and the then -current Owner/builder shall have the right to sell the unit(s) � portion of 09100-00-00-01400. housing costs ccousisting of principal, interest, real estate taxes and homeowners insurance (PIT]) do not without any -restriction on sales price or income ofthe purchaser(s). , . . exceed thirty percent (30%) of the gross household income; provided, however, that in no event shall the '. Owner(s) of Record: Wallace B. Hughes; Moss Acquisitions, LLC; and Avon Properties, LLC selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia - C -Prior to, the issuance of the forty-eighth (48') building permit for a market rate dwelling unit . I Housing Development Authority (VHDA) maximum sales pricelloan limit for first-time homebuyer within the Property, the then -current Owner/builder shall obtain certificates of occupancy for (or make an Date ofProffer Signature: October 3O,2014 I programs at tine beginning of the 180 -day period referenced in Proffer 2(A)(1) hereof (the 11VHDA Affordable Housing Credit Payment on account of) seven (7) Affordable Dwelling Units within the Limit"). I I - . Property. Prior to the issuance of the ninety-sixth (96th) building permit for a market rate dwelling unit 13.453 acres to be rezoned from R-1 & PRD to PRD. . I 1 ' within the Property, the then -current Ownerlbuilder shall obtain certificates of occupancy for (or make an I A. For -Sale Affbrdple'DviellmZjLnits. The Owner may meet the 150/'o affordableAffordable Housing Cash Payment on account of) seven (7) additional Affordable Dwelling Units within I Wallace B. Hughes Is the owner of Tax Map and Parcel Number 09100-00-00-016A0, M,,, housing objective by constructing all or a portion of the Affordable Dwelling Units, The Owner shall the Property. Prior to the issuance of the final building permit for a market rate dwelling unit within the Acquisitions, LLC is the owner of Tax Map and Parcel Number 09100-00-00-01600; and Avon impose by contract the responsibility herein of constructing and selling the Affordable Dwelling Units to Property, the Owner shall obtain certificates of occupancy for (or make an Affordable Housing Cash Properties, LLC is the owner of Tax Map and Parcel Number 09100-00-00-016F0 and 09100-00-00- any subsequent owner or developer of the Property (or any portion thereof}. Such subsequent owner(s) Payment on account of) all of the remaining required Affordable Dwelling Units within the Property. 0140, a portion of which is subject to this zoning map amendment; all the owners of such parcels are and/or developer(s) shall succeed to the obligations of the Owner under this Proffer 2; and the term referred toherein, collectively as the "Owner" and the parcels are referred to herein collectively as the "Owiief'sball refer to suoh subsequent owner(s) and/or developer(s), as applicable. 3. Cost index. . I I "Property;' The Property is the subject of the rezoning applicatior,ZMA 2013-016, for a project to be known as "Avinity 11" (the "Project"), which includes an application plan prepared by Collins I ea _ (1) Rale of Housing Office. All purchasers of the for -sale Affordable Dwelling I Beginning January 1, 2015, the amount of each cash contribution required by Proffers I and 2 Engineering entitled, "Avinity H Planned Residential Development (PRD) Application Plan" and with Units ,,shall be approved by the Albemarle County Housing Office or its designee (the "Housing shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year latest revision date ofOotober 13, 2014 (the "Application Plw').Office"'). At the proposed time of construction of any Affordable Dwelling Unit,the Owner shall in the Marshall and Swift Building Cost Index ("MSI"). The annual adjustment shall be made by ' . provide the Housing Office a period of one hundred eighty (I 80) days to identify and approve ail multiplying the proffered cash contribution amount due for the preceding year by a fraction, the Pursuant to Section 3 3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers cligiblie purchaser for such affordable unit. The 180 -day qualification period shall commence numerator of which shall be the. MSI as of December I in the preceding calendar year, the denominator of the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district, upon YA,rittea notice from the Owner to the Housing Office of the approximate date the Unit is which shall be the MSI as of December I in the year preceding the calendar year most recently ended (the identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner expectied to receive a certificate of occupancy from the County (the "Notice"). Such Notice shall "Antrual Percentage Change"). By way of example, the first annual adjustment shall be $20,460.57 x acknowledges that the conditions are reasonable. I I . be givren no more than ninety (90) days prior to the expected issuance of the certificate of '2015 MSI/2014 MSI. Each annual adjustment shall be based on the amount of the proffered cash I occupaincy, and the 180 -day approval period shall Wend no less then ninety (90) days after the contribution due, for the immediately preceding year based on the formula contained in this Proffer 3 the 1. I . issuance of the certificate of occupancy. Nothing in this Proffer 2 shall prohibit the Housing amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), I Office- from providing the Owner with information on income eligibility sufficient for the Owner provided, however, in no event shall the cash contribution amount t paid by the Owner be less than The Owner contribute I cash on a per "market -rate" dwelling unit basis in excess of the to identify eligible purchasers of Affordable Dwelling Units for approval by the Housing Office. $20,460,57 per single family detached dwelling unit. and $13,913.18 per single family attached or ,-hall number of units that are allowed by right under the zoning in existence at the time of this zoning map If, duvhig the 180 -day qualification period, (i) the Housing Office fails to approve a qualified townhouse dwelling unit under Proffer I or $21,125.00 per Affordable Dwelling Unit under Proffer 2 the amendment for the purposes of addressing the fiscal impacts of development on the County's public purchaser, or (ii) a qualified purchaser fails to execute a purchase contract for an Affordable "Minimum Cash Contribution"). The Annual Percentage Change shall be calculated each year using the facilities , d infia3tructure, i.e., schools, public safety, libraries, parks and transportation. For the I Dwelifing Unit, then, in either case, the Owner shall have the right to sell the Unit without say Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, - purposes of this Proffer 1, the number of units allowed by right under the applicable zoning is twelve restricition on sales price or income of the purohaser(s), and such unit shall be counted toward the the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash (12), A "market rate" unit is any unit in the Project that is not considered an Affordable Dwelling Unii I satisfiuctimi of this Proffer 2, This Proffer 2 shall apply only to the first We of each of the for- contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly I as defined in Proffer 2.The cash contributions shall be Twenty Thousand, Four Hundred Sixty and sale Aabrilable Dwelling Units. For the purposes of this Proffer 2, such Affordable Dwelling Units shall be deemed to have been provided when the subsequent Owner/builder provides adjusted each year, . . . 57/100 Dollars ($20,460.57) cash for each single family detached dwelling unit other,than an Affordable Dwelling Unit within the Project. In other words, the cash contributions for the "market rate' single I writtem notice to the Albemarle County Office of Housing or its designee that the unit(s) will be. . I I I 4. Road Improvements. 1. � I . . family units shall begin after a building permit for the twelfth (12) market mtennit is obtained. The cash . contributions shall be Thirteen Thousand Nino hundred thirteen and 18/100 Dollars ($13,913.18) cash for ayailalble for sale. . - I . . � ' ., . HON'), and so long as such request If requested by the Avinity Home Owner's Association, (", each single family attached or townhouse dwelling � unit, other than an Affordable Dwelling Unit within (2) Jm,ckw& Each subdivision plat and site plan for land within the Property shall: i) designate meets all requirements of applicable health and safety rules or regulations of the County and its the Project qualifying as such under Proffer 1 The cash contribution shall be paid at the time of the the lot, or unfits as applicable, that will constitute Affordable Dwelling Units within such subdivision emergency response agencies, the Owner shall install traffic calming, speed humps or raised cross - ,d issuance of the building permit for each new unit, unless the timing of the payment is otherwise specified plat or site plan and ii) contain a running talley of the Affordable Dwelling Units either constructedorstructed o I r Cou�but­d fair under this Proffer 2. walks) in up to four (4) locations along Avinity Loop, generally in the areas shown on the Application � Plan, The Avinity HOA shall have two (2) years from the issuance of the forty-eighth (48th) building by state law. . � 11 1. I . pernift for a market rate dwelling unit within the Property to. request that the Owner install such traffic . . . B. Cash In Lieu ofComitructing Affordable Dwelling Units. If at any time prior to the calming speed humps along Avinity Loop. If the HOA does not request speed bumps as provided herein, . I . County's approval of any initial site plan or subdivision plat for the Property which includes one or more within (2) years of the issuance of the forty-eighth (48th) building permit for a market rate dwelling unit Page I of I Page 2 of . I . . . . I Page 3 of 4 . within the Property, the Owner shall be relieved of installing speed bumps, and this Proffer 4 shall be within the Property, the Owner shall be relieved of installing speed bumps, and this Proffer 4 shall be fully satisfied, fully satisfied. . I I This Proffer Statement may be executed in any number of counterparts, each of which shall be an original. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one Mid the same instrument. . I and all of which together shall constitute but one and the same instrument. (VARIABLE WIDTH) . wn'NESS the following signatures: . I . WITNESS The following signatures: . . I - OWNER: I OWNER: I . I Moss Acquisitions, LLC, a Virginia limited liability company Moss Acquisitions, LLC, a Virginia limited liability company . C 4" CONC. C..:. O.. ,(_ ,, . y .By: - II I R, Coran Capsbaw, President . Alan R. Taylor, Manager . ,N '... , . I . I . 4" 21-A STONE BASE I , . I Wallace B. Hughes . . I . I . , Wallace B. Hughes . CONCRETE SIDEWALK I . . I . . I - Rv! /51�1_11� xl�, ,�y ,/-<,�?�,//"< NO SCALE -J,: Wallace B. Hughes Avon Properties, LLC, a Virginia limited liability company ' By: . K Coran Capshaw, President . - Wallace B:Hughes / /_/*; . 1) y I - in Properties, LLC, a Virginia limited liability company By: - Alan R. Taylor, Manager . 0 1� �_ ' � P � - " - i 1��11 SCOT R. COLLINSZ P-4 No. 35791 ,1� �0 vtulll Aul , " �&_r01VAL 0' --- I'& � V�wl "o LU __ __ -1 , ;��r � 1�� __ !� (:,) rl� 00 1`11 " " -4 -I r� 1-4 I- R 1A Z - ,In U-1 -a () 0 C C� M 41. a- In .P L= 0 Q) JOB NO, 0 > U) 0 092033 V) 0 0 9) -, -10 - I= SCALE 0 y AS NOTED 2 -2 CL a- � SHEET NO.� in 0_ -7 (o Q) >, 111111-1 "o LU __ __ -1 , ;��r � 1�� __ !� (:,) rl� 00 1`11 " " -4 -I r� 1-4 I- R 1A Z - ,In U-1 -a () 0 C C� M 41. a- In .P L= 0 Q) JOB NO, 0 > U) 0 092033 V) 0 0 9) -, -10 - I= SCALE 0 y AS NOTED 2 -2 CL a- � SHEET NO.� in 0_ -7 (o Q) >, 01 O O un O LO NO TES: 1. + Ln OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES LOW PT STA: 8+17.50 MUST ,BE PROVIDED. ,+n LOW PT ELEV: 524.05 II HIGH PT STA: 5+95.74 PVI STA:8+00.00 UNIFORM LAYERS NOT MORE THAN 8 INCHES IN c HIGH PT ELEV: 536.42 PVI ELEV: 524.83 Q O f- O PVI STA: 6+33.24 K:17.30 00 U' PVI ELEV: 535.67 LVC: 35.00 LOW PT STA: 8+95.46 4. � w'�' co BVCS: 7+82.50 w K. 16 66 BVCE: 525.97 LOW PT ELEV: 522.30 m � � m LVC: 75.00 PVI STA: 9+00.00 SVCS: 5-;-95.74 E\/CS: 8+17.50 �i MINIMUM I' OF VERTICAL SEPARATION FROM STORM 0 a SEWER' & WAL AND 1.5' OF SEPARATION BETWEEN WAL & ' w '� II > I BVE: EV 5 6.42 S: 6 70.74 i I S. VCE: S 524.0 ' D=871 ( i K:17.41 I ! LVC:165.00 1 ! I i ! ( f f ! f ( Q Iz > W � w ! 540 ----- 540 J I EV E: 5.31.3.23 (_- j 570 I ! N SSD 119 SSD =277' ' o 6 io co I i W ----- - II I ------------ - .... --- m I -- j -- - --.. _... _----- ..._ ....._ j -Ld I -- ffl iI ! -. L ----- - EXIONG VE RTICA CURV !N lco I -- f ---- �- I _ > _ m I -- > w - i --- - - - ....... _ .....- 0 - ..-...._..... - - - - - --- - - ---- +6 - --- - I ---------- .._. _... -- -- -- u� - - --- - - - o� _ - ------- - - -- - --- --- -- Na - - -- - I 1 - oO� 565 j � 8 x8 -.=r ! 8° WMT I- i ' 535 . . . ~ t6 � "' t j ry w tii v, • + • Itil v LL i ' ^. I I - ! 8"x�" G.V. TEE 535 �`� �_ -, T ! - W �' Lu -- F _j > ----- 545 > 8'� WAT -I STM 1.89' 8" WAT I !F.H.A. f E -, 1 t _T Lu,I z mm, ��' 560 - STM + ! I ! ! \\I _ � W (X� I i ! i ! !( l , i 540 560 i I 43 _.. _.. - i - --- ---- 55 10 LO I - t ! ! I SII. LO �- 540 -90 BENDI I I 1 I, CAP i + 1 ,. m! r ( j ;STA 10� ;ELEV. 152 D.I- i I-6" / ! k- 528.6 530 I _- I 12 ' \ Q I z F! ! I i i -_ _ _ . 1 RC _..._ .. 8-s Mi .... .... 1 530 \ . ....___-.._+__....._......_.. .... ._... .__. _... ...._.__..,I., { 535 11-6" „ G. V. I WAT STM Ig _.. __--_ ...____ LO I \ { EXISTING I (NaT An PAR 10+00.i '-. ___..__-... .. ............. ..............___._1 / 821 555 V, i ! I I I 8"x8" TEE ! ! I,H.A. ! 8%6" TEE ! I ! V 525.39 LOW PTI VI STA,.15+ 528.8 8.90 555 - 7 /� + + i I E V: 5 1.81 a i 1.33' -STM i ! VDCT STD! j I / { I j ! j 525 \ 22� K LV 17.00 :119.00 CD 1 vaoT sTD. I ' 530 U-)1 525 ! I 8., A�} ! VDOTj STD. f = Ln LOW RPT STA: 9+ 7.50 > j I I I i CD -2'; -+-- ---I 23 LOW -RV RPT EL V: 5214.72 ->0 O v ry u UL E -Q-1 o�iCo � _..i .. _........_._. c(n --- - -- ( I - - _.. - \ i I (-yam A:-0 CJIS f ! 520 I ? ® ! 8 CL 52 D WATERLI I. E I ! 5.flfl f I 3.18' 1 \ WAT l i - r I } PVILEV:S K: 25 00 7.85 520 --- -- ! I WAT I I 522 z I ! I I L { _ _....-_.. i _ .__.. -STM _f.._ w u� ( 522 I BVCSI: 9+817.50 __�� I j > Liw LL > IC!LO I z/ Q.--- w W _-Ln 00 BVCE +TC2 N d� LO� LO t7C)U n� j LO LOw I u- .z .o._ -- ° - --- i -- ._...... __.._. _ ._ - - - ! - - U ---- --- „ �- --I ._.._... - ---- --... }-- - - -- ! _-EVCS EVCEF _____Tl 534. 0 0 ......... ---- - - 51 5 °� ©� U I i ' - I ; I © - EX /CL. ! D. -WATER X52 INE i EXISTING R ADWAY CURVE 515 2-8' G.V. i u' !� 8'x8" TEE , 1 8„x8" TEE ¢w ; 10C %off cn_' I -- � ---- ------ ------------------ U 540 I � - i � I i k I \ I 510 540 ( [ !Lu i o �zW a Q>� 1 ! 510 l O - LO - co - IujI _ I 508zt�-' i I i j_z�a ! i > i 508 � - uj W Lw O 6> r0 N a r. PO Imo, r� `� I'- rn uj Cn � l-- O uo r � � � , - CQ I7 ca co oc3 00 co ( i 3 i W I I LO cij co r.) tf� d Co n _. r7 CO � N IN �i m N ceJ �_ cel N N N LO r i N N uS N CO U') LO tf7 L LO LOLO u LO 1 i I 5+50 6+00 6+50 7• HIGH PT STA: 11+22.29 LOW PT STA: 10+17.50 HIGH PT ELEV: 552.58 LOW PT ELEV: 550.81 PVI STA:11+25.00 PVI STA:10+17.50 PVI ELEV: 552.91 PVI ELEV: 550.76 K:13.65 v. ? �n LVC: 60.00 HIGH PT STA: 12+72.72 HIGH PT ELEV: 549.37 10+00 10+5u 11+uu 11+3v I t+vu LVC: 10.00 O� O NO TES: 1. ALL STORM PIPE SHALL BE CLASS 111 RCP UNLESS NOTED Ln OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES N K: 38.42 MUST ,BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE VCS: EVC 555 UNIFORM LAYERS NOT MORE THAN 8 INCHES IN j THI CKMESS BEFORE COMPA C TION OVER THE ENTIRE o R0AD5?ED AREA IN ACCORDANCE WITH VDOT 2007 ROAD ! v > AND BRIDGE SPECIFICATION 303.04. J. ALL FRILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER cv SANI TA1 R Y SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM 0 a SEWER' & WAL AND 1.5' OF SEPARATION BETWEEN WAL & ff SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS --1 INLET SHAPING REQUIRED ON ALL STORM 555 STRUCTURES. S. VDOT STD SL- I SAFETY SLAB REQUIRED WHERE DROP �) GREATER THAN 12' (NO SL -1 ON SANITARY MHS), 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN I POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL � o a CONDITIONS, WHICH WILL BE TESTED AND INSPECTED CD- _ DURING THE CONSTRUCTION PROCESS. ! LVC: 10.00 O� O SSD -275' O Q 1' vi J I t1. 1 .../T PVI ELEV: 548.17 EVCS: 10+12.50 Ln N L(i�f3 N K: 38.42 BVCE. 550.86 0-)>n + VCS: EVC 555 10+22.50 550.86 j i o . , i ! ! ! v > �i ! SCALE co SSD1465° cv o Q) 1 }c SHEET NO. 0 a i ff Lu 555 T � a a 57o w� �) w I i � o a N CD- _ U ! ! ----- -- z --- --- ----- ! 570 I ! N I .06` W ----- - II I ------------ - .... --- m I -- j -- - --.. _... _----- ..._ ....._ - - f -- -.. -- ffl .. -..._............1.._..._ -. L ----- - 550 ---- i 1 -- _ !-a I -- f ---- �- I _ > _ m 565 -- > w - i --- -- '2 ' 3q -_ i ! ( -- w 550 I 2-8 G. V. I 1 565 � 8 x8 -.=r ! 8° WMT I- i ' . . . ~ t6 � "' t • + • 5 45 LL i -- - STM _1-61"�- I I - ! 8"x�" G.V. TEE ! _ �`� �_ -, T ! - W �' Lu -- ------ ----- 545 J 8'� WAT -I STM 1.89' 8" WAT I !F.H.A. f ( -, - ui i ( 560 - STM + ! I ! 1. 5' VAT - \\I _ k 1 i i I _ Lo r 540 560 i I 43 I ! + I ARV- 55 - TM ! i ! ! o I LO �- 540 CAP " CL. 152 D.I- i I-6" C.V. k- 535 _- I „ 8 8.--0., _.. -_ _ _ . _W_Al RC _..._ .. 8-s Mi .... .... 1 ._' _. .... ... _-8"x-&" \ . ....___-.._+__....._......_.. .... ._... .__. _... ...._.__..,I., .. 535 _ _,..__ .-(..... _.._-._. ._...._. r _ ..........1...`...._.... _.. __--_ ...____ LO PT _......... _._fLEV: .._..._.._........ TA:1 _._..___._... +18.4G. '-. ___..__-... .. ............. ..............___._1 821 555 V, i ! I I I 8"x8" TEE ! ! I,H.A. ! ! \ + LOW PTI VI STA,.15+ 528.8 8.90 555 + + i I E V: 5 1.81 a i 1.33' -STM ' k I I j ! j \ K LV 17.00 :119.00 530 U-)1 ! I 8., A�} ! O Ln S 1 530 > j I j I I ! ! ! j -+-- i 23 -sTM! - _ O v ry u UL -Q-1 o�iCo � r 525 c(n o +- ! ( I i I f ! 44A co 525 W f ' 1 ! I I 522 z I ! I I L { _ _....-_.. _LL ! _ .__.. _f.._ w u� I 522 _.. __�� s > Liw > IC!LO 545 w W _-Ln 00 LnI� Lo INC) LO N d� LO� LO t7C)U n� O� LO LOw I u- E I >' 10+00 10+50 11+00 11+50 12+00 1 Z+Su 7.5+uu 1.9+t)u 14+uu _l 4+au 20 MPH DESIGN SPEED 0NTAGUE STREET HIGH PT STA: 11+19.30 O 0 HIGH PT ELEV: 566.99 0o PVI STA:11+06.77 PVI ELEV: 567.62 01 K: 18.43 ( LVC: 100.00 5 50 HIGH PT STA: 12+41.84 HIGH PT ELEV: 564.88 PVI STA: 12+91.84 D\/I I! -i k= \/• F,P _� RF VERTICAL SCALE 5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. Q 06 ti rq SSD=249' F- K: 10.03 -- !- r__ o CD Uri c9 LVC: 10 0. 00 s � z o ! + `n ! O X I + I J 0 U �i SSD=18' SCALE co 00 0 a 0 Q o Q) c �o }c SHEET NO. 0 a 8 ff Lu T � a a 57o w� �) w ! i � o a I¢I U ! �� W " z ! 570 I ! N I .06` W ----- - II I ------------ - .... --- m I -- j -- - --.. _... _----- ..._ ....._ - - f -- -.. -- ffl .. -..._............1.._..._ -. L ----- - 565 wLu '2 ' 3q 'm ! w • I 1 ' 565 Ce 11 . . . , • + • LL i i ! R J 8'� WAT -I STM 560 ! ! \\I k 1 i i 560 8" 8" _ 8! ! ARV- 55 ! i CAP i I-6" C.V. k- „ 8 8.--0., _.. -_ _ _ . __" ............_._ I _..._ .. ( „ .� ........._ _�... 2-8 P.V. .... .... ! ._' _. .... ... _-8"x-&" „ ,,.__.. x6E� . ....___-.._+__....._......_.. .... ._... .__. _... ...._.__..,I., .. \ _ _,..__ .-(..... _.._-._. ._...._. r _ ..........1...`...._.... _.. __--_ ...____ LO PT _......... _._fLEV: .._..._.._........ TA:1 _._..___._... +18.4G. '-. ___..__-... .. ............. ..............___._1 821 555 V, i ! I I I 8"x8" TEE ! ! I,H.A. ! ! \ LOW PTI VI STA,.15+ 528.8 8.90 555 PVI E E V: 5 1.81 I I j ! j \ K LV 17.00 :119.00 C 8., A�} ! O Ln S 1 O 550 I ! 1 -sTM! I \ ! -Q-1 o�iCo � r 4 «7 550 f ! 44A W ! I I O C.7 L _ _....-_.. _LL ! _ .__.. _f.._ ... I _.. __�� s > > 545 1 I ! I ! I W�T E I >' w 545 - 2-8" G. V. ! 8'x8" TEE , 1 D U 540 I J i i I \ I F- h. U- a 540 LO IujI I I > i uj 535 I ( I ( I i 81. W kT 535 I 1 i I I I Q 530 I i �_� \ 530 _ I _ k 4 ( I I I ----------- j I I ! o. ..- ------ " 2- 525 1.29- 8">,8" TE 525 ( I STM I ! _... i 37 E N I ; l ' 1 - " G.V 520 520 I _ 1 ; w> ry LL 1 I I Lu I ' i I F.H.A 515 I I+ w cc j Q z I 515 I 512 ! z I ! j z 512 ww �a '-00o °�r o0 �00 G'00 '"�00 W (iii Io 4 � z{j r L6 ro � N CD � LO p � Ln LO CO � to Ln •) ei.. Ll - W L V) LO 1 0 -1-W i u_r:jv i v-rvv a V I v r 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 20 MPH DESIGN SPEED HALSEY STREET 14+50 15+00 15+50 16+uu 16+5u 1 b+ /O � 1H 07 SCOT R. COLLINSZ ,U No. 35791 o � jig .w4' zl ANAL E �� k 06 ti 0 N z U)U) uj LLJw � Z s � z w d dJJ 0 c O X a -1 0 092033 J 0 U O CL O SCALE a Lli 0 a 0 Q o Q) c �o }c SHEET NO. 0 a 8 X � N Lu T � a a �) uj � o a U z W� W " z .06` wLu i • Ce 11 . . . , • • LL i i ! R � s �1 I r 06 ti 0 N z U)U) uj LLJw � Z s � z w d dJJ 0 c O X a -1 0 092033 J 0 U O CL O SCALE a Lli 0 a 0 Q o Q) c �o r z 0 N Lj � U_ uj D s � j o73 d dJJ ov O X U- 092033 U N CL O CL O � SCALE 13 Lli 0 � > o o Q) }c SHEET NO. 0 a 8 X � N N T � a a �) uj � o a U z W� W " z r z ate, Lj � U_ uj D In ujU 0 Lu j o73 d dJJ 0 0 JOB NO. T C 092033 L o O U O � SCALE Q0 AS NOTED 0 � > o O SHEET NO. 0 a 8 X � N N lu)00 U • O in uj D In ujU 0 Lu a d dJJ a N JOB NO. a'a 092033 o a � � a SCALE a AS NOTED a c-0) ar) SHEET NO. 0 a 8 � T LOW PT STA: 10+54.82 LOW PT ELEV: 566.74 PVI STA:10+29.82 PVI ELEV: 567.24 K: 17.24 LVC: 50.00 LOW PT STA: 10+90.50 LOW PT ELEV: 566.08 PVI STA: 10+90.50 HIGH PT STA: 11+85.38 ul(`u PT P -I P-\1• rR4 R.-� N SSD=236°N .I- r vi CLL V. JV V. VG PVI STA: 12+35.38 K: 2.50 00 4 d- 00 C6 46 r` PVI ELEV: 563.83 LVC: 10.00 +`n + Ln BVCS: 10+85.50 K: 10.00 100.00 0 0LVC: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST 570 c� v m ( LLJ w EVCS: EVCE: 0+95. 66.12 0 100 Ln V) � S y D=15 ! 00� di r SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & BEAK SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM v I 1 i �- VDOT STD SL -1 SAFETY SLAB REQUIRED WHERE DROP 570 GREATER THAN 12' (NO SL -1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL = CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. U m - --- N N - n _ -- - ----- - w 1 �� 530 U) ED w � N Ln Li U I 530 I m > �i I ! - • vow LJ �2.0�°`2.00 t Ll w W -� -4.90%, 4. 0 ( > °�- ' bc > > w \ { 8" .0.-� t 565 '- --r o_ i m - - L' 520$ - - WAT I 1 - 52 -- 565 - EttittE 8' -- D. 11. -- WAT RLINIE -STN) 2- 8" G.V. 15 8"I4" REDUCER 1 515 1 ; 15--14 U' - a 515 r t I W I 512 o 512 W W 10 to (6 + d j W W co O N 1� W lei Z LOW PT STA: 116+67.27 - 560 _ R - -� __ { _ LOW F PVI -_27 T ELEV: 524.78 STA.16+67. VI ELEV: 52 560 „ 8 x8i TEE R 63' � \ ! .73 K:2.50 - i -- _ - a -STM WAT }- - - �_ \ -- --- _ -__ - - _ _- _ � ! -� _ __ _VC:10.00_ VCS: 6+62.27 �_ 555 i 1 ST $" AT _ \ _ _ - BVC 52 VCS: 16+72.27 .82 --- _ - 555 - 49 L w PTt-S \-T- + EVCE: 524.83 ! OW PIT ELEV 525, 6 45 { - - -- i -;-__- PVI STA: -iP-VI-JELEV:- 15 40.06 2-7:2 i { i I I i 550 550 E { LVC: 17100 - I SSD=1 8' C0i cfl ori gyri Ni C,4 - -- { 545 i t I -_l-_ i ' { ' m \ _I i v.; U U%W 1 545 { I„ 8 CL, 2 D.I. I >! I i WATERLINE \ j I w 540 j _i- - .._ - - ` \ - ' - -- 540 535 I j - - - �{ -LO 535 _ - _ - \ Lu - W ui \ \ N 530 I ! i �- -I I - - �. i L 530 $" AT W r0 _ f f I 7 I 525 { _2 525 - i I { ( ( 2-8" G. V. TEE I` I " w; 520 -}._-- 1 "x6" EE - - 520 { � L I 0 i I 515 i LU co ! _ I ' 1 - -- I - ---- - { - 515 512 � i f I z- _ �- I ' I ( I 512 > W !W N r� N (7)O 0 r 00 to w wc�0 "'(0 d L "' LON �'`�' If) L0 �"� N c�c� � � W LL- w -f, r%^ -7 rim 10+00 110+50 11+00 11+50 12+00 11+bu 1%)+vu 1131 -DU 111+-ruv i-,TJV lJT1JV IJTJV IVTVV .vTVV , r . �v,, . �v 20 MPH DESIGN SPEED BERGEN STREET REET VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. SSD=443' NIGH PT STA: 10+49.48 HIGH PT ELEV: 527.52 PVI STA: 10+40.48 PVI ELEV: 527.34 SSD=430' o K: 7.09 HIGH PT STA: 11+02.46 C) LVC: 18.00 HIGH PT ELEV: 527.52 + NO TES: 1. ALL STORM PIPE SHALL BE CLASS /// RCP UNLESS NOTED I /A. l I -r- OTHERWISE. A MINIMUM OF 2' COVER OVER STORrV9 PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE Lq { UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD 535 AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER : 7.02 18. SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & BEAK SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM v I STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL -1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL = CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. U m VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. SSD=443' NIGH PT STA: 10+49.48 HIGH PT ELEV: 527.52 PVI STA: 10+40.48 PVI ELEV: 527.34 SSD=430' o K: 7.09 HIGH PT STA: 11+02.46 C) LVC: 18.00 HIGH PT ELEV: 527.52 110+00 10+50 11+00 11+5011+75 20 MPH DESIGN SPEED MOFFAT COURT STA = 11+40.78 )00 TH Z 1-� SCOTT R. COLLINS�Z No. 35791. ,� qull 7 ONALS + r v! Z) I /A. l I -r- 1 1 .Itv a� d Lq { 535 {{ cfl of ++ Ln+ r Ln LVC: : 7.02 18. o I i 35 N Q0 RADE BEAK r 0 a v v I ELEV = 526. U m Lil N N - n _ -- w 1 �� 530 U) ED w � i{ Li U 530 _ m > �i I • vow LJ �2.0�°`2.00 w 525 bc \ 525 8" .0.-� 4„ B 520$ WAT I 1 4" CL. 52 .1520 - EttittE 8' CL. 52 D. 11. & WA'r WAT RLINIE -STN) 2- 8" G.V. 15 8"I4" REDUCER 515 1 ; 15--14 U' - a 515 r t I W I 512 o 512 W W 10 to (6 + d j W W co O N 1� W lei Z - a 110+00 10+50 11+00 11+5011+75 20 MPH DESIGN SPEED MOFFAT COURT STA = 11+40.78 )00 TH Z 1-� SCOTT R. COLLINS�Z No. 35791. ,� qull 7 ONALS • a r t a R R � HIGH PT STA: 10+11.87 HIGH PT ELEV: 524.66 PVI STA:10+39.68 PVI ELEV:524.10 K: 7.00 AHI- �C, rl� 10+00 10+50 11+00 11+50 I2+00 1L+b© 16+VV I15+0v X91 �� a7u laiT�1V iVTVV IV -T -LV i /TVV I /'TtiIV IVT VV IVT VV i 7 7 VV to vv Lv i vv v .. , ..w I ACCESS ROAD 15 MPH DESIGN SPEED VERTICAL SCALE 5 0 9.li 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 530 I i I !� co OSD-104 d- s •:, I i N Co N! I ( L _ -- -_ � � f ( I i ! I r �- 1 __ ! I I - - ! ----- f f -- --I I -- -;--- I -! E - ! r E I I - �- I -- ; I f f ( I __ I - ! � I -_- I J. ALL FILL MUST MEET 95Z COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER r - -I- ( I ! [ ! ` - -- ( € j i ! 530 SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM w STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL -1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 525 I > > L j _ I ; ' ! T ! 'i --_-----.j- - -j---r---{---�- --i------r-----: I ; I -; __.----' i- , --;-E•- ' , --! - --- I 525 - 520 ' 520 3 t i'I _\ _� ;i� _ 1 _-_ PT ELEV: VI STA,: 13+82.78 q515 E __P__,-__Z V- _-_--. --- 4 89.18LOW 2_-�� �_-_-5.� -_�-- -_.--..- I --- ---------- -- ----j -- _ __- 51 5 _-- - � --_--- _�jiI .___ __.._ ._ _ _--._\_ ��-�; K:; 24.36 LVC- 225.010 �o _-_- .- -_\-_rI - -\-_- _--v-_�L_-_\Q- a 9 `IIIi � 1 �kI[!II o\ N^�__- acj a! I�1I 'I s s s • `I3!Ii 510 510 ` \ "1 cri > - ------ j�Ei -- - IIi !� j� !'�1 {I --_- {''II- ;{j IjI W j _z-; II ' iiI III!i m !t;! i�_I!!; S505 D=13O !ii i I 505 'i I! I Ii(IE i!I;!jS \ -i!I (I i! _-I!IIII1f(r i 500 500 !! ~_IiE �. - ��Ii I �yyi1Ij ' II .- --- I1 {j �__�IIIE - \---_� \�_\ / '((1 jIIIj I -A�- _IIkI(!( - �i HIGH PT --PPPPPP-ELE/ PVI STA: STA: I ID 19+14!22 6437 - 495 { ! \\ j1 i!! I[_ PVI LEV: 485.85 - 49 5 I j iI [ i!i; L C:1OOj29 SS =2324N Ii' _.-. _. - -,1i -\ �I - t I- 'Ii III 'I I ,Ie 'i -_.�_ ,- (� -(! I II ! !\! i•.}I[\ \�`- �r1_ _.. ��j( -- _-- i ._ • II _ � i 00 + --- 490 __ .___+1{I{ ! --C-�- '! v �OW PT LOW STA:1 ELEV 21+6.18 474.60 GH ST 22053.75 490 II ![ f'f i ?1 !Tk m w PVI PVI STA: 2 ELEV: +69.52 472.2 1 HIGH PT ELITV: x:22^�3 E�EV: 477.83 7.67 485 f [ j- I I [ I IVC: 13735 PVI K: 3.04 I 485 __-_-_- D__-=.` 00 ID� 00 CO oo BO 2--2 .257- a + -S fiI!st i BVCE:j 477.12 EVCE:j 477.83 5 480 6 > Lij SSD=219Cf)f 480 475 7.10% !r 4751 w Lu -+ -_ -flV-C_S:�fI -8- - -I! 1i 470o+470 , 468 ( 468 W l w w Q0 C' .i cO 00 co mco 00 M N N �m `- C7 GO Lq 00 CO .� 00 Oto co 00 CO C14 0 co N Cc M fi Ln 00 N -q c. p � iO �t M w u - N tf> o LO C� d d cf ` d �� d w.. cr. nn . nn inn - cn na nn ne a cn nn . nn nn. cn nZ I. nnnz_L'Ic 10+00 10+50 11+00 11+50 I2+00 1L+b© 16+VV I15+0v X91 �� a7u laiT�1V iVTVV IV -T -LV i /TVV I /'TtiIV IVT VV IVT VV i 7 7 VV to vv Lv i vv v .. , ..w I ACCESS ROAD 15 MPH DESIGN SPEED VERTICAL SCALE 5 0 9.li 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. SCOTT R. COLLINS'Z No. 35791 "dam j� 1'i v i I NO TES.- ES:1. 1.ALL STORM PIPE SHALL BE CLASS 111 RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED, 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPA C TION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95Z COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM z t STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL -1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. SCOTT R. COLLINS'Z No. 35791 "dam j� 1'i v i I z t h a 'I s s s • INV II' INV Ir EX INV ( (CONTR VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. MH 11 STA: 15+88.93 RIM: 551.86 INV OUT. 545.00 TO MH 10 555 --------!--------------------------- --------I NO TES. 1. ALL STORM PIPE SHALL BE CLASS 11/ RCP UNLESS NOTED ----- OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES -------,---- MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST --- PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE ------ UNIFORM LAYERS NOT MORE THAN 8 INCHES IN l THICKNESS BEFORE COMPACTION OVER THE ENTIRE 565 ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFI CA TION 303.04. J. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM i SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & BEP OVIDED SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL .'STORM STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED WHERE DROP - GREATER THAN 12' (NO SL -1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN -- POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL ..... ____ __- ._---._._- CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. RIM: 545.74-. 560 VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. MH 11 STA: 15+88.93 RIM: 551.86 INV OUT. 545.00 TO MH 10 555 --------!--------------------------- --------I ---------- ------- ? _---- --- i ------------ --- ---- ----- ----- -------,---- - ---------- -----;--------- ----- --- - ------ 555 l 565 490 MH 10 j 490 ADDI ZONAL C i BEP OVIDED STA: 13+80.65 { } OF It STALLA - - - - # ----- -- - ..... ____ __- ._---._._- _-------.-------_. _..__...._ RIM: 545.74-. 560 8" SAN 485 - I 15" ST 485 --------_... I ! 1INV 482 IN. 536.70 TO MH 11 560 LO _j_j O N wU- INV OUT. 536.50 TO MH 9 �' �- �'' i 550 550 --- -- i i t j MH 9 1 I 545 STA:12+02.52 ! 555 I i �- ! 545 --- ---- - -- -- I i - - 29 --- --- --- --- ---�- ! RIM: 536.53 INV IN. 527.20 TO MH 10 I INV OUT. 527.00 TO MH 8 - j 550 j 15Q it MH 8--- 540 STA: 10+93.21 i i - SAN G 540 RIM: 531.41 545 INV IN. 523.70 TO MH 92fiA 3 545 INV OUT. 523.50 TO EX MH 3 I �_--_ -------_--- _.-'- ( I/ j 535 I I 2 . 15 M i -- 1 ( _-i- - I � -- j --- --- - �- - 535 Sl STA:11 +36.07 STA: 11 EX MH 3_.____... STA: 10+00.00 / 540 RIM: 529.01 / INV IN. 519.10 TO MH 7 -- RIM: 525.15 i aOR 1. 518.20 TO MH 6 ? - 2� y� -- 540 I 530 _ - _- -- 15l STM INV OUT. 518.90 TO EX MH 3 !. 518.20 TO MH 8 ( �2� -SAN )LIT. 518.0 ( I I I ACTOR T VERT i _ I 5" STM--_..._ 535 -Ex IH 3Q�cao�° STA: 10+00.00 RIM: 525.15 �4 I ®-- 3 -SAN } I�' ----- I ' - I --- - - _ e - --i i --- 525 INV IN. 518.20 TO MH 6 INV IN. 518.20 TO MH 8 EXINVOUT.518.00 - -- ____ �Q� 4 go, 5301 5 3 0 i ,� I �q, I ( I I N I - 520 1.12' i__8 SDR 26 PVC 525 ---..__-- ---- ------ 24As 89.21 LF @ 5.94% �'I 515 ! - _ 525 I ! 515 i I - --- ------ --- --- - - --- 512 I ' { j I 512 � r� (� cb 00 N N - o 00 w w Co SDR 26 LF m C6 r � � eco -) M --- - - -- - W U- -- _- w�s+ 10+00 10+50 11+00 11+50 1 z+Oo 1 z+SU 13+uu I .)+Du Fi11-mH 5 t 141rvv I `t -r jv 1;J_rvv -r.av I v-rvv i v rA.v 10+00 10+50 11+00 MH 14 STA: 14+92.97 RIM: 527.73 INV IN. 517.40 TO MH 15 INV IN. 517.40 TO MH 18 INV OUT. 517.20 TO MH 13 525 520 10721001 512 ►0►i 565 STA: 10+44.3E RIM: 492.05 495 INV OUT. 488 MH 7 ST .06 I 565 490 j 490 ADDI ZONAL C BEP OVIDED _ } OF It STALLA - - - - # ----- -- - RIM: 561.22 INV OUT. 548.00 TO MH 6 ---� 560 8" SAN 485 I 15" ST 485 s I SDR 26 PVC 482 ;40.38 LF 0 0.57%. 560 LO _j_j O N wU- 555 555 550 550 545 3 545 I - MH 6--Z-.- - w STA:11 +36.07 STA: 11 540 RIM: 529.01 / INV IN. 519.10 TO MH 7 -- - -- 540 --- INV OUT. 518.90 TO EX MH 3 535 -Ex IH 3Q�cao�° STA: 10+00.00 RIM: 525.15 �4 I ®-- 535 INV IN. 518.20 TO MH 6 INV IN. 518.20 TO MH 8 EXINVOUT.518.00 - -- ____ �Q� 4 go, 5301 5 3 0 �q, S N 525 - _ 525 520 i 520 - _ 8" 132.fl7 SDR 26 LF PVC 0 0.53% --- - - -- - -- _- 515 j _ _. _ _ 515 512 512 J w W L! N N d- N 0 COcf? N � � Ij LOLn dam- 00dN- ti3LO Ln 10+00 10+50 11+00 MH 14 STA: 14+92.97 RIM: 527.73 INV IN. 517.40 TO MH 15 INV IN. 517.40 TO MH 18 INV OUT. 517.20 TO MH 13 525 520 10721001 512 ►0►i 11+50 12+00 12+50 13+00 1 1 530 STA: T 18 A:10+79.23 j RIM: 525.24 INV OUT. 518.22 525 1.43' 41 I 1 1 520 '515 8" SDR 26 PVC 69.71 LF 0 1.18% 512 10+00 10+50 11+0011+25 0 TO MH 14 13+50 14+00 14+5014+75 MH 12 STA: 11 +35.76 RIM: 492.40 INV IN. 488.10 TO MH 13 INV IN. 488.10 TO FUTURE MH INV OUT. 487.90 TO EX MH: KAP SIG C FI IT[ IRF MH STA: 10+44.3E RIM: 492.05 495 INV OUT. 488 W LL_ 490 11+50 12+00 12+50 13+00 1 1 530 STA: T 18 A:10+79.23 j RIM: 525.24 INV OUT. 518.22 525 1.43' 41 I 1 1 520 '515 8" SDR 26 PVC 69.71 LF 0 1.18% 512 10+00 10+50 11+0011+25 0 TO MH 14 13+50 14+00 14+5014+75 MH 12 STA: 11 +35.76 RIM: 492.40 INV IN. 488.10 TO MH 13 INV IN. 488.10 TO FUTURE MH INV OUT. 487.90 TO EX MH: KAP SIG C FI IT[ IRF MH 10+00 10+5010+75 33 TO MH 12 VER TO ,T TIME ON BY FUTURE SEWER ERCT. FOR INFORMATIONAL PURPOSES ONLY SEWER EXTENSION NOT PROPOSED WITH THIS PLAN (ACSA REVIEW REQUIREMENT ONLY) of- SH 07N SCOTT R. COLLINSZ No. 35791 ,l ����`I01VAL E OE i STA: 10+44.3E RIM: 492.05 495 INV OUT. 488 490 j 490 ADDI ZONAL C BEP OVIDED } OF It STALLA OTHER 11 1.29' 8" SAN 485 15" ST 485 s �18" SDR 26 PVC 482 ;40.38 LF 0 0.57%. ww LO _j_j O N wU- 10+00 10+5010+75 33 TO MH 12 VER TO ,T TIME ON BY FUTURE SEWER ERCT. FOR INFORMATIONAL PURPOSES ONLY SEWER EXTENSION NOT PROPOSED WITH THIS PLAN (ACSA REVIEW REQUIREMENT ONLY) of- SH 07N SCOTT R. COLLINSZ No. 35791 ,l ����`I01VAL E OE i s w fli �4 5 50 VERTICAL SCALE 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 25 50 100 200 IN FEET 1 inch = 50 ft. � J W W 0 c Lai LL 570 v 2 NOTES: i 1. P PE SNALL BE CLASS 111 RCP UNLESS NOTED ALL STORM PIPE OTHERWISE. A MINIMUM OF 2' COMER OVER STORM PIPES U) MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST %{2033 PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN SCALE RE COMPACTION OVE R THE ENTIRE THICKNESS BEFORE j ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. W MIN/MUM 3 OF COVER MUST BE MAINTAINED OVER /L 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM I MH 17 -STA: 20+82.67 RIM: 565.41 SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & 570 SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM -- STRUCTURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL -1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN E POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL j CONDITIONS, WHICH WILL BE TESTED AND INSPECTED ( DURING THE CONSTRUCTION PROCESS. 5 50 VERTICAL SCALE 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 25 50 100 200 IN FEET 1 inch = 50 ft. � J W W 0 c Lai LL 570 v 2 I i Lu U) JOB NO. j %{2033 ! � O � SCALE C j o0 - ca SHEET NO. 12 MH 16 STA:18+46.01 RIM: 563.17 1 ; - I MH 17 -STA: 20+82.67 RIM: 565.41 570 -- - - -- E j ( - -- w ( ( I I INV IN. 555.88 TO MH s INV OUT. 559.08 TO MH 16 I ( 1 INV OUT. 555.68 TO MH 15 4E w 565 � I w w w K � a a K K a 565 i _ I i E s I ( trl I i { ( I i 1 i ( I I I I � --- I - -- I I I I i a ' i I I E I 560 K i I k I ! • a - _ ! ! I ) / I j I 4.1T -SAN i K 1.79 15" S7 _� i 15:5 -M M - SA 560 SAWN K ! � ( w ♦ a___..____. � - _ _ -- _. . _ _...__....-.- _ __ -- _ _ _._.-- _ _ _-- - - ---- -----_-__ _.._-- ,- -__._-- _-_- _ ...___._....._......._....-- - -.- ___-- - _ .._._ ......_ .. ------ - --- -. .._ .... -_ ..._. __.._ ___ ...-- .._-_ .._ .._ _, _.__..._._ __.. _. ___..._ __ _... - _. _._ ___ ._- _ _-_-- - -- SDR 6 ! j i ( I 1 8 66 LFZ 232. .38q ® ! 555 555 ( ; I_ I E _ 1 ( _ i , I i 1 I 4 I I I 1 I 44At t I , i I.._ .._ . MH 15 I 550 ( I I ( STA: 16+70.67 i I 550 I INV IN. 534.20 RIM: 544.04 TO MH 16I- { INV OUT. 534.00 TO MH 14 1.7U ( . -_ 1' -- _._-- ... __ .. 15" S_ SM_....._..._. M Q ---- i i - -...- 545�545 540 540 , , I i 1 I I I f - --------------.. i i - -- .___-----'- ------------- -.-_.._.--------..._.__.-------- STA.14+92.97 MH 114 -------------- ------.....------ .._'------------ -.------------ ------------- I I' - ----_.......__.. ----------- --- i - -- E - - -- - ----- ---- --�- ---- - -- -' 1 RIM: 527.73 / I 40A j 535 ! INV IN. 517.40 TO MH 15 ( 535 INV IN. 517.40 TO MH 18 --1 i891 INV OUT. . 517.20 TO MH.13 It j 15" STM AN II Iij , ---- --- --- -- - - - ------------ MH 13 STA: 13+80.27 RIM: 525. I 530530 ------ ------------------- INV IN. 515.00 TO MH 14 --- - INV OUT. 514.80 TO MH 12- 37 J 525525 5 8" AT 112 1 15.S I - 520520 I6 I SDR2027 515515 I ' ------------------ -- - - ----- ---- -- ----- - --------- - --------------- - i --- --- --------- - -- -------- - -- ------- - - ------- ------ I I( ---- - ------ I( ------ H 12510 STA: 11 +35.76 - ' 510M RIM: 492.40 INV IN. 488.10 TO MH 13 INV IN. 488.10 TO FUTURE MH - ----- ------ ------ --------' _------- - INV OUT. 487.90 TO EX MH: KAP SIG !C 505505 MH: KAP SIG C STA:10+00.00 �GEX ------------------------ --- - -----jII� ----- - - Ir --- --_--- -- ------- 7 -------- ---RIM: 498.20 ---------- .--------__._.. _--- .. ---f --------------- - ----------------------- INV IN. 487.20 TO MH 12 I(�( ( 500� Soo II _----- 495495 --- r ! II II - 490 490 ' 1 8„ SDR 26 PVC {I1 131.76 LF 00.53 I! ( II i 485485 482 j 482 1 N co coco N . 0 LO CQ O I M O U'? O 0 d .0 cc m ui (0 cc) (6 a d # m I- '- LO LO n N -LO LO Lri N N U-) LO cd Tf Ln L6 Ln LOtf) � 4 cLn t1) Lr) CO LO tD � LO LO tD tf3 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+UU 14+5u 15+uu 15+5u 1b+uu 10+0u I J+uu I /+0v 10`fuu i011ruu IW-ruu IW-ruV Lu-ruu 4ut:7u 41Tvvz-1-rZ:J 'TH ON SCOT R. COLLINSZ ,U No. 35791 , �II �p`�ZOx IL V � ( v 2 LLQ U Lu U) JOB NO. U N � m %{2033 Q U r, � O � SCALE C ill �{ ' o0 - ca SHEET NO. 12 s � I- � w s 4E w � w w w K � a a K K a k trl K a k a • a K K � w ♦ � ' ■ tK w �z J ti I-- v 2 LLQ U Lu I-- v 2 LLQ U Lu U) JOB NO. U N � m %{2033 Q U r, � O � SCALE C ill �{ ' o0 - ca SHEET NO. 12 s � I- � LO 38, � lr }/.45 LOT / LC? t / i LOT/ ( _,% i - ! t LOF J v._ / -'� / _-SCOTT R. COLLINS'Z LorU No. 35791 >�, � �--�� . �.,.., !{ Z-. -rte � i / +F / It I r� �'l -SS r' L07 f # R � O�y�• ..- f _ ' /• f r; v +/. '� �-.....' �.' s j' �' f L %.. / � / - / � / 7:'r / ` � -:3 t"... -. r .. -•' ✓ ', /l - � � `�rfj �7 1 •C�r i� z ��- ,-�7: >.,:.-... 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Station 2 0.00 0.00 5.0 10+23.83 2B 0.00 0.00 5.0 2D 0.00 0.00 5.0 4 0.09 0.50 5.0 11+85.70 6 0.00 0.00 5.0 12+01.76 8 0.00 0.00 5.0 12+83.55 10 0.13 0.7 5.0 13+22.75 10B 0.03 0.90 5.0 10+62.95 10D 0.79 0.54 8.0 11+02.02 12 0.16 0.75 5.0 13+56.67 14 0.24 0.75 5.0 13+91.54 14B 0.62 0.55 5.0 14+63.86 16 0.31 0.65 5.0 15+65.21 18 0.32 0.75 5.0 15+98.75 20 0.06 0.75 5.0 10+79.36 22 0.08 0.75 5.0 11+31.84 22D 0.24 0.80 5.0 10+49.08 24 0.13 0.75 5.0 11+92.90 26 0.21 0.75 5.0 12+75.80 26B 0.19 0.75 5.0 10+34.59 28 0.26 0.75 5.0 14+13.26 30 0.77 0.58 5.0 14+49.89 32 0.00 0.00 5.0 10+17.00 32B 0.00 0.00 5.0 10+43.73 32D 0.00 0.00 5.0 11+14.67 J 32F 0.44 0.59 5.0 10+18.73 34 0,00 0.00 5.0 11+66.35 34B 0.00 0.00 5.0 10+53.56 34D 0.50 0.58 5.0 11+48.57 36 0.17 0.65 5.0 12+37.53 38 0.12 0.65 5.0 12+70.59 40 0.19 0.80 5.0 13+50.96 40B 0.41 0.57 5.0 10+50.81 42 0.00 0.00 5.0 14+38.45 42B 0.05 0.75 5.0 10+30.08 42D 0.12 0.75 5.0 10+63.12 44 0.26 0.75 5.0 15+00.31 44B 0.41 0.58 5.0 10+42.47 46 0.00 0.00 5.0 17+06.30 48 0.15 0.69 5.0 18+03.21 50 0.10 0.75 5.0 18+36.13 52 0.45 0.75 5.0 11+47.81 56 1.00 0.42 7.7 10+57.12 58 0.10 0.60 6.4 10+90.28 UGD 0.00 0.00 5.0 - IOD STR 0.28 0.60 5.0 IOD YD 0,51 0.50 8.0 14B STR 0.13 0.75 5.0 14B 1 YD 0.29 0.50 5.0 14B2 YD 0.08 0.50 5.0 14B3 YD 0.12 0.50 5.0 30 STR 0.25 0.75 5.0 30A YD 0.19 0.50 5.0 30B YD 0,13 0.50 5.0 30C YD 0.20 0.50 5.0 34D STR 0.28 0.65 5.0 34D1 YD 0.06 0.50 5.0 34D2 YD 0.05 0.50 5.0 34D3 YD 0.05 0.50 5.0 34D4 YD 0.06 0.50 5.0 32F STR 0.26 0.65 5.0 32F YD 0.18 0.50 5.0 40B STR 0.19 0.65 5.0 40B YD 0.22 0.50 5.0 44B STR 0.21 0.65 5.0 44B YD 0.20 0.50 5.0 48 STR 0.06 0.75 5.0 48 YD 0.09 0.65 5.0 56 STR 0.19 0.50 5.0 56 YD 0.81 0.40 7.7 oCL/ -------------- --- -- --------------- -} -}- ---J-- / ,�--�- �- } /l �/ $ t / _ E \\ i // l r \ r /1 /i rJ/f t SHEET NO. Q / MATCHLINE SEE THIS SHEET"13> tlt r � • i i oCL/ -------------- --- -- --------------- -} -}- ---J-- / ,�--�- �- } /l �/ $ t / _ E \\ i // l r \ r /1 /i rJ/f t SHEET NO. Q / MATCHLINE SEE THIS SHEET"13> VDOT STD. EC -1, L=13'; D= ST INV INV Ii INV ( 10+00 10+50 11+00 11+50 1 L+Uu 1 L-I-Ov 1 a-ruv 1 a_-av STR 1.8 - OUT R:10 DI -313; L=8' ; 534.50 STR: 108 DI_ 38; L=4' STA. 13+22.75 j STA. 10+11.32 STA. 10+62.95 753 TP=527.31 f IN: 505.60 TO 2D TP=523.79 IN: 515.90 TO 12 INV IN: 514.87 TO 10D I 535.15 TO 4: 514.45 TO 1 O 1 INV OUT: 541.80 INV OUT: 514.77 TO 10 j )UT: 514.35 TO 8 _- _. _.._ ._.__ I _� _STR:1 OD DI -313; L=12' I ` 534.40 STA. 11+02.02 525 I ' INV 1N: 541.90 j TP=523.10 YD) INV OUT: 515.07 TO 10 Lu INV IN: 515.40 (10D YD) ( v VpOT 520_1 - i " 3.18' 3 8" WAT ; 520 V IN: 498.22 TO-.. _ _----. STA. 14+13.26 .____ __ EX 3-i-EX10 .._._ 550 _. _. 550 _ STR: 24 DI -313; L=8'- OUT: 498.12 TO r _ --------- fi _ ...._.._... _- - -EX SAN-- ------ - _._._. . STA. 11+92.90 J INV IN: 541.59 TO 30' - STM 515 1 i3A ' % fly/ E i 515 �i/ `4 _... --------- -- ___ ._._... - - - - -- ---- INV I N : 531.50 TO 26- ---- -_ -- --- _ �- .... - -- ---- --- - - - - ----- --- - ---- - _.-- 4 ---- - - Z I INV OUT: 531.40 TO 22 - ; - f -- / 1 5" CL !III RCP ETENTI FREQUE N T _39.07 LF 0 0.51%--- %,. t f r V15" CL III RCP I O 510510 545 LF 0 0.51%1 STR: 22 DI -3B; L=6' - - 510 O 508 0 I ! I � 508 1.057 c� 00 " N 04 Ln 04 tn o LO TP=535.70; I LO RCP Li IJ_ -- 24" CL III RCP _ I 10+00 10+50 11 +civ -I STR ioD - STR io )3% STR: INV I INV I INV Ol, VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 STR:26 DI -313; L=10' STA. 12+75.80 TP=r14l 7q NO TES: 1. ALL STORM PIPE SHALL BE CLASS 111 RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 95Z COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN WW/L &• SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES 8. VDOT STD SL -1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL -1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. C STR:30 DI -313; L=10' STA. 14+49.89_ 540 540 STR:56 DI -313; L=6' STA. 10+57.12 ( STR: 46 MH TP=566.59 STR: 20 DI -3B; L=6' ....._.._- STA. 17+06.30 INV IN: 561.70 TO 58 --l-STIR: DI -3C; L=6 INV 01UT: 561.60 TO 46 STA. 10+79.36 TP=566.27 STA. 10+49.08 ; IN' IN: ffi62. 0 (5$ YD TP=532.99 I \ INV IN: 560.00 TO 52 INV IN: 525.60 TO 22 TP=532.82 INV IN: 555.51 TO 48 570 B INV IN: 52.6.20 TO 220 INV OUT: 526.70 TO 20 __-- -- ------.- -_..----- INV IN: 559.50 TO 56- -_----- STR: 58 DI -3B; L=6' INV OUT: 525.50 TO 12 INV OUT: 555.41 TO 44 I STA. 10+90.28 .....__..� . - _. ...._. ._-- -- _-_.._ _-TP=566.66 1 j INV OUT: 561.90 TO 56 530 i 1.12' 530 505 565 -STM 1.37' - --- 8" WAT 1 - STM 57 ----- it __ ._ .._._ _.__...... /f , 55_` 525 525 560 %,f{ 15" CL III RCP 1.1a 15" CL III RCP - _r i -33.15 LF ® 0.60% 49.08 LF 0 1.02% 15" A j 15" CL III RCP _.._-sAN LF ® 3.68 10+00 10+50 11+00 STR:26 DI -313; L=10' STA. 12+75.80 TP=541.79 INV IN: 534.50 TO 28 INV IN: 535.15 TO 26B INV OUT: 534.40 TO 24 540 535 i 15" CL III RCPJ__. 34.59 LF ® 1.30% 1530 1 1rynSTM 11+50 12+UV I G+�U 1 a-ruu STR 30-STRI.2 IN) INV I I Aad -STR: 26B DI -313; L=8' STA. 10+34.59 �TP=542.29 INV 11' -INV OUT: 535.60 TO 26 IN INV ---------- 540 -1.2 ' 8" W T -S M _..-- 535 :� 9_8 I15" STM I 520 520 555 t \I - AN 555 _ -- --- 525525 17--16 ---------- ----------- -------- -------- 518 518 552 i 552 522 I 522 ww . rn ww W IiJI 00 N J J "o ¢ W I.ari Its LO `n LO ul ISI w Ln w 1L Ltd 10+00 10+5010+75 10+00 10+50 11+0011+25 10+00 10+5010+75 STR22D - STR 20 STR 5 - STR 46 STR 26B STR26 I %;-r V I T_T_ I T - %0%0 I T t 1 v ''P10 0.� INV IN: 534.50 TO 28 TP=513.96 TP=512.47 STA. 10+11.32 TP=548.76 TP=515.79 INV OUT- 507.30 TO 213 I INV OUT: 507.51 IN: 505.60 TO 2D ! INV OUT: 505.01 OUT: 505.50 TO 2.._ INV IN: 535.15 TO 26B 1 INV OUT: 541.80 TO 28 INV OUT: 534.40 TO 24 TP=510.12 INV 1N: 541.90 (30A YD) Lu ( STR.28 DI -313, L-10' V IN: 498.22 TO-.. _ _----. STA. 14+13.26 .____ __ ._.. _.._. ___. __. _ ..._...._._ .._._ 550 _. _. 550 _ STR: 24 DI -313; L=8'- OUT: 498.12 TO TP=548.21 u 510 STA. 11+92.90 J INV IN: 541.59 TO 30' 510 TP=537.64 f INV OUT: 541.49 TO 26 z _... --------- -- ___ ._._... - - - - -- ---- INV I N : 531.50 TO 26- ---- -_ -- --- _ �- .... - -- ---- --- - - - - ----- --- - ---- - _.-- ---------- ---- - - Z V/ _.- INV OUT: 531.40 TO 22 - ; - f -- / - - ETENTI FREQUE N T %,. t f r O 505 545 545 STR: 22 DI -3B; L=6' - - - O -- 0 I - R 505 -STM 1.057 c� STA. 11+31.841 v w m z tn o TP=535.70; I CL III RCP -- 24" CL III RCP _ I 29 ® 0.88 : -- - - --- - INV I N : 528.25 TO 24' .. ----.._.. --------- --- TO 20 -- ------ --- --- --- -- _ -- -t--- ------- --- ` { , { - u INV OUT: 528.15 n za ; i v 500 u OUTFLOW 540 f t ,,1 ; FROM L 540 I ; SYSTEM" 1.60' IL n 11 0 CL 495 { 27 STM -8" STR: 20 DI -313; L=6" Y 492 I P ( i 492 ww STA. 10+79.36__-_-- --- ----------- - -- - -- - TP=532.99 INV IN: 525.60 TO 22 1.3 - ' - ---------- , J f� - -_ \\\ 5 0._.... --------- ; { '��� C\ w Ill -- - -- _ 535 00 535 INV IN: 526.20 TO 22D W LO `� w IA_� w U. & C�e. IJ.I INV OUT:. 525.50 TO 12 I -ST f u. 12 DI -313; L=10' STA. 13+56.67-- - - --- - - __... ---- - - - - - -'-I,/ ,1,25 r� 15" CL II! LF R ---------------... 1 1 TP=527.83 q: 516.90 TO 14 23 w Cem sl: 521.40 TO T: 516.80 TO T: 20-- 0- 10 m yrs co { 1.5 "o r. u.I ,-trq a o i i 15'S M rq ----- _r _ 21 _ __ __ .____.._---__._... ,-i ,--I r. 00 f 525 525 19 15" CL III RCP I i { 61.06 LF 05.16% --------- - - --- ------ .-....- -- ---- -� ------ ... -- ---- -------- ---------- 15" 15" CL III RCP ! 520 52.49 LF 0 4.86% 1 520 15" CL III RCP - - - ----- - --.79.36 LF 0 5.17%-------- _-------------- ---- - - -- .._... _ --- -- - --- ------- -- - - -- ----- - ----- ---------�- --- 515 _ , 515 512 512 w w LO Q N o � � 0 r W W ifs rn N Ln `r �} d Lo U' C7 W il. �Ln tNC) Lr) LO w a 540 540 STR:56 DI -313; L=6' STA. 10+57.12 ( STR: 46 MH TP=566.59 STR: 20 DI -3B; L=6' ....._.._- STA. 17+06.30 INV IN: 561.70 TO 58 --l-STIR: DI -3C; L=6 INV 01UT: 561.60 TO 46 STA. 10+79.36 TP=566.27 STA. 10+49.08 ; IN' IN: ffi62. 0 (5$ YD TP=532.99 I \ INV IN: 560.00 TO 52 INV IN: 525.60 TO 22 TP=532.82 INV IN: 555.51 TO 48 570 B INV IN: 52.6.20 TO 220 INV OUT: 526.70 TO 20 __-- -- ------.- -_..----- INV IN: 559.50 TO 56- -_----- STR: 58 DI -3B; L=6' INV OUT: 525.50 TO 12 INV OUT: 555.41 TO 44 I STA. 10+90.28 .....__..� . - _. ...._. ._-- -- _-_.._ _-TP=566.66 1 j INV OUT: 561.90 TO 56 530 i 1.12' 530 505 565 -STM 1.37' - --- 8" WAT 1 - STM 57 ----- it __ ._ .._._ _.__...... /f , 55_` 525 525 560 %,f{ 15" CL III RCP 1.1a 15" CL III RCP - _r i -33.15 LF ® 0.60% 49.08 LF 0 1.02% 15" A j 15" CL III RCP _.._-sAN LF ® 3.68 10+00 10+50 11+00 STR:26 DI -313; L=10' STA. 12+75.80 TP=541.79 INV IN: 534.50 TO 28 INV IN: 535.15 TO 26B INV OUT: 534.40 TO 24 540 535 i 15" CL III RCPJ__. 34.59 LF ® 1.30% 1530 1 1rynSTM 11+50 12+UV I G+�U 1 a-ruu STR 30-STRI.2 IN) INV I I Aad -STR: 26B DI -313; L=8' STA. 10+34.59 �TP=542.29 INV 11' -INV OUT: 535.60 TO 26 IN INV ---------- 540 -1.2 ' 8" W T -S M _..-- 535 :� 9_8 I15" STM I 520 520 555 t \I - AN 555 _ -- --- 525525 17--16 ---------- ----------- -------- -------- 518 518 552 i 552 522 I 522 ww . rn ww W IiJI 00 N J J "o ¢ W I.ari Its LO `n LO ul ISI w Ln w 1L Ltd 10+00 10+5010+75 10+00 10+50 11+0011+25 10+00 10+5010+75 STR22D - STR 20 STR 5 - STR 46 STR 26B STR26 I %;-r V I T_T_ I T - %0%0 I T t 1 v ''P10 0.� 10+00 10+50 11+00 11+50 12+0012+25 UGD BYPASS 'PAH 0 SCOT R. COLLINS�?, U No. 35791 , �NSIIIQXAL 5 I K: I STR: 4 J I STA. 11+73.19 + STA. 11 +885.70 STR. 2B MH { TP=513.96 TP=512.47 STA. 10+11.32 -- INV IN: 507.40 TO 4 INV IN: 505.10 TP=515.79 INV OUT- 507.30 TO 213 I INV OUT: 507.51 IN: 505.60 TO 2D ! INV OUT: 505.01 OUT: 505.50 TO 2.._ STR:2 MH ? i 515 1 STA. 10+23.83 z TP=510.12 Lu I: 505.25 TO 213 V IN: 498.22 TO-.. _ _----. .____ __ ._.. _.._. ___. __. _ ..._...._._ .._._ _. _. YpAgs OUT: 498.12 TO j u 510 J 510 > f OPENIN FOR z J fi' 1 /� f' U DERGR UND ® Z V/ _.- T f ' ff ` ;> - ; - f -- / - - ETENTI FREQUE N T %,. t f r O 505 �� "' ,f 24 " CL til RCP O , 0 1, 2,10 STORM R 505 161.87 LF 1.057 c� i v w m z tn o 24" CL III RCP 24" CL III RCP _ I LF ® 0.88 : 0 Lu 11.32 LF tit 2.21% u 500 n za _j v 500 u OUTFLOW v f FROM L GD I SYSTEM" > IL n 11 0 CL 495 I 495 492 I ( i 492 ww CUd w w Ill L6 p L2 00 > W LO `� w IA_� w U. 10+00 10+50 11+00 11+50 12+0012+25 UGD BYPASS 'PAH 0 SCOT R. COLLINS�?, U No. 35791 , �NSIIIQXAL f0 6 ) TO 2D TO D z Lu u > z ® Z w M Z O O 0 u � c� v w m z tn o z z� Do 0 Lu u D n za _j v 0� u 0� v LL[[ > IL n 0 CL w w > > w w U. & C�e. IJ.I u. r� w uj w Cem Ce m yrs co co co "o r. u.I ,-trq a o i i rq ,-i ,--I r. 00 f0 6 ) TO 2D TO D lt STR: 48 DI -313; L=6' STA. 18+03.21 r-TP=563.60 10+00 10+50 11+00 11+50 12+00 12+50 115+UU VERTICAL SCALE 5 0 2.5 5 10 ?o ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 1.5+0u 14+uu 14+0u STR 5o - OUT I0_l_vv I Q_r ov IVTVV IVT.JV I I e vv if __ - NO TES: 1. ALL STORM PIPE SHALL BE CLASS /// RCP UNLESS NOTED OTHERWISE. A MINIMUhOF 2' COVER OVER STORM PIPES 570 MUST BE PROVIDED. 2. ALL ROADWAY EMBANK)MENT MATERIAL SHALL CONSIST 570 PREDOMINANTLY OF SOJL AND BE PLACED IN SUCCESSIVE STA. 11 +47.81 UNIFORM LAYERS NOT /MORE THAN 8 INCHES IN THICKNESS BEFORE COhdPACTION OVER THE ENTIRE LO ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD STR: 46 MH' J. ALL FILL MUST MEET 9,5% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER --INV IN: 556.10 TO 50 5. MINIMUM J' OF COVER MUST BE MAINTAINED OVER WIL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WIL & STR 32D SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM S TRUC TURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL -1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL HE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL STA. 17+06.30 CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 565 INV OUT: 556.00 570 560 IV IN: 556.10 8 YD)TP=566.27 1 5706 - 560 -7 '. Tii - 15 �i CL III �� RCP INV IN: 560.00 TO 52. 147.81 LF 0 0.20% 555 J INV IN: 555.51 TO 48 555 552 I 1 1 552 > > n N 0 LLJ Uj Q0 L0 (0 Ln Lo INV IN: 559.50 TO 56 - - -------- ------ - _1 I ------------ ------ - ------------- I ----------- ------- -- - ----- - ------. ..... - - - - ------------- --------------- -- . .... . . ............. --INV OUT: 555.41 TO 4 4 --------- ------------- - - - STR: 50 DI -38; STA. 18+36.13 TP=563.48 565 STR:44 DI -313; L=10'---- INV OUT: 556.3 STA. 15+00-31 TP=555 70 X 563 -------------- - - - ------ - - --- ------------ - ----- -------------- - ----- - ----------- -- --- . . .. .... . ... . .... . .......... INV IN: 55 0.00 TO 44B --- --- - --------- -- ---- - ------- rh - __ ___ - --------- - --- INV IN: 550.00 TO 46 INV OUT: 547.00 TO 42 ITIV4 n 56, h 8" VIAT STM STR: 42 MH STA. 14+38.45 --------- - -- ------ -------- - - - --------- - - TP=548.23 -- - ----- ---- - -------- - -------- - ------- -- -- - -------- - - ---- - -- INV IN: 541.65 TO 44 - --- --- 47 555 1 INV IN: 544.40 TO 42B �,z L 555 -F-----I-INV OUT: 539.50 TO 40 STR: 40 DI -313; L=8' STA. 13+50.96 7 5" CL III RCP TP = 538.22- INV IN: 532.75 TO 427 7/ L jjX - - - ------- 5" CL III RCP LF 0 0.760, 550 INV IN: 531.70 TO 40B 96.90 LF 0 0.51% 550 INV OUT: 530.00 TO 38 T STR. 38 DI -313 L-10 '_____ -- - - - -- - - --- ---------------------- -- -- ---- - ---- --- ------------- ----- -- ----------- 545 ------- ----- ---- STA. 12+70.59 TP=530.84- INV IN: 524.60 TO 40--__ 43 - ---- - 545 15" CL III RCP INV OUT: 524.50 TO 36 WAT STM 61.86 LF 0 8.65% ---- - -- - - -- - ----- -- - ------ - - -- ----- STR. 36 DI 3B, L=10' 7 -------- ------ --- - - -------------- ------ -- - ----- - STA. 12+37.53 1 TP=530.84- 540 540 -7-INV IN: 523.37 TO 38--___ INV OUT: 522.58 TO 34 ------------- ------ - - --------- ---- - - ----- - - ---- --- STR: 34 41 i STA. 11+66.35 NI 0 ---- - -- --- - ----- - - --------- ----- - ----------------- ---------------- 535 535 TP=526.78 TO 34B - INV IN: ---- 519.28 INV IN: 519.28 TO 36 I S INV OUT: 519-18 TO 32D I I ------------- - - - - -------- - -- - ----- ----- _ - ---- ----------- - - -------- - - ----- - - ----- iI - ---------- 530 STR: 32D MH STA. 11+14.67 530 TP=523.95 INV IN: 516-17 TO 4 3 INV IN: 517.17 TO 32F 39 - -- - ------ - -- - - ----- - ------------ --------- ----- - ----I - -------------- --­---------- - - ­ I INV OUT: 512.90 TO 32B-- -_^_F_____-' 525 1 13' 1 -15" CL III RCP 8" WA80.37 LF ®6.72% -- IJ T / - STM STR: 32B MH i _15" CL III RCP ----------- ---- ------------------35 -------- - -------------- STA. 10+43.73 33.06 LF 03.42% TP = 512.3 2- 520 INV IN: 506.30 TO 32D 15" STM INV OUT: 504.90 TO 32 ----' SAN 33 5-1 ��4 ..... - - -------- 1.43' CL III RCP -------------- - - - -- - -------- - - ---- - . ... .. -------- -------- ---- ------------ 15 STM 71.18 LF 04.647a - SAN 515 STR: 32 MH 18-14 STA. 10+17.00 TP=507.82 18" CL III RCP - - ------ - ------- IV IN: 502.86 TO 328-- --------- - 51.68 LF 0 5.82% INV OUT: 500.80 TO 5 10 510 - - -------- -- --------- ------ ------ --------- ----- - --- -------- - ------ --- - -- - ---- ---- - --- - ----------- --------------------- ---- - - --- - ---- --------- ------- -------- ----------- --- ------ ---- --------------- ------------- -`-- --- ---------- ---- -------- �7 - ------- -- -- 505 505 18' CL III RCP INV OU 32A 70.94 LF 09-30% 500.00 --- ----------- - ------ - - ------ - - ----- -------- - ------------ --------------- -------------- - --- -- - - -------- ------------ 7 -1 500 1 18" CL III RCP 500 i26.73 LF 0 4.28%-L-- ;18" CL III RCP ----- ----------- ---- �17.00 LF 0 4.71% -------- ------ - -------- ---- - -- --- --------------------- - ----- ------ ----------- - - - -------------------- ------- - ------------- - ------ --------- --- - --- ------------- --------------------- - -- - ------------------ - - - ------ - - ------ - ---- - -------- . .... i VDOT� STD. (C-1 ICL. I R, IPRAP'i ; i I i 1 4951 I 495 -L=9 � 2':4-- 9 ;11 W1=4�5';W >> D=2.5 ; d 50= OT- Ln 0 0 ui UJI _J, I 0 Qo r- . 0) CN 6 t_- Ln Cq rq r6 r- r) -I- 0 4 f-, It n L6 0 Lo (_0 Ln Lo Ln Ln 0) It Ln LO Lo LO V) LO LO UJI LL I I--- 1 - - - .4 -7 t%e% 4-7 M 1 o ne,% 9 r- 10+00 10+50 11+00 11+50 12+00 12+50 115+UU VERTICAL SCALE 5 0 2.5 5 10 ?o ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 1.5+0u 14+uu 14+0u STR 5o - OUT I0_l_vv I Q_r ov IVTVV IVT.JV I I e vv if __ - 1565 1 1 1 STR:44 DI -38; L=10' STA. 15+00.31 TP=555.70 L=6' INV IN: 550.00 TO 448 INV IN: 550.00 TO 46 INV OUT: 547.00 TO 42 555 550 1.70' 15" ST _5zW 1545 540 1 5651 - - -------- - - STR:44B DI -3B; L=12' STA. 10+42.47 TP=559.21 INV OUT: 551.50 TO 44 INV IN: 51.60 (44EI YD) � 5601 Z 555 1.15' 8'' WAT STM 5 5 0 \-15" CL III RCP 42.47 LF ®3. ° 16-15 545 540 JJ 00 Lu Uj LO LO Ln 10+00 10+5010+75 STR 44B - STR 44 STR: 46 MH STA. 17+06.30 TP=566.27 [ -!NV IN: 560.00 TO 52 Klk/ W. r- r, P, G1 Tn A Q NO TES: 1. ALL STORM PIPE SHALL BE CLASS /// RCP UNLESS NOTED OTHERWISE. A MINIMUhOF 2' COVER OVER STORM PIPES 570 MUST BE PROVIDED. 2. ALL ROADWAY EMBANK)MENT MATERIAL SHALL CONSIST 570 PREDOMINANTLY OF SOJL AND BE PLACED IN SUCCESSIVE STA. 11 +47.81 UNIFORM LAYERS NOT /MORE THAN 8 INCHES IN THICKNESS BEFORE COhdPACTION OVER THE ENTIRE LO ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. J. ALL FILL MUST MEET 9,5% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANT TAR Y SEWER. 5. MINIMUM J' OF COVER MUST BE MAINTAINED OVER WIL 6. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WIL & STR 32D SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STORM S TRUC TURES. 8. VDOT STD SL -1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL -1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL HE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 565 1565 1 1 1 STR:44 DI -38; L=10' STA. 15+00.31 TP=555.70 L=6' INV IN: 550.00 TO 448 INV IN: 550.00 TO 46 INV OUT: 547.00 TO 42 555 550 1.70' 15" ST _5zW 1545 540 1 5651 - - -------- - - STR:44B DI -3B; L=12' STA. 10+42.47 TP=559.21 INV OUT: 551.50 TO 44 INV IN: 51.60 (44EI YD) � 5601 Z 555 1.15' 8'' WAT STM 5 5 0 \-15" CL III RCP 42.47 LF ®3. ° 16-15 545 540 JJ 00 Lu Uj LO LO Ln 10+00 10+5010+75 STR 44B - STR 44 STR: 46 MH STA. 17+06.30 TP=566.27 [ -!NV IN: 560.00 TO 52 Klk/ W. r- r, P, G1 Tn A Q 10+00 10+50 11+00 11+5011+75 STR52- STR 46 STR:40 DI -313; L=8'STA. 10+50.81 STA. 13+50.96-_ -TP=542.76 TP=538.22 IINV OUT: 535.80 TO 40 STR: 42 MH INV IN: 532.75 TO42 INV IN: 535.90 (40� YD) STA. 14+38.45 INV IN: 531.70 TO 40B TP=548.23 NV OUT: 530.00 TO 38 I INV IN: 541.65 TO 44 540 k I 540 INV IN: 544.40 TO 42B INV OUT: 539.50 T01.111-14-9 WATSTM 550 I- 1535 A ^ A 535 -A-15- CL III RCP 50.81 LF 08.06% 545 15" STM I1 1 530 SAN 1 530 15 14 540 525 r i I 525 520 w Uj 00 w U- STR: 32D MH STA. 11+14.67 TP=523.95 INV IN: 516.17 TO 34 INV IN: 517.17 TO 32F INV OUT: 512.90 TO 32B 520 515 510 508 520 LON 00 LO K) LO 10+00 10+50 11+0011+25 STR 4oB - STR 40 STR:32F DI -3C; L=4' STA. 10+18.73 TP=524.31 INV OUT: 517.70 TO 32D INV IN: 521.00 (32F' D)) 520 63bi 15" CL III RCP 8.73 LF 0 2.83% 510 -------------------- 508 JJ INV IN: 559.50 TO 56 570 INV OUT: 555.41 TO 44 STR:52 DI -3C; L=8' 1 570 STA. 11 +47.81 0 LO TP=564.29 INV OUT: 560.30 TO 46 10+00 10+5010+75 STR 32 - STR 32D 565 565 560 560 -7 '. Tii - 15 �i CL III �� RCP 147.81 LF 0 0.20% 555 J 555 552 I j 552 > > n N 0 LLJ Uj Q0 L0 (0 Ln Lo 10+00 10+50 11+00 11+5011+75 STR52- STR 46 STR:40 DI -313; L=8'STA. 10+50.81 STA. 13+50.96-_ -TP=542.76 TP=538.22 IINV OUT: 535.80 TO 40 STR: 42 MH INV IN: 532.75 TO42 INV IN: 535.90 (40� YD) STA. 14+38.45 INV IN: 531.70 TO 40B TP=548.23 NV OUT: 530.00 TO 38 I INV IN: 541.65 TO 44 540 k I 540 INV IN: 544.40 TO 42B INV OUT: 539.50 T01.111-14-9 WATSTM 550 I- 1535 A ^ A 535 -A-15- CL III RCP 50.81 LF 08.06% 545 15" STM I1 1 530 SAN 1 530 15 14 540 525 r i I 525 520 w Uj 00 w U- STR: 32D MH STA. 11+14.67 TP=523.95 INV IN: 516.17 TO 34 INV IN: 517.17 TO 32F INV OUT: 512.90 TO 32B 520 515 510 508 520 LON 00 LO K) LO 10+00 10+50 11+0011+25 STR 4oB - STR 40 STR:32F DI -3C; L=4' STA. 10+18.73 TP=524.31 INV OUT: 517.70 TO 32D INV IN: 521.00 (32F' D)) 520 63bi 15" CL III RCP 8.73 LF 0 2.83% 510 -------------------- 508 JJ Ln c w w 0 LO W L0L_ 10+00 10+5010+75 STR 32 - STR 32D STR:4213 DI -313; L=6 -STA. 10+30.08 -TP=551.42 INV IN: 544.75 TO 42D 555 -INV OUT: 544.65 TO 42 / STR:42D DI -313; L=8' 4 STA. 10+63.12 TP=551.97 INV OUT: 545.00 TO 42B 1 5501 Mol 8" `yVA 545 \_15- CL III RCP LF 0 0.76% 15" CL III RCP 540 30.08 LF 0 0.83% 5 535 35 ww _j _j w w 0 c6 Ln _t 00 Ln w U- 10+00 10+50 11+0011+25 STR 42D-STR 42 STR: 34 MH STA. 11+66.35 TP=526.78 INV IN: 519.28 TO 34B INV IN: 519.28 TO 36 INV OUT: 519.18 TO 32D 1525 1 520 STR: 348 MH STA. 10+53.56 TP=527.90 530 INV IN: 519.65 TO 34D INV OUT: 519.55 TO 34 DI -30; L=4' STA. 11 +48.57 TP=524.61 �INV OUT: 520.15 TO 34B All INV IN: 5$1.00 (3441 YD) - 520 CIL III RCP LF 0 0.5 3% 15" CL III RCP 515 53.56 LF 0 0.50% 515 512 512 >> 000 Jw 0) cl� _j _j 00 0 . 0 w w CIA C-4 04 Ln 10+00 10+50 11+00 11+5011+75 STR 34D-STR 34 07 N, SCOTT R. COLLINS� 0 IT-) No. 35791 �� k ll� 1 1*7 101VAL Desi�n Storm Year = 10 ONT DOWNSTRE M STRUCTURi DRAIN AREA RUNOFF COEFF. CA IIVCR ACCUM Ih' ET "I lE RAIN FALL RUN FF Q INVERT ELEVATIONS LENGTH SL01' DJA CAPA- CITY VEL FLOW REMARKS TIME FINAL INLET WATER FT SURFACE ELEV RIM ELEV ACRES C INLET INFORMATION MPN C.F. 3, UPPER LO R FEET FT./Fl. INCHES C.F.S. F.F.S. SEC C rb Ty pe INLET STATION SLOT LENGTH RIM'S ELEVATION 18 560.50 57.12 1 15 2.82 0.002 0.11 2.3 0.0 15+98.75 18 536.47 0.32 0.75 0.24 0.24 500 6.67 1. 529.84 527.85 RCP3 6 16 16 0.4 0.3 0.1 0.0 0.00 529.84 527.5 33.54 0.0593 15 15.7 8.1 4.1 16 562.70 0.31 0.65 0.20 0.44 507 6.64 2. 14B 14B g DI -313 Cd -6 14+63.86 527.75 522.1 101.35 0.05z.7 15 15.1 9.4 10.8 4B 0.00 0.62 0.55 0.34 0.78 525 6.59 5. 566.66 14 14 DI -36 CG -6 13+91.54 10 525.30 VDOT STD. IS -1 REQD 522.11 518.5 72.32 0.05 4 15 14.9 11.0 6.6 14 0.24 0.75 0.18 0.96 5 36 6.55 6. 1 FI DI -31B CG -6 13+56.67 12 527.83 VDOT 561.00 147.81 15 2.25 0.001 518.15 516.0 34.87 0.0318 15 12.2 10.0 3.5 12 • 0.16 0.75 0.12 2.42 5 78 6.42 15 5 DI -313 CG -6 13+22.75 8 527.31 VDOT STD. 15-1 READ 1p 9 24 0.00 0 0 0.01 NA 516.80 515.0 33.92 0.0265 24 36.8 11.2 3.0 10 0.13 0.70 0.09 2.96 844 5.71 16.9 12+83.55 - 521.13 VDOT TD. IS -1 REQ'D 7 24 81.79 g 510.50 506.10 RCP3 51435 512.0 39.20 0.0472 24 49.1 14.1 2.8 8 1 0.00 0.00 0.00 2.96849 - 5.70 1619 15 1.58 0.001 0.03 1.3 0.0 505.50 505.10 RCP3 6 510.50 506.0 81.79 0.05 8 24 52.5 14.9 5.5 6 11+85.70 0.00 0.00 0.00 2.96 858 5.68 169 0 0.01 NA 0.00 0.03 551.03 559.21 4 UGD 505.50 505.0 16.06 0.021.9 24 35.7 11.2 1.4 4 TD. IS -1 REQ'D 0.09 0.50 0.05 3.01 861 5.67 14 9 RCP3 it ROUTED FLOW UGD MH 505.00 504.0 9.27 0.05-,9 24 52.5 14.3 0.6 GD 1 0.00 0.00 0.00 3.01 862 5.67 14 9 42B I I 2 I 1 1 0.6 0.5 1 498.29 498.2 12.60 0.006 24 169 6.1 2.1 2 551.42 0.00 0.00 0.00 3.01 865 5.66 17.0 0.00 0.51 10.0 DI -31B OUT 11+02.02 12 523.10 VDOT TD. IS -1 READ 42D 498.12 497.0 23.83 O.W 2 24 21.7 7.6 3.1 0.00 0 0 0.00 NA 0.00 0.00 545.75 55197 C 6 10+62.95 4 523.79 VDOT STD. IS -1 REQ'D 10A 15 62.95 0.51% 514.77 5114.45 RCP3 OD 0.79 0.54 0.42 0.42 800 5.81 2. 10B 515.07 514.7 39.07 0.00 1 15 4.6 3.8 10.3 OB 0.0 0.03 0.90 0.03 0.45 817 5.77 2. 532.82 VDOT STD. IS -1 READ 22C 15 40B 1.02% 526.70 1p RCP3 1 514.77 514.5 62.95 0.0051 15 4.6 3.8 16.4 0.00 0.03 532.73 542.76 30 DI -31B CG -6 14+49.89 22D 548.76 0.24 0.80 0.19 0.19 500 6.67 1. 541.80 541.59 RCP3 520.28 53.56 15 20 0.001 0.05 1.6 0.0 526.70 526.0 49.08 0.01 2 15 6.5 4.1 11.9 27 34B 137.46 9% 541.49 534.50 1 1..9 1.6 3.1 0.0 0.01 0 0 0.02 N/A 0.01 0.06 520.34 527.90 C 6 520.65 95.01 15 1.95 0.001 0.09 1.6 0.0 82.90 30 534.40 0.77 0.58 0.45 0.45 500 6.67 3.0 + 34D 28 DI -313 CG -6 11+92.90 8 537.64 VDOT 0.00 541.80 541.9 36.63 0.0017 15 4.9 4.2 8.8 28 0.26 0.75 0.20 0.64 515 6.62 4. 1 DI -313 CG -6 11+31.84 26 535.70 VDOT TD. IS -1 REQ'D 21 15 52.49 541.49 534.0 137.46 0.0509 15 14.6 10.3 13.3 26 0.21 0.75 0.16 0.94 5 37 6.55 6. 518.17 18.73 15 1.73 0.001 0.01 1.4 24 19 15 79.36 5. 79%. 525.50 521.40 RCP3 534.40 531.0 82.90 0.03 0 15 12.1 9.8 8.4 24 0.13 0.75 0.10 1.04 5 S 1 6.50 6. 0.00 0 0 0.01 NA 0.00 0.02 22 524.31 531.40 528.5 61.06 0.05 6 15 14.7 11.6 5.2 22 0.08 0.75 0.06 1.10 560 6.48 7. TD. IS -1 REQ'D 26A 15 34.59 1.30% 535.60 555.15 RCP3 20 528.15 525.0 52.49 0.04 6 15 14.2 11.6 4.5 20 0.021 0.06 0.75 0.05 1.34 567 6.45 8.6 1 12 E4950 525.50 521.0 79.36 0.05 7 15 14.7 12.4 6.4 0.69 N/A 0.35 0.78 501.98 507.82 0.76% 504.06 26.73 18 15.25 0.021 0.56 8.6 0.3 48 DI -313 C 6 18+03.21 32B 563.60 VDOT TD. IS -1 REQ'D 47 6B 96.90 0.19 0.75 0.14 0.14 5100 6.67 0. 0 0.69 NIA 0.35 0.91 504.97 512.69 11 508.70 26 18 15.25 0.021 1.50 8.6 0.3 566.27 535.60 535.5 34.59 0.0110 15 7.4 4.1 8.4 550.00 RCP3 3 D 44 13.8 7.8 108 0.9 0.33 0 0 0.62 N/A 0.31 1.81 510.51 523.95 15 517.37 51.68 18 13.81 0.017 0.89 7.8 50 0.10 0.75 0.08 0.08 5 00 6.67 0. MH 4 14+38.45 - 548.23 48 TD. IS -1 REQ'D 41 15 12.2 9.9 121 556.35 556.0 3292 0.0016 15 5.6 2.8 11.7 48 526.78 0.15 0.69 0.10 0.18 519 6.60 1. 9.9 0.4 13+50.96 8 538.22 VDOT TD. IS -1 REQ'D 39 46 80.37 6.729%. 530.00 524.60 RCP3 6 556.00 555.1 96.90 0.00$1 15 4.6 3.1 31.2 46 109 0.00 0.00 0.00 1.00 7 82 5.86 5. 2.97 523.25 530.84 524.37 33.06 15 11.58 0.032 44 9.4 0.3 555.41 550..0 205.99 0.0263 15 10.5 14.9 13.8 44 DI -3B 0.26 0.75 0.20 1.43 8105 5.80 8. 11.2 1 102 1.3 0.45 0 0 0.80 NA 42 1.46 525.83 530.84 525.83 80.37 15� 547.00 541. 5 61.86 0.0865 15 19.0 14.9 4.1 42 526.78 0.00 0.00 0.00 1.55 812 5.78 9. 519.18 p RCP3 1 40 9.0 7.3 66 0.8 0.29 0 0 539.50 532.5 87.49 0.0712 15 179 14.6 6.0 40 15 0.19 0.80 0.15 1.94 822 5.76 112 32B 38 MH C 6 10+43.73 530.00 524.0 80.37 0.06 2 15 16.7 14.5 5.5 38 0 0.12 0.65 0.08 2.02 8 31 5.74 11 b 542.65 61.86 15 8.27 0.016 1.01 6.7 0.2 36 MH CG -6 10+17.00 - 507.82 VDOT TD. IS -1 REQ'D 524.50 523.7 33.06 0.03z.2 15 11.9 11.1 3.0 36 0.17 0.65 0.11 2.13 8 36 5.73 12 2 0.12 0 0 0.30 NA 0.15 1.16 543.81 555.70 34 551.00 205.99 15 5.83 0.008 1.68 4.7 522.58 519.8 71.18 I 0.0464 15 13.9 12.8 5.6 340.00 0.00 0.00 2.42 8 45 5.71 13.81. DI -3C C 6 10+18.73 4 2.8 8.1 23 32D 0.36 0 0 0.45 N/A 0.22 1.90 519.18 516. 7 51.68 0.0582 18 25.4 14.6 3.5 2D 1.0 0.00 0.00 0.00 2.68 8 S i 5.69 15.3 g 32B 0.5 511.65 507. 0 70.94 0.0545 18 25.4 14.9 4.7 2B 0.03 0.00 0.00 0.00 2.68 859 5.67 15 3 0.000 0.00 0.4 0.0 520.15 519.65 RCP3 32 34B 504.00 502.6 26.73 0,0426 18 21.7 13.2 2.0 32 527.90 0.00 0.00 0.00 2.68 8 62 5.67 153 NA 0.00 0.00 557.10 563.48 OUT 500.80 500.0 17.00 0.0471 18 22.8 13.7 1.2 40B DI -313 CG -6 10+50.81 536.15 34.59 15 0.95 0.000 0.01 0.8 0.0 535.80 2F RCP3 0.44 0.59 0.26 0.26 5100 6.67 1.1 1 2 B 32D 0.00 517.70 517.7 18.73 0.0283 15 10.9 6.3 3.0 42D I C 6 10+63.12 8 551.97 VDOT TD. IS -1 REVD 42C 15 33.04 0. 6% 545.00 544.75 RCP3 4D 42B 0.50 0.58 0.29 0.29 5100 6.67 1. C 6 10+30.08 522.40 79.36 15 8.63 0.018 1.42 7A 34B 544.65 544.40 RCP3 1 520.15 519.5 95.01 0.00 3 15 4.7 3.6 26.3 4B 0.00 0.00 0.00 0.29 544 6.53 1. 41 0.5 0.18 0 0 0.38 NA 0.19 1.60 34 53299 526.60 52.49 15 7.12 1 519.55 519. 8 53.56 0.00 0 15 4.6 3.6 1 15.0 CG -6 10+42.47 12 559.21 VDOT TD. IS -1 READ 44A 15 2 3.53% 551.50 550.00 RCP3 16.8 5.5 37 0.5 0.17 0 0 0.30 NA 0.15 0.79 527.39 535.70 529.25 61.06 15 OB 0.011 0.41 0.57 0.23 0.23 5100 6.67 1. 52 40 DI -3C CG -6 535.80 531.; 0 50.81 0.0807 15 18.3 8.9 5.7 0.26 NA 0.13 0.80 530.05 537.64 I 532.50 82.90 15 6.17 0.009 0.76 5.0 6 2D 0.12 0.75 0.09 0.09 5}00 6.67 0. 0 0.16 NA 0.08 0.84 533.34 541.79 GG -6 535.50 42B 15 1 4.25 0.004 0.60 3.5 0.0 0.60% 545.00 544.5 33.04 0.0076 15 5.6 3.0 11.1 2B 0.05 0.75 0.04 0.13 5 1$ 6.61 0. +544.65 Di -3B C 6 10+57.12 3.0 2.4 7.3 0.1 0.03 42 0 0.08 NA 0.04 0.64 536.14 548.21 1 544.0 30.08 0,0043 1 15 5.9 3.4 8.9 p 0.00 0 0 0.02 NA 0.01 0.09 4B 548.76 0.41 0.58 0.24 0.24 5 00 6.67 1. 44 551.50 550.0 42.47 0.03',3 15 12.1 6.8 6.3 527.20 49.08 15 1 1.28 0.000 0.02 1.0 0.0 52 0.45 0.75 0.34 0.34 500 6.67 2.' 0.00 0 0 0.00 NA 46 0.02 527.22 532.82 560.30 560.0 147.81 0.00 0 ID 2.9 2.6 56.5 515.45 58 15 0.10 0.60 0.06 0.06 640 6.24 0. 56 1 0B 561.90 561.0 33.15 0.00606 1 15 5.0 2.4 14.0 56 0 1.00 0.42 0.42 0.48 770 5.89 �Tl 515.87 39.07 i 5 2.46 0.041 0.06 2.0 0.0 46 561.60 559.0 57.12 0.0368 1 15 12.4 8.1 7.0 vaar- in Proieet: I Avinitv Estates Job #: 92033 1 Prenared bv: KKW INLET STATION OUTLETWATER SURFACE ELEV D Q 7W S H V FT Q V. JUNCTIONLOSS Q*V V (2g Fi ANGLE H, H 7.3H .SH FINAL INLET WATER FT SURFACE ELEV RIM ELEV INFORMATION INLET INFORMATION C DMMENTS DIA. In. LENGTH* ft. SL PE INVERT /0 IN INVERT OUT MATERIAL INLET TYPE C rb Ty pe INLET STATION SLOT LENGTH RIM'S ELEVATION 18 560.50 57.12 1 15 2.82 0.002 0.11 2.3 0.0 15+98.75 10 536.47 VDOT TD. IS -1 REQ'D 17 15 33.54 5. 3% 529.84 527.85 RCP3 6 16 0.4 0.3 0.1 0.0 0.00 0 0 0.02 NA 0.01 0.12 560.62 566.59 562.70 33.15 15 0.37 0.000 0.00 0.3 0.0 14B g DI -313 Cd -6 14+63.86 4 527.62 VDOT TD. IS -1 REQ'D 14A 15 72.32 5. % 0.00 0 0 0.00 NA 0.00 0.00 562.70 566.66 14 DI -36 CG -6 13+91.54 10 525.30 VDOT STD. IS -1 REQD 13 15 34.87 3.58% 518.15 516.90 RCP3 12 1 FI DI -31B CG -6 13+56.67 10 527.83 VDOT 561.00 147.81 15 2.25 0.001 0.18 1.8 0.0 RCP3 4 11 • � 10 -2.65% 2 DI -313 CG -6 13+22.75 8 527.31 VDOT STD. 15-1 READ 9 24 0.00 0 0 0.01 NA 0.01 0.19 561.19 564.29 g 1 1 MH C 6 12+83.55 - 521.13 VDOT TD. IS -1 REQ'D 7 24 81.79 5. 8% 510.50 506.10 RCP3 6 MH C 6 12+0136 - 551.00 42.47 15 1.58 0.001 0.03 1.3 0.0 505.50 505.10 RCP3 4 4 B DI -7 CG -6 11+85.70 - 512.47 VDOT STD. IS -1 READ 0.00 0 0 0.01 NA 0.00 0.03 551.03 559.21 UGD UGD CG -6 - - 508.99 VDOT TD. IS -1 REQ'D 3 24 12.60 0.56% 498.29 498.22 RCP3 it 2 MH CG -6 545.40 30.08 15 0.84 0.000 0.01 0.7 0.0 23.83 0.92% 498.12 497.90 RCP3 42B I I I 1 1 0.6 0.5 0.3 1 0.0 0.00 0 0 0.00 NA 0.00 0.01 545.41 551.42 545.75 33.04 15 0.60 0.000 0.00 0.51 10.0 DI -31B CG -6 11+02.02 12 523.10 VDOT TD. IS -1 READ 42D 15 39.07 0. 1% 515.07 5114.87 RCP3 0.00 0 0 0.00 NA 0.00 0.00 545.75 55197 C 6 10+62.95 4 523.79 VDOT STD. IS -1 REQ'D 10A 15 62.95 0.51% 514.77 5114.45 RCP3 532.70 50.81 15 1.56 0.001 0.03 1.3 0.0 DI -3C C&6 10+49.08 6 532.82 VDOT STD. IS -1 READ 22C 15 40B 1.02% 526.70 526.20 RCP3 1 0.00 0 0 0.01 NA 0.00 0.03 532.73 542.76 30 DI -31B CG -6 14+49.89 10 548.76 VDOT TD. IS -1 REQ'D 29 15 36.63 0.457% 541.80 541.59 RCP3 520.28 53.56 15 1.95 0.001 0.05 1.6 0.0 DI -313 CG -6 14+13.26 10 548.21 VDOT TD. IS -1 REQ'D 27 34B 137.46 9% 541.49 534.50 1 1..9 1.6 3.1 0.0 0.01 0 0 0.02 N/A 0.01 0.06 520.34 527.90 C 6 520.65 95.01 15 1.95 0.001 0.09 1.6 0.0 82.90 r3.50% 534.40 531.50 RCP3 34D DI -313 CG -6 11+92.90 8 537.64 VDOT 0.00 0 0 0.01 NA 0.00 0.09 520.74 524.61 22 1 DI -313 CG -6 11+31.84 6 535.70 VDOT TD. IS -1 REQ'D 21 15 52.49 4. 6% 528.15 525.60 RCP3 20 518.17 18.73 15 1.73 0.001 0.01 1.4 0.0 19 15 79.36 5. 79%. 525.50 521.40 RCP3 32F 0.00 0 0 0.01 NA 0.00 0.02 518.19 524.31 26B DI -313 CG -6 10+34.59 8 542.29 VDOT TD. IS -1 REQ'D 26A 15 34.59 1.30% 535.60 555.15 RCP3 501.20 17.00 18 15.25 0.021 0.36 8.61 0.3 2 E4950 15.3 8.6 1 132 1.2 0.401 0 0 0.69 N/A 0.35 0.78 501.98 507.82 0.76% 504.06 26.73 18 15.25 0.021 0.56 8.6 0.3 48 DI -313 C 6 18+03.21 32B 563.60 VDOT TD. IS -1 REQ'D 47 15 96.90 0. 1 % 15.3 8.6 132 1.2 0.40 0 0 0.69 NIA 0.35 0.91 504.97 512.69 11 508.70 7094 18 15.25 0.021 1.50 8.6 0.3 566.27 VDOT TD. IS -1 REQ'D 45 15 205.99 2. 3% 555.41 550.00 RCP3 3 D 44 13.8 7.8 108 0.9 0.33 0 0 0.62 N/A 0.31 1.81 510.51 523.95 15 517.37 51.68 18 13.81 0.017 0.89 7.8 0.2 42 MH 4 14+38.45 - 548.23 VDOT TD. IS -1 REQ'D 41 15 12.2 9.9 121 1.5 0.54 0 0 0.77 N/A 0.39 1.28 518.65 526.78 40 520.28 71.18 15 12.19 0.036 2.53 9.9 0.4 13+50.96 8 538.22 VDOT TD. IS -1 REQ'D 39 15 80.37 6.729%. 530.00 524.60 RCP3 6 38 11.6 9.4 109 1.4 0.48 0 0 0.87 NA 0.43 2.97 523.25 530.84 524.37 33.06 15 11.58 0.032 1.06 9.4 0.3 36 g DI -3B 12+37.53 10 530.84 VDOT $TD. IS -1 REQ'D 11.2 9.1 102 1.3 0.45 0 0 0.80 NA 0.40 1.46 525.83 530.84 525.83 80.37 15� 11.17 0.030 2.40 9.1 0.3 MH CG -6 11+66.35 - 526.78 VDOT TD. IS -1 READ 33 18 51.68 5.82% 519.18 p RCP3 9.0 7.3 66 0.8 0.29 0 0 0.61 NA 0.31 2.71 528.54 538.22 VDOT 533.75 87.49 15 8.99 0.019 1.69 7.3 0.2 RCP3 32B MH C 6 10+43.73 - 512.69 VDOT 8.3 6.7 56 0.7 0.25 0 0 0.46 N/A 0.23 1.92 535.67 548.23 542.65 61.86 15 8.27 0.016 1.01 6.7 0.2 MH CG -6 10+17.00 - 507.82 VDOT TD. IS -1 REQ'D 31 18 17.00 4 500.80 5100.00 RCP3 5.8 4.7 28 0.4 0.12 0 0 0.30 NA 0.15 1.16 543.81 555.70 551.00 205.99 15 5.83 0.008 1.68 4.7 0.1 32F 6 DI -3C C 6 10+18.73 4 2.8 8.1 23 1.0 0.36 0 0 0.45 N/A 0.22 1.90 552.90 566.27 556.51 96.90 15 1.18 0.000 0.03 1.0 OA g 0.5 0.4 0.2 0.0 0.00 0 0 0.00 NA 0.00 0.03 556.54 563.60 11+48.57 557.10 32.92 15 0.50 0.000 0.00 0.4 0.0 520.15 519.65 RCP3 34B p MH CG -6 10+53.56 - 527.90 VDOT TD. IS -1 REQ'D 34A 0.00 0 0 0.00 NA 0.00 0.00 557.10 563.48 40B DI -313 CG -6 10+50.81 536.15 34.59 15 0.95 0.000 0.01 0.8 0.0 535.80 531.70 RCP3 2 B 0.00 0 0 0.00 NA 0.00 0.01 536.16 542.29 42D I C 6 10+63.12 8 551.97 VDOT TD. IS -1 REVD 42C 15 33.04 0. 6% 545.00 544.75 RCP3 42B DI -3B C 6 10+30.08 522.40 79.36 15 8.63 0.018 1.42 7A 0.2 544.65 544.40 RCP3 p 1 7.1 5.8 41 0.5 0.18 0 0 0.38 NA 0.19 1.60 524.00 53299 526.60 52.49 15 7.12 0.012 0.64 5.8 0.1 DI -313 CG -6 10+42.47 12 559.21 VDOT TD. IS -1 READ 44A 15 2 3.53% 551.50 550.00 RCP3 16.8 5.5 37 0.5 0.17 0 0 0.30 NA 0.15 0.79 527.39 535.70 529.25 61.06 15 6.76 0.011 0.67 5.5 52 4 DI -3C CG -6 #162) 8 5.0 31 0.4 0.14 0 0 0.26 NA 0.13 0.80 530.05 537.64 532.50 82.90 15 6.17 0.009 0.76 5.0 6 4.3 3.5 15 0.2 0.07 0 0 0.16 NA 0.08 0.84 533.34 541.79 GG -6 535.50 137.46 15 1 4.25 0.004 0.60 3.5 0.0 0.60% 561.90 561.70 RCP3 56 g Di -3B C 6 10+57.12 3.0 2.4 7.3 0.1 0.03 0 0 0.08 NA 0.04 0.64 536.14 548.21 542.59 36.63 15 2.98 0.002 0.08 2.40.011 p 0.00 0 0 0.02 NA 0.01 0.09 542.68 548.76 527.20 49.08 15 1 1.28 0.000 0.02 1.0 0.0 22D 0.00 0 0 0.00 NA 0.00 0.02 527.22 532.82 515.45 6295 15 2.60 0.002 0.10 2.1 0.0 1 0B 2.5 2.0 4.9 0.1 0.02 0 0 0.04 NA 0.02 0.12 515.57 523.79 515.87 39.07 i 5 2.46 0.041 0.06 2.0 0.0 1 D 0.00 0 0 0.02 NA 0.01 0.06 51593 523.10 499.50 23.83 24 17.02 0.006 0.13 7.61 0.2 14.9 1 4.7 71 0.3 0.12 0 0 0.35 N/A 0.17 0.31 499.81 510.12 499.82 12.60 24 14.89 0.004 0.05 4.7 0.1 UGD 14.9 4.7 71 0.3 0.12 0 0 0.21 INA 0.10 0.23 500.05 508.99 506.10 9.27 24 14.89 0.004 0.04 4.7 0.1 16.9 5.4 91 0.4 0.16 0 0 0.24 NA 0.12 0.23 506.33 512.47 16.06 24 16.91 0.006 0.09 5.4 0.1 i E506.70 :- 1 1 16.9 5.4 91 0.4 0.16 0 0 0.27 N/A 0.13 0.30 507.00 512.86 507.70 81.79 24 1 1691 0.006 0.46 5.4 0.1 16.9 5.4 91 0.4 0.16 0 0 0.27 N/A 0.13 0.59 508.29 521.13 514.10 39.20 24 16.91 0.006 0.22 5.4 0.1 p 15.5 4.9 77 0.4 0.13 0 0 0.25 NA 0.12 0.34 514.44 527.31 517.50 33.92 24 15.54 0.005 0.16 4.9 0.1 2 8.6 12.4 107 2.4 0.84 0 0 094 NA 0.47 0.63 518.13 527.83 518.13 34.87 15 6.32 0.010 033 5.1 0.1 14 5.2 4.2 22 0.3 0.10 0 0 0.20 INA 0.10 0.43 518.56 525.30 519.25 72.32 15 5.16 0.006 0.46 4.2 0.1 1 B 2.9 2.4 7 0.1 0.03 0 0 0.10 NA 0.05 0.51 519.76 527.62 523.21 101.35 15 2.93 0.002 0.21 2.4 0.0 6 1.6 1.3 2.1 0.0 0.01 0 0 0.03 NA 10.02 0.22 523.43 535.84 528.85 33.54 15 1.60 0.001 0.02 1.3 0.0 g 0.00 0 0 0.01 NA 0.00 0.02 528.87 536.47 H IlkSCOTT R. COLLINS'Z No. 35791 ONAL E � DRAINAGE DESCRIPTIONS R. NO. PPE INFORMATION INLET INFORMATION C DMMENTS DIA. In. LENGTH* ft. SL PE INVERT /0 IN INVERT OUT MATERIAL INLET TYPE C rb Ty pe INLET STATION SLOT LENGTH RIM'S ELEVATION 18 DI -3B CG -6 15+98.75 10 536.47 VDOT TD. IS -1 REQ'D 17 15 33.54 5. 3% 529.84 527.85 RCP3 • 16 DI -31B C0-6 15+65.21 10 535.84 VDOT TD. IS -1 REQ'D 15 15 101.35 5. 7% 527.75 52'2.21 RCP3 14B DI -313 Cd -6 14+63.86 4 527.62 VDOT TD. IS -1 REQ'D 14A 15 72.32 5. % 522.11 518.25 RCP3 14 DI -36 CG -6 13+91.54 10 525.30 VDOT STD. IS -1 REQD 13 15 34.87 3.58% 518.15 516.90 RCP3 12 1 FI DI -31B CG -6 13+56.67 10 527.83 VDOT TD. IS -1 REQ'D 11 24 33.92 516.80 515.90 RCP3 4 11 • � 10 -2.65% DI -313 CG -6 13+22.75 8 527.31 VDOT STD. 15-1 READ 9 24 39.20 4.'r2% 514.35 512.50 RCP3 g 1 1 MH C 6 12+83.55 - 521.13 VDOT TD. IS -1 REQ'D 7 24 81.79 5. 8% 510.50 506.10 RCP3 6 MH C 6 12+0136 - 512.86 VDOT TD. IS -1 REQ'D 5 24 16.06 2.49% 505.50 505.10 RCP3 4 DI -7 CG -6 11+85.70 - 512.47 VDOT STD. IS -1 READ 3A 24 9.27 5.39% 505.00 504.50 RCP3 UGD UGD CG -6 - - 508.99 VDOT TD. IS -1 REQ'D 3 24 12.60 0.56% 498.29 498.22 RCP3 it 2 MH CG -6 10+23.83 - 510.12 VDOT TD. IS -1 REQ'D 1 24 23.83 0.92% 498.12 497.90 RCP3 10D DI -31B CG -6 11+02.02 12 523.10 VDOT TD. IS -1 READ 10C 15 39.07 0. 1% 515.07 5114.87 RCP3 10B DI --3B C 6 10+62.95 4 523.79 VDOT STD. IS -1 REQ'D 10A 15 62.95 0.51% 514.77 5114.45 RCP3 22D DI -3C C&6 10+49.08 6 532.82 VDOT STD. IS -1 READ 22C 15 49.08 1.02% 526.70 526.20 RCP3 30 DI -31B CG -6 14+49.89 10 548.76 VDOT TD. IS -1 REQ'D 29 15 36.63 0.457% 541.80 541.59 RCP3 28 DI -313 CG -6 14+13.26 10 548.21 VDOT TD. IS -1 REQ'D 27 15 137.46 9% 541.49 534.50 RCP3 26 DI -3B C 6 12+75.80 10 541.79 VDOT TD. IS -1 READ 25 15 82.90 r3.50% 534.40 531.50 RCP3 24 DI -313 CG -6 11+92.90 8 537.64 VDOT TD. IS -1 REQ'D 23 15 61.06 5.116% 531.40 1 528.25 RCP3 22 1 DI -313 CG -6 11+31.84 6 535.70 VDOT TD. IS -1 REQ'D 21 15 52.49 4. 6% 528.15 525.60 RCP3 20 DI -313 CG -6 10+79.36 6 532.99 VDOT STD. IS -1 REQ'D 19 15 79.36 5. 79%. 525.50 521.40 RCP3 26B DI -313 CG -6 10+34.59 8 542.29 VDOT TD. IS -1 REQ'D 26A 15 34.59 1.30% 535.60 555.15 RCP3 E4950 DI-313 C67-6 18+36.13 6 563.48 VDOT STD. IS -1 REQ'D 15 32.92 0.76% 556.35 556.10 RCP3 48 DI -313 C 6 18+03.21 6 563.60 VDOT TD. IS -1 REQ'D 47 15 96.90 0. 1 % 556.00 555.51 RCP3 +C6 46 MH 17+06.30 - 566.27 VDOT TD. IS -1 REQ'D 45 15 205.99 2. 3% 555.41 550.00 RCP3 44 DI -313 CG -6 15+00.31 10 555.70 VDOT STD. IS -1 READ 43 15 61.86 8.050/0 547.00 541.65 RCP3 42 MH C&6 14+38.45 - 548.23 VDOT TD. IS -1 REQ'D 41 15 87.49 7. 2% 539.50 532.75 RCP3 40 DI -31B 6 13+50.96 8 538.22 VDOT TD. IS -1 REQ'D 39 15 80.37 6.729%. 530.00 524.60 RCP3 38 DI -3B 6 rC(I;-6 12+70.59 10 530.84 VDOT TD. IS -1 REQ'D 37 15 33.06 3.42% 524.50 5;23.37 RCP3 36 DI -3B 12+37.53 10 530.84 VDOT $TD. IS -1 REQ'D 35 15 71.18 4,134% 522.58 519.28 RCP3 34. MH CG -6 11+66.35 - 526.78 VDOT TD. IS -1 READ 33 18 51.68 5.82% 519.18 516.17 RCP3 32D MH CG -6 11+14.67 - 523.95 VDOT ISTD. IS -1 REVD 32C 18 70.94 5.$5% 511.65 5107.50 RCP3 32B MH C 6 10+43.73 - 512.69 VDOT STD. IS -1 REQ'D 32A 18 26.73 4. 6% 504.00 5102.86 RCP3 32 MH CG -6 10+17.00 - 507.82 VDOT TD. IS -1 REQ'D 31 18 17.00 4. l% 500.80 5100.00 RCP3 32F DI -3C C 6 10+18.73 4 524.31 VDOT 4TD. IS -1 REQ'D 32E 15 18.73 2.33% 517.70 517.17 RCP3 34D DI -3C CG -6 11+48.57 4 524.61 VDOT TD. IS -1 READ 34C 15 1 95.01 0. 3% 520.15 519.65 RCP3 34B MH CG -6 10+53.56 - 527.90 VDOT TD. IS -1 REQ'D 34A 15 53.56 O. 0% 519 .55 519.28 RCP3 40B DI -313 CG -6 10+50.81 10 542.76 VDOT TD. IS -1 READ 40A 15 50.81 8.)7% 535.80 531.70 RCP3 42D DI -313 C 6 10+63.12 8 551.97 VDOT TD. IS -1 REVD 42C 15 33.04 0. 6% 545.00 544.75 RCP3 42B DI -3B C 6 10+30.08 6 551-42 VDOT TD. IS -1 REQ`D 42A 15 30.08 0. 3% 544.65 544.40 RCP3 44B DI -313 CG -6 10+42.47 12 559.21 VDOT TD. IS -1 READ 44A 15 1 42.47 3.53% 551.50 550.00 RCP3 52 DI -3C CG -6 11+47.81 8 564.29 VDOT TD. IS -1 REQ'D 51 15 147.81 0. 0% 560.30 560.00 RCP3 58 DI -313 GG -6 10+90.28 6 566.66 VDOT 4TD. IS -1 REQ'D 57 15 33.15 0.60% 561.90 561.70 RCP3 56 Di -3B C 6 10+57.12 6 566.59 VDOT D. IS -1 REQ'D 55 1 15 57.12 3. 8% 561.60 559.50 RCP3 H IlkSCOTT R. COLLINS'Z No. 35791 ONAL E � • • FI � 4 11 • � • iY A it "s PIPE DESIGN Size inches n=0.013 for RCP n=0.01 for HDP Easement WidthReq'd fleet Pipe Hydrology 15 Pipe 13. U co UJ w ® tQ O C U N aQ 0 o ° cm 2 U E U Q ¢ U 'S 0 6 v o to v 4)v c p = Q o > >C) E cdcS fII w a� N E o o < m IL > u r4) - Pipe run: 18 -OUT 15 8.2 %7 18 16 0.32 0.75 0.240 0.240 5.00 6.67 1.610 26A 1.60 529.84 527.85 33.5 0.01 0.0593 7 5 15.73 8.12 0.07 5 16 14B 0.31 0.65 0.202 0.442 5.07 6.64 1.34 3 2.93 527.75 522.21 101.4 0.01 0.0547 6.9 5 15.10 9.38 0.18 11 14B 14 0.62 0.55 0.343 0.784 5.25 6.59 2.216 5.2 5.16 522.11 518.25 72.3 0.01 0.0534 20 5 14.92 10.97 0.11 20 14 12 0.24 0.75 0.180 0.964 5.36 6.55 1.1 88 20 6.32 518.15 516.90 34.9 0.01 0.0358 15 5 12.23 9.97 0.06 15 12 10 0.16 0.75 0.120 2.421 5.78 6.42 0.77 15 15.54 516.80 515.90 33.9 0.01 0.0265 11.9 4 36.85 11.19 0.05 16.5 10 8 0.13 0.70 0.091 2.962 8.44 5.71 0.52 14. 16.91 514.35 512.50 39.2 0.01 0.0472 32C 4 49.15 14.11 0.05 32A 8 6 0.00 0.00 0.000 2.962 8.49 5.70 0.00 31 16.91 510.50 506.10 81.8 0.01 0.0538 24 17. 52.47 14.88 0.09 6.9 6 4 0.00 0.00 0.000 2.962 8.58 5.68 0.010 4.9 16.91 505.50 505.10 16.1 0.01 0.0249 20 4 35.70 11.17 0.02 20 4 UGD 0.09 0.50 0.045 3.007 8.61 5.67 0.26 20 14.89 505.00 504.50 9.3 0.01 0.0539 r 4 52.54 14.31 0.01 91.80 UGD 2 ( 0.00 0.00 0.000 3.007 8.62 5.67 0.00 NOT CONNECTED DOWN STREAM 14.89 498.29 498.22 12.6 0.01 0.0056 4 16.86 6.06 0.03 2 OUT 0.00 0.00 0.000 3.007 8.65 5.66 0.00 17.02 498.12 497.90 23.8 0.01 0.0092 4 21.74 7.64 0.05 40.00 Pipe run: 10D-10 12 PVC 1 101) 10B 0.79 0.54 0.423 0.423 8.00 5.81 2.46 2.46 515.07 514.87 39.1 0.01 0.0051 341)2 YD 535.50 531.60 5 4.62 3.80 0.17 1 108 10 Q.o3 0.90 0.027 0.450 8.17 5.77 0.16 2.60 514.77 514.45 63.0 0.01 0.0051 34D1 YD 531.50 525.60 5 4.61 3.84 0.27 1 Pipe run: 22D-20 INLINE GRATE DRAIN 12" 22D 20 0.24 0.80 0.192 0.192 5.00 6.67 1.2;8 1.28 526.70 526.20 49.1 0.01 0.0102 PVC 5 6.52 4.12 0.20 12" Pipe run: 30-12 NOT CONNECTED DOWN STREAM 30 28 0.77 0.58 0.448 0.448 5.00 6.67 2.918 2.98 541.80 541.59 36.6 0.01 0.0057 5 4.89 4.17 0.15 28 26 0.26 0.75 0.195 Q.643 5.15 6.62 1.29 32F STR 528.00 521.001 4.25 541.49 534.50 137.5 0.01 0.0509 INLINE GRATE DRAIN 5 14.57 10.30 0.22 26 24 0.21 0.75 0.158 0.943 5.37 6.55 1.03 6.17 534.40 531.50 82.9 0.01 0.0350 5 12.08 9.85 0.14 24 22 0.13 0.75 0.098 1.040 5.51 6.50 0.63 6.76 531.40 528.25 61.1 0.01 0.0516 8.88% 5 14.67 11.64 0.09 INLINE GRATE DRAIN 22 1 20 0.08 0.75 0.060 1.100 5.60 6.48 0.39 7.12 52$.15 525.60 52.5 0.01 0.0486 5 14.24 11.60 0.08 20 12 0.06 0.75 0.045 t337 5.67 6.45 0.29 8.63 525.50 521.40 79.4 0.01 0.0517 557.00 551.60 5 14.68 12.44 0.11 1 Pipe run: 26B-26 INLINE GRATE DRAIN 12" 26B 26 0.19 0.75 0.143 0.143 5.00 6.67 0.95 0.95 535.64 535.15 34.6 0.01 0.0130 5 7.37 4.11 0.14 Pipe run: 50 -OUT 50 48 0.10 0.75 0.075 0.075 5.00 6.67 0.60 48 STR 556.44 556.10 0.50 556.35 556.10 32.9 0.01 0.0076 INLINE GRATE DRAIN 5 5.63 2.82 0.19 48 46 0.15 0.69 0.104 0.179 5.19 6.60 0.68 1.18 556.00 555.51 96.9 0.01 0.0051 5 4.59 3.11 0.52 46 44 0.00 0.00 0.000 0.995 7.82 5.86 0.001 56 STR 564.50 562.00 5.83 555.41 550.00 206.0 0.01 0.0263 INLINE GRATE DRAIN 5 10.47 14.90 0.23 44 42 0.26 0.75 0.195 1.427 8.05 5.80 1.113' 8.27 547.00 541.65 61.9 0.01 0.0865 5 19.00 14.92 0.07 42 40 0.00 0.00 0.000 1.554 8.12 5.78 0.00) 8.99 539.50 532.75 87.5 0.01 0.0772 5 17.94 14.62 0.10 40 38 0.19 0.80 0.152 1.940 8.22 5.76 0.881 11.17 530.00 524.60 80.4 0.01 0.0672 5 16.74 14.55 0.09 38 36 ( 0.12 0.65 0.078 2.018 8.31 5.74 0.451 11.58 524.50 523.37 33.1 0.01 0.0342 5 11.94 11.09 0.05 36 34 0.17 0.65 0.111 2.128 8.36 5.73 0.631 12.19 522.58 519.28 71.2 0.01 0.0464 5 13.91 12.76 0.09 34 32D 0.00 0.00 0.000 2.420 8.45 5.71 0.001 13.81 519.18 516.17 51.7 0.01 0.0582 8 25.35 14.58 0.06 32D 32B 0.00 Q.OQ 0.000 2.679 8.51 5.69 omi 15.25 511.65 507.50 70.9 0.01 0.0585 8 25.41 14.94 0.08 32B 32 0.00 0.00 0.000 2.679 8.59 5.67 0.001 15.25 504.00 502.86 26.7 0.01 0.0426 $ 21.69 13.24 0.03 32 OUT 0.00 0.00 0.000 2.679 8.625.67 O.oQ', 15.25 500.80 500.00 17.0 0,01 0.0471 8 22.79 13.75 0.02 Pipe run: 32F -32D i i 32F 32D 0.44 0.59 0.259 0259 5.00 6.67 1.73'', 1.73 517.70 517.17 18.7 0.01 0.0283 5 10.87 6.34 O.QS Pipe run: 341)-34 � 34D 348 0.50 0.58 0.292 0.292 5.00 6.67 1.95; 1.95 520.15 519.65 95.0 0.01 0.0053 5 4.69 3.61 0.44 34B 34 0.00 0.00 0.000 0.292 5.44 6.53 0.+00) 1.95 519.55 519.28 53.6 0.01 0.0050 5 4.59 3.57 0.25 Pipe run: 408-40 408 40 0.41 0.57 0.234 0.234 5.00 6,67 1.56j 1.56 535.80 531.70 50.$ 0.01 0.0807 5 1$.35 8.92 0.09 Pipe run: 42D-42 421) 428 0.12 0.75 0.090 0.090 5.00 6.67 0.60 0.60 545.00 544,75 33.0 0.01 0.0076 5 5.62 2.98 0.18 428 42 0.05 0.75 0.038 0.128 5.18 6.61 0.251 0.84 544.65 544.40 30.1 0.01 0.0083 15 5.89 3.36 0.15 Pipe run: 44B-44 448 44 0.41 0.58 0.237 0.237 5.00 6.67 1.a8 1.58 551.50 550.00 42.5 0.01 0.0353 5 12.14 6.77 0.10 Pipe run: 54-46 52 46 0.45 0.75 0.33$ Q.338 5.00 6.67 2.25 2.25 560.30 560.00 147.8 0.01 0.0020 5 2.91 2.62 0.94 Pipe run: 58-46 58 56 MID 0.60 0.06Q 0A60 6.40 6.24 0.,37 0.37 561.90 561.70 33.2 0.01 0.0060 5 5.02 2.36 0.23 56 46 1.00 0.42 0.419 0.479 7.70 5.89 2.47 1 2.82 1 561.60 1 559.50 1 57.1 0.01 0.0368 5 12.39 8.11 0.12 Pipe No. Size inches Max Depth feet Easement WidthReq'd fleet Easement Width Provided feet 17 15 5.3 13. 20 15 15 6.3 15.0 20 14A 15 8.2 %7 20 13 15 8.9 21. 22 11 24 11.2 26A 26.5 9 24 8.3 20.6 21 7 24 4.8 13. 20 5 24 5.4 14. 20 3A 24 10 24.q 24.5 3 24 10.1 24. 24.5 1 24 6.9 17. 20 1 O 15 11 25. 26 22C 15 5 13. 20 29 15 5.2 13. 20 27 15 5.5 14. 20 25 15 6 15. 20 23 15 5.5 14. 20 21 15 6.1 15.5 20 19 15 5.9 15., 20 26A 15 5 13., 20 49 15 5 13. 20 47 15 9.7 22. 23 45 15 5 13. 20 43 15 4.3 11.9 20 41 15 6.6 16.5 20 39 15 6.4 16., 20 37 15 5.4 14. 20 35 15 6.8 16.9 20 32C 18 8.7 2&9 21 32A 18 7 17. 20 32A 18 4.7 12.9 20 31 18 5 1 3.zli 20 34E 15 6.9 17. 20 34C 15 6.9 17. 20 34A 1 15 3.3 20 40A 15 4.9 13. 20 42A 15 5.2 13.7 20 42A 15 5.8 14.9 20 44A 15 5.5 143 20 51 15 3.3 9.9 20 57 15 5.1 13.5 20 "U it ll ,T [rr An - i n STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT) PERIMETER (FT) A (ACRES) C I (1NMR) Q (CFS) SLOPE I FT./FT. SIZE PIPE MATERIAL INCHES NUMBER OF PIPES RIM ELEVA ON STRUCTURE TYPE STRUCTURE S17 -E 4 DI -7 3.00 6.40 0.09 0.50 4.00 0.18 0.5 WEIR FLOW 4 DI -7 3.00 1 6.40 1 0.09 10.501 6.50 1 0.29 0.7 WEIR FLOW TH o7 SCOTT R. COLLINS�Z No. 3]5791 �&�OXAL F YARD DRAIN SEWER NETWORK POINT DOWNSTREAM UPSTEAMSTURCTURES INVERT STRUCTURE BRANCHED ELEVATIONS UPPER LOWER LENGTH FEET SLOPE I FT./FT. SIZE PIPE MATERIAL INCHES NUMBER OF PIPES RIM ELEVA ON STRUCTURE TYPE STRUCTURE S17 -E 1 D YD IOD STR 51598 515.40 96.50 0.60% 12 PVC 1 521.0 INLINE tiRATE DRAIN 8" I B3 YD 1482 YD 1 535.00 531.10 87.80 4.44% 12 PVC 1 538.0 INLINE GRATE DRAIN 12" Iz B2 YD 14B1 YD 1531.00 526.10 57.20 8.57% 12 PVC I 534.f 0 INLINE GRATE DRAIN 12" 1 B1 YD 14B STR 1 1526.00 524.00 28.00 7.14% 12 PVC 1 529. 0 INLINE GRATE DRAIN 12" NOT CONNECTED DOWN STREAM 3 IC YD 30B YD 553.00 546.10 84.00 8.21% 12 PVC I 556.0 INLINE GRATE DRAIN 12" s . s 3013 YD 30A YD 546.00 543.10 71.20 4.07% 12 PVC 1 549. 0 INLINE GRATE DRAIN 12" t « r r MA YD 30 STR 543.00 541.90 91.80 1.20% 12 PVC 1 546.0 INLNE GRATE DRAIN 12" NOT CONNECTED DOWN STREAM 34D4 YD 34D3 YD 541.80 535.60 40.00 15.50% 12 PVC 1 545. 0 INLINE GRATE DRAIN 12" 34D3 YD 341)2 YD 535.50 531.60 40.00 9.75% 12 PVC 1 539.0 NLNE GRATE DRAIN 12" 34D2 YD 34D1 YD 531.50 525.60 43.70 13.50% 12 PVC 1 535.0 INLINE GRATE DRAIN 12" 3 DI YD 34D STR 525.50 521.00 55.40 8.12% 12 PVC 1 529.0 INLINE GRATE DRAIN 12" NOT CONNECTED DOWN STREAM �w 3 F YD 32F STR 528.00 521.001 58.80 11.90% 12 PVC 1 531.0 INLINE GRATE DRAIN 12" NOT CONNECTED DOWN STREAM F5547. 4 B YD 40B STR 543.00 535.90 80.00 8.88% 12 PVC 1 0 INLINE GRATE DRAIN 12" NOT CONNECTED DOWN STREAM 44B YD 44B STR 557.00 551.60 72.50 7.45% 12 PVC 1 560. 0 INLINE GRATE DRAIN 12" NOT CONNECTED DOWN STREAM 8 YD 48 STR 556.44 556.10 27.60 1.23% 12 PVC 1 561.0 INLINE GRATE DRAIN 12" NOT CONNECTED DOWN STREAM 6 YD 56 STR 564.50 562.00 b2.50 4.00% 12 PVC 1 568.0 INLINE GRATE DRAIN 12" TH o7 SCOTT R. COLLINS�Z No. 3]5791 �&�OXAL F w= t s . s t « r r r. .. �w INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Intensity 4.00 (Intensity is 4 in/hr Intensity Intensity 4.00 (Intensity is 4 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Inlet Mannings Coefficient, n is 0.013 Mannings Coefficient, n is 0.013 Mannings Coefficient, n is 0.013 Inlet Hydrology L6 • Curb and Gutter Inlet a O Inlet Hydrology Hydrology Curb and Gutter Curb and Gutter Inlet Inlet U f4 O O = A ,"... O a} w a .B m a 9J V O 2 (ns O 22 U 0 CR C� (6 v N> CMv Q o 0 3 a) ''a co m a� a _ c o Lca Z t x PV v v F O o v o is = m ar r.. o a ca m ct > ¢ U U d CS (� cn r� cn U) F- W _ o F= ^ J N c O w o left 0.05 0.50 10.025TO.16 0.00 0.16 L m N m w v v a n c u, o right 0 0.50 o v o o N o a Y • f4 o� O > o C:o o 4 DI -7 I :2 c o m W - 0.06 N/A 0.12 left w a-ci 0.096 U m 42 Q 2.0 w R{ Q. 0.64 a) p V O U Q as 0.80 m 0.62 II w 0.0010 0.0500 2A n 1.6600 ro m o v > 3 w n a O� N g .2 N N } m o 5 W Q B t C c o et C W n w U <a 1.8282 c o a, ° o U 3 0 -6_ 22 left U �_ + g 2.0 0.00 0.10 N o p +�' N O> m O O U 0.020 a� o Z3 c3 'S r 1 N o I o cc 5.04 0.79 co ea o - 0.65 m o rn 0.0010 0.2 n04 x °� o If TVri 0.04 N/A 0.08 combined flow 1.2 a > <C o m CJ C� Ci o cA 5 cn cn H w° d cn can' u II (_D c c right v s 18 S 10.0 ti ti > 0.75 Q U U 1.56 0.1200 Ci U3 U) 3 cn U) 1- W co to o W =7 1.33 W a C'J coU Cr 18 3B 10.0 0.32 0.75 0.240 0.96 0.00 0.96 0.1200 0.0200 2.0 0.0830 4.1500 4.12 0.95 3.5120 0.1463 0.1590 11.89 0.84 0.96 0.92 0.04 10D 38 16 3B 10.0 0.31 0.65 0.202 0.81 0.00 0.81 0.1200 0.0200 2.0 0.0830 4.1500 3.86 0.95 3.5120 0.1463 0.1605 10.99 0.91 0.99 0.80 0.01 14B 313 148 STR 36 4.0 0.13 0.75 0.098 0.39 0.01 0.40 0.0200 0.0200 2.0 0.0830 4.1500 4.16 0.88 3.5120 0.1463 0.1488 5A1 0.80 0.94 0.38 0.02 14 36 14 3B 10.0 0.24 0.75 0.180 0.72 0.02 0.74 0.0200 0.0200 2.0 0.0830 4.1500 5.24 0.88 3.5120 0.1463 0.1488 6.49 1.54 1.00 0.74 0.00 - 38 12 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0,0650 0,0200 2.0 0.0830 4.1500 3.57 0.97 3.5120 0.1463 0.1619 7.31 1.37 1.00 0.48 0.00 - 3B 10 3B 8.0 0.13 0.70 0.091 0.36 0.00 0.36 0,0650 0.0200 2.0 0.0830 4.1500 3.21 0.98 3.5120 0.1463 0.1634 6.48 1.24 1.00 0.36 0.00 1013 313 10D STR 38 12.0 0.28 0.60 0.168 0.67 0.04 0.71 0.0300 0.0200 2.0 0.0830 4.1500 4.77 0.90 3.5120 0.1463 0.1517 7.10 1.69 1.00 0.71 0.00 - 38 108 38 4.0 0.03 0.90 0.027 0.11 0.00 0.11 0.0300 0.0200 2.0 0.0830 4.1500 2.36 0.99 3.5120 0.1463 0.1649 3.07 1.30 1.00 0.11 0.00 - 313 30 STR 3B 10.0 0.25 0.75 0.188 0.75 0.00 0.75 0.0300 0.0200 2,0 0.0830 4.1500 4.87 0.89 3.5120 0.1463 0.1502 7.32 1.37 1.00 0.75 0.00 - 313 28 3B 10.0 0.26 0.75 0.195 0.78 0.00 0.78 0.0300 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.1463 0.1488 7.48 1.34 1.00 0.78 0.00 - 38 26 3B 10.0 0.21 0.75 0.158 0.63 0.00 0.63 0.0500 0.0200 2.0 0.0830 4.1500 4.15 0.97 3.5120 0.1463 0.1619 7.58 1.32 1.00 0.63 0.00 22 38 24 3B 8.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0500 0,0200 2.0 0.0830 4.1500 3.46 0.97 3.5120 0.1463 0.1619 6.20 1.29 1.00 0.39 0.00 - 3B 22 3B 6.0 0.08 0.75 0.060 0.24 0.00 0.24 0.0650 0.0200 2.0 0.0830 4.1500 2.75 0.99 3.5120 0.1463 0.1649 5.41 1.11 1.00 0.24 0.00 26B 3B 20 3B 6.0 0.06 0.75 0.045 0.18 0,00 0.18 0.0650 0.0200 2.0 0.0830 4.1500 2.47 0.99 3.5120 0.1463 0.1649 4.79 1.25 1.00 0.18 0.00 - 3B 26B 3B 8.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0500 0.0200 2.0 0.0830 4.1500 3.99 0.96 3.5120 0.1463 0.1605 7.31 1.09 1.00 0.57 OM - 38 50 3B 6.0 0.10 0.75 0,075 0.30 0.00 0.30 0.0400 0.0200 2.0 0.0830 4.1500 3.27 0.98 3.5120 0.1463 0.1634 5.16 1.16 1.00 0.30 0.00 - 313 48 STR 38 6.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0400 0.0200 2.0 0.0830 4.1500 2.70 0.99 3.5120 0.1463 0.1649 4.14 1.45 1.00 0.18 0.00 - 313 44 3B 10.0 0.26 0.75 0.195 0.78 0.00 OJ8 0.1200 0.0200 2.0 0.0830 4.1500 3.81 0.96 3.5120 0.1463 0.1605 10.84 0.92 0.99 0.77 0.01 40 313 40 38 8.0 0.19 0.80 0.152 0.61 0.01 0.62 0.1200 0.0200 2.0 0,0830 4.1500 3.49 0.97 3.5120 0.1463 0.1619 9.76 0.82 0.95 0.59 0.03 38 38 38 3B 10.0 0.12 0.65 0.078 0.31 0.03 0.34 0.0500 0.0200 2.0 0.0830 4.1500 3.29 0.98 3.5120 0.1463 0.1634 5.82 1.72 1.00 0.34 0.00 - 3B 36 3B 10.0 0.17 0.65 0.111 0.44 0.00 0.44 0,0500 0.0200 2.O 0.0830 4.1500 3.63 0.97 3.5120 0.1463 0.1619 6.53 1.53 1.00 0.44 0.00 - 38 40B STR 3B 10.0 0.19 0.65 0.124 0.49 0.00 0.49 0.1200 0.0200 2.0 0.0830 4.1500 3.21 0.98 3.5120 0.1463 0.1634 8.85 1.13 1.00 0.49 0.00 - 313 42D 3B 8.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0830 4.1500 3.99 0.96 3.5120 0.1463 0.1605 4.58 1.75 1.00 0.36 0. GO - 3B 42B 38 6.0 0.05 0.75 0.038 0.15 0.00 0.15 0.0200 0.0200 2.0 0.0830 4.1500 2.88 0.99 3.5120 0.1463 0.1649 3.12 1.92 1.00 0.15 0.00 - 38 44B STR 38 12.0 0.21 0.65 0.137 0.55 0.00 0.55 0.1200 0.0200 2.0 0.0830 4.1500 3.34 0.98 3.5120 0.1463 0.1634 9.23 1.30 1.00 0.55 0.00 56 STR 3B 58 313 6.0 0.10 0.60 0.060 0.24 0.00 1 0.24 0.0200 0.0200 2.0 0.0830 4.1500 3.43 0.97 3.5120 0.1463 0.1619 3.84 1 1.56 1.00 0.24 0.00 - 56 STR 313 6.0 0.19 0.50 0.095 0.38 0.00 1 0.38 0.0200 1 0.0200 2.0 0.0830 4.1500 4.07 0.95 3.51201 0.1463 1 0.1590 4.71 1 1.27 1.00 0.38 0.00 - INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) EAD AND DEPTH) Intensity 6.50 (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Intensity 4.00 (Intensity is 4 in/hr Intensity 6.50 6.5 in/hr for (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Curb and Gutter Inlet Mannings Coefficient, n is 0.013 Mannings Coefficient, n is 0.013 Inlet Hydrology L6 • Curb and Gutter Inlet a O Hydrology Curb and Gutter Inlet U f4 O O = A ,"... O a} w a .B m a 9J V O 2 (ns O 22 U 0 CR u7 (6 v N> CMv Q o 0 3 a) ''a co m a� a _ c o Lca Z t x PV v v F O o v o is = m ar W o a ca m ct > ¢ U U d CS (� cn r� cn U) F- W _ o F= ^ J N c O w o left 0.05 0.50 10.025TO.16 0.00 0.16 L m N m w v v a n c u, o right 0 0.50 o v o o o a Y • f4 o� ° > o C:o o 4 DI -7 I :2 c o m W - 0.06 N/A 0.12 left w a-ci 0.096 0.62 m 42 Q 2.0 w .... 7n rn 0.64 rk c1l m a4i as 0.80 0.096 0.62 0.00 0.62 0.0010 0.0500 2A n 1.6600 ro m o v > 3 w n a o o g x cn 0.15 0.321 W 3 m o 5 • Q B t > c o et cn W n w U <a 1.8282 c o a, ° o U 3 0 0.13 0.65 left 3 to �_ + g 2.0 0.00 0.10 > + p o combined flow 1.1 m right a 0.50 0.020 a� o 0.00 c3 1 0.091 _ o 1 L o I o cc 5.04 0.79 ea 4 DI -7 - 0.65 0.091 combined flow rn 0.0010 0.2 n04 1 0.0830 1.8202 if If TVri 0.04 N/A 0.08 combined flow 1.2 a > <C U U CJ C� Ci uS cA 'S cn cn H w° d cn can' _I ui c C1 right 1 0.75 18 313 10.0 0.32 0.75 0.240 1.56 0.00 1.56 0.1200 0.0200 2.0 0.0830 4.1500 4.94 0.88 3.5120 0.1463 0.1488 15.18 0.66 0.86 1.33 0.23 10D 16 313 10.0 0.31 0.65 0.202 1.31 0.00 1.31 0.1200 0.0200 2.0 0.0830 4.1500 4.63 0.91 3.5120 0.1463 0.1532 13.86 0.72 0.90 1.18 0.13 14B 2.0 14B STR 38 4.0 0.13 0.75 0.098 0.63 0.13 0.76 0.0200 0.0200 2.0 0.0830 4.1500 5.30 0.88 3.5120 0.1463 0.1488 6.57 0.61 0.82 0.62 0.14 14 14 313 10.0 0.24 0.75 0.180 1.17 0.14 1.31 0.0200 0.0200 2.0 0.0830 4.1500 1 6.48 0.80 3.5120 0.1463 0.1371 8.66 1.16 1.00 1.31 0,00 - 12 36 10.0 0.16 0.75 0.120 1 0.78 0.00 0.78 0.0650 0.0200 2.0 0.0830 4.1500 4.28 0.94 1 3.5120 0.1463 0.1576 9.12 1.10 1.00 0.78 0.00 1 0.65 0.091 10 38 8.0 0.13 0.70 0.091 0.59 0.00 0.59 0.0650 0.0200 2.0 0.0830 4.1500 3.86 0.96 3.5120 0.14.63 0.1605 8.03 1.00 1.00 0.59 0.00 0.7 10D STR 3B 12.0 0.28 0.60 0.168 1.09 0.23 1.32 0.0300 0.0200 2.0 0.083.0 4.1500 6.02 0.85 3.5120 0.1463 0.1444 9.49 1.26 1.00 1.32 0.00 0.0390 2.0 1013 313 4.0 0.03 1 0.90 0.027 0.18 0.00 0.18 0.0300 0.0200 2.0 0.0830 4,1500 2.83 0.99 3.5120 0.1463 0.1649 3.76 1.06 1.00 0.18 0.00 1 0.76 30 STR 38 10.0 0.25 0.75 0.188 1.22 0.00 1.22 0.0300 0.0200 2.0 0.0830 4.1500 5.85 0.83 3.5120 0.1463 0.1415 9.30 1.07 1.00 1.22 0.00 - 28 313 10.0 0.26 0.75 1 0.195 1 1.27 0.00 1.27 1 0.0300 0.0200 2.0 0.0830 1 4.1500 5.93 0.83 3.5120 0.1463 0.1415 9.46 1.06 1.00 1.27 0.00 26 313 10.0 0.21 0.75 0.158 1.02 0,00 1.02 0.0500 0.0200 2.0 0.0830 4.1500 4.98 0.88 3.5120 0.1463 0.1488 9.78 1.02 1.00 1.02 0.00 24 38 8.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0500 0.0200 2.O 0.0830 4.1500 4.16 0.95 3.5120 0.1463 0.1590 7.68 1.04 1.00 0.63 0.00 22 38 6.0 0.08 0.75 0.060 0.39 0.03 0.42 0.0650 0.0200 2.0 0.0830 4.1500 3.38 0.98 3.5120 0.1463 0.1634 6.86 0.87 0.98 0.41 0.01 1 20 20 3B 6.0 0.06 0.75 0.045 0.29 0.01 0.30 0.0650 0.0200 2.0 1 0.0830 4.1500 3.00 0.99 3.5120 0.1463 0.1649 5.96 1.01 1.00 0.30 0.00 - 26B 3B 8.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0500 0.0200 2.0 0.0830 4.1500 4.79 0.89 3.5120 0.1463 0.1502 9.32 0.86 0.97 0.90 0.03 22 50 3B 6.0 0.10 0.75 1 0.075 0.49 0.00 0.49 1 0.0400 0.0200 2.0 0.0830 1 4.1500 3.93 0.96 3.5120 0.1463 0.1605 6.40 0.94 0.99 0.48 0.00 - 48 STR 38 6.0 0.06 0.75 0,045 0.29 O.GO 0.29 0.0400 0.0200 2.0 0.0830 4.1500 3.24 0.98 3.5120 0.1463 0.1634 5.11 1.17 1.00 0.29 0.00 - 44 313 10.0 0.26 0.75 0.195 1.27 0.00 1.27 0.1200 0,0200 2,0 0.0830 4.1500 4.57 0.91 3.5120 0.1463 0.1532 13.67 0.73 0.91 1.15 0.12 40 40 313 8.0 0.19 0.80 0.152 0.99 0.12 1.11 0.1200 0.0200 2.0 0.0830 4.1500 4.35 0.95 3.5120 0.1463 0.1590 12.62 0.63 0.84 0.93 0.18 38 38 313 10.0 0.12 0.65 0.078 0.51 0.18 0.69 0.0500 0.0200 2.0 0.0830 4.1500 1 4.29 0.96 3.5120 0.1463 0.1605 7.91 1.26 1.00 0.69 0.00 36 38 10.0 0.17 0.65 0.111 0.72 0.01 0.73 0.0500 0.0200 2.0 0,0830 4.1500 4.38 0.93 3.5120 0.1463 0.1561 8.24 1.21 1.00 0.73 0.00 40B STR 3B 10.0 0.19 0.65 0.124 0.80 0.00 0.80 0.1200 0.0200 2.0 0.0830 4.1500 3.85 0.96 3.5120 0.1463 0.1605 10.97 0.91 0.99 0.79 0.01 36 42D 38 8.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0830 4.1500 4.79 0.90 3.5120 0.1463 0.1517 5.80 1.38 1.00 0.59 0,00 - 42B 313 6.0 0.05 0.75 0.038 0.24 0.00 0.24 0.0200 0.0200 2.0 0.0830 4.1500 3.45 1 0.98 3.5120 0.1463 0.1634 3.84 1.56 1.00 0.24 0.00 44B STR 3B 12.0 0.21 0.65 0.137 0.89 0.00 0.89 0.1200 0.0200 2.0 0.0830 4.1500 1 4.00 0.95 3.5120 0.1463 0.1590 11.51 1.041.00 0.89 0.00 - 58 38 6.0 0.10 0.60 0.060 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0830 4.1500 4.11 0.95 3.5120 0.1463 0.1590 4.76 1.26 1.00 0.39 0.00 56 STR 3B 6.0 0.19 0.50 0.095 0.62 0.00 0.62 0.0200 0.0200 2.0 0.0830 4.1500 1 4.89 0.88 3.5120 0.1463 0.1488 6.01 1.00 1.00 0.62 0.00 INLETS 1N SUMP, DESIGN (CURB SPREAD AND INLET SPREAD EAD AND DEPTH) Intensity 6.50 (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Inlet Hydrology Curb and Gutter Inlet Mannings Coefficient, n is 0.013 Inlet Hydrology L6 • Curb and Gutter a O Inlet U f4 O O = A ,"... O a} w a .B m a 9J V O 2 (ns O 22 U 0 a; u7 (6 v N> CMv Q o 0 3 a) ''a co m a� a _ c o Lca Z t x PV v F O o v o is = m ar W o a ca m ct > ¢ U U d CS (� cn r� cn U) F- W _ o F= ^ N c O w o left 0.05 0.50 10.025TO.16 0.00 0.16 L m N m w v v a n c u, o right 0 0.50 o v o o o a Y • f4 o� ° > o C:o o 4 DI -7 I :2 c o m - 0.06 N/A 0.12 left w a-ci 0.096 0.62 m 0.0010 Q 2.0 1 0.0830 o 4.85 0.64 rk m a4i as 0.80 0.096 0.62 0.00 0.62 0.0010 0.0500 2A 0.0830 1.6600 4.85 0.64 22D 3C 1 6.0 combined flow 1.2 0.15 0.321 a > • Q U U CJ CJ et cn v> 0.0454 CO (1)F- 1.8282 4.91 w 'o -o F-: r ght 0.13 0.65 left 0.05 0.50 0.025 Ci.10 2.0 0.00 0.10 0.79 + 32F 3C 4.0 combined flow 1.1 right 0.04 0.50 0.020 .08 0.00 0.08 1 0.091 0.59 1 L 0.0456 I 1 0.0830 1.8202 5.04 0.79 4 DI -7 - 0.65 0.091 combined flow 0.00 0.59 0.0010 0.2 1 2.0 1 0.0830 1.8202 5.04 0.79 0.04 N/A 0.08 combined flow 1.2 left 0.12 1 0.80 1 0.096 0.38 0.00 0.38 0.0010 0.0500 2.0 0.0830 1.6600 1 4.05 1 0.73 5.36 1 0.68 right 1 0.75 1 0.083 0.54 C.38 0.0010 0.00 0.38 0.0010 0.0500 2.0 0.0$30 1.6600 4A5 0.73 52 3C 1 8.0 combined flow 1.1 22D 3C 6.0 3.01 combined flow 0.8 - grate inlets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth 0.11 0.232 2.13 - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities left 0.13 0,65 0.0$5 .34 0.00 0.34 0.0010 0.0454 2.0 0.0830 1.8282 1 , 0.87 right 0.13 0.65 0.0$5 .34 0.00 0.34 0.0010 0.0454 2.0 0.0830 1.8282 4.10 0.87 32F 3C 4.0 combined flaw 10.7 1 0.11 0.250 2.52 left 0.14 1 0.65 0.091 1 .36 1 0.00 0.36 0.00K[1 .04562.0 0.0830 1.8202 4.20 1 0.87 right 0.14 1 0.65 0.091 C.36 0.00 0.36 0.0010 0.0456 2.0 0.0830 1.8202 4.20 1 0.87 34D 3C 4.0 combined flow 0.7 0.12 0.262 2.63 left 0.11 1 0.75 1 0.083 C.33 0.00 0.330.0010 0.0390 2.0 0.0830 2.1282 4.46 0.76 ri C.33 0.00 0.33 0.0010 0.0390 2.0 0.0830 1 2.1282 4.46 1 0.76 52 3G 8.0 combined flaw 0.7 0.08 0.185 2.18 gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI -7) in open pavement areas will not have a cur spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6. in/hr check storm wail suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as welll as yard inlet and roof drain drainage areas. INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet L6 • a O U f4 O O = A ,"... O a} w a .B m a 9J V O 2 (ns O 22 U 0 t (6 v N> CMv Q o 0 3 a) ''a co m a� a _ c o Lca Z t x PV v F O o v o is = m ar W o a ca m ct > ¢ U U d CS (� cn r� cn U) F- W _ o F= left 0.05 0.50 10.025TO.16 0.00 0.16 right 0.04 0.50 0.020 0.13 1 0.00 0.13 +__� • • • 4 DI -7 I combined flow 0.3 0.06 N/A 0.12 left 0.12 0.80 0.096 0.62 1 0.00 0.62 0.0010 0.0500 2.0 1 0.0830 1.6600 1 4.85 0.64 rk right 0.12 0.80 0.096 0.62 0.00 0.62 0.0010 0.0500 2A 0.0830 1.6600 4.85 0.64 22D 3C 1 6.0 combined flow 1.2 0.15 0.321 2.95 • left 0.13 0.65 0.08` 0.55 0.00 0.55 0.0010 0.0454 2.0 0.0830 1.8282 4.91 0.79 r ght 0.13 0.65 0.085 0.55 0.00 0.55 0.0010 0.0454 2.0 0.0830 1.8282j..4.91 0.79 32F 3C 4.0 combined flow 1.1 0.16 0.345 1 3.48 left 0.14 1 0.65 1 0.091 0.59 1 0.00 0.59 0.0010 0.0456 2.0 1 0.0830 1.8202 5.04 0.79 right 0.14 0.65 0.091 0.59 0.00 0.59 0.0010 1 0.0456 1 2.0 1 0.0830 1.8202 5.04 0.79 340 F -3 -r -D 4.0 combined flow 1.2 0.17 0.362 3.64 left 0.11 0.75 0.083 0.54 0.00 0.54 0.0010 1 0.0390 2.0 1 0.0830 1 2.1282 5.36 1 0.68 right 1 0.11 1 0.75 1 0.083 0.54 0.00 0.54 0.0010 1 0.0390 2.0 1 0.0830 1 2.1282 5.36 1 0.68 52 3C 1 8.0 combined flow 1.1 0.12 0.256 3.01 gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been_sized to include overland flow as well as yard inlet and roof drain drainage areas. 07 SCOTT R. COLLINS'� No. 35791 Ao� SS1DNAL E��Z I r i • • • • �F► rk • t R j PT 0 N)'� SCOTT R. COLLINS2,' No. 35791 �. �PIfltiIl �v Al NAL� r r r r i♦ � r � a • A ' r � E • Landscape Notes CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON—SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHIITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER; THAN ONE(l) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS 'SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY'. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE— SH REDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES E3ETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. TH ,SCOTT R. COLLINS'� No. 35791 ,�. It, bI f� �S`7IaNAL E � K TREE GUYING DETAIL CONSISTS -c OF 2 GUYS,SET 1200 AROUND PLANT PIT ON "UPHILL" SIDE _---- REFER TO TREE REFER TO TREE - ''� STAKING DETAIL STAKING DETAIL. — COMPACT EXCAVATED SOIL TO FORM. ROOTBALL PIT TRENCH EDGE AROUND ON DOWNHILL SIDE OF TREE ENTIRE AREA TO BE 3: y MULCHED TRENCH EDGE AROUND REFER TO ROOTBALL PIT f ff - `�• ,� ENTIRE AREA TO BE MULCHED DETAIL K\'xy REFER TO ROOTBALL PIT DETAIL ff ffi ROOTBALL ROOTBALL • ggg VK NOTES: OTES: 1. SET TREE PLUMB PRIOR TO STAKING. 1. SET TREE PLUMB PRIOR TO STAKING ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2, ALL PRUNING IS RESTRICTED TO TH REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE UPERVISION OF THE LANDSCAPE ARCHITECT TREE P ANTING LD -004 TREE PLANTING ON SLOPE LD -005 N.T.S. 12 SECTION N.T.S. SECTION Landscape Notes CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON—SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHIITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER; THAN ONE(l) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS 'SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY'. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE— SH REDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES E3ETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. TH ,SCOTT R. COLLINS'� No. 35791 ,�. It, bI f� �S`7IaNAL E � K • « « 0-4 O C7 z 70 N W L'i �z v CD �z �LLJ o V) L7 J _c J v O C) f u In ui 0 uj w _r CL w SCALE AS NOTED SHEET NO 20 rE