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HomeMy WebLinkAboutSDP202100013 Plan - Approved 2021-10-05GENERAL NOTES OWNER/DEVELOPER: STANLEY MARTIN HOMES LLC 11710 PLAZA AMERICA DRIVE, STE 1100 RESTON, VIRGINIA 20190 GLENBROOK AT FOOTHILLS PHASE V ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 05600— 00— 00— 057B3 (DB. 5358, PG. 506) TOTAL AREA: 5.842 AC. ZONING. R-6 RESIDENTIAL, STANDARD LEVEL — CLUSTER DEVELOPMENT WITH MANAGED STEEP SLOPES OVERLAY DISTRICT NOTE. • A SIDEWALK MODIFICATION WAIVER WAS APPROVED BY THE PLANNING COMMISSION ON JUNE 16, 2020 WITH THE CONDITION THAT THE LOCATIONS OF THE SIDEWALKS FOR THE DEVELOPMENT MUST BE IN GENERAL ACCORD WITH THE SIDEWALK LOCATIONS AS SHOWN ON THE PLANS ENTITLED "FOOTHILL CROSSING PHASE V — ROAD PLANS" (SUB2020-00021), WHICH WERE PREPARED BY COLLINS ENGINEERING AND ARE LAST DATED MARCH 30, 2020. DENSITY.• ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC 5.84 ACRES x 6 UNI IS / ACRE = 35 UNI IS PROPOSED DENSITY- PROPOSED L 0 TS = 35 35 UNITS/ 5.84 AC. = 6 DU/AC. PROPOSED USE. 35 SINGLE FAMILY ATTACHED UNITS (TYPICAL NUMBER OF BEDROOMS FOR EACH UNIT SHALL BE (2) OR (3) BEDROOMS) OPEN SPACE. TOTAL OPEN SPACE PROPOSED = 1.639 AC (28.17.) TOTAL OPEN SPACE REQUIRED (257.) = 1.46 ACRES OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION. OPEN SPACE A = 0.068 ACRES OPEN SPACE B = 0.105 ACRES OPEN SPACE C = 1.369 ACRES OPEN SPACE D = 0.072 ACRES OPEN SPACE E = 0.025 ACRES RECREATION AREA: TOTAL AREA PROVIDED = 37,950 SF (7,000 SF REQUIRED) 4,450 SF PROVIDED FOR ACTIVE RECREATION (MIN. ACTIVE RECREATION SIZE = 2,000 SF) 33, 500 SF PROVIDED FOR THE PRIMITIVE WALKING TRAIL AND PASSIVE RECREA TIONAL AREA. SEE SHEET L 1.0 FOR DETAILS ON THE ACTIVE AND PASSIVE RECREATIONAL AREAS PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMfTS OF THE PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE' LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET. BUILDING HEIGHTS. • MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET NOTE: VILLA UNITS WILL BE 1-1/2 TO 2 STORIES AND A MAXIMUM HT. OF 35' SETBACKS. • FRONT MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) MAXIMUM — 25' MAXIMUM SETBACK SIDE: MINIMUM — 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL MAXIMUM — NONE BUILDING SEPARATION. 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY.• TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007.AND UPDATED IN JANUARY 2020. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2020. DATUM: NAD 83 EXISTING VEGETATION: LARGELY WOODED WITH SMALL OPEN SPACES & LIGHT UNDERORUSH LIGHTING. NO LIGHTING IS PROPOSED PARKING. 2 OFF—STREET PARKING SPACES SHALL BE PROVIDED FOR EACH UNIT ON —STREET PARKING SHALL BE PROVIDED WHERE INDICATED ON SITE PLAN. ONE GUEST PARKING SPACE IS REQUIRED FOR EVERY 4 UNITS. TOTAL UNITS = 35 UNITS/4 = 9 GUEST PARKING SPACES REQUIRED TOTAL ON STREET GUEST PARKING SPACES PROVIDED = 10 SPACES PHASING: THE PROJECT WILL BE COMPLETED IN ONE PHASE. THE EROSION! & SEDIMENT CONTROL PLAN IS SEPARATED INTO TWO PHASES. BURIAL SITES. NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS. • THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE SHEET 5. WATER/SEWER: THE DEVELOPMENT WILL BE SERVED WITH PUBLIC WATER AND SEWER. THE WATER PRESSURE FOR THE DEVELOPMENT lS 2850 GPM AT 60 PSI. IMPERVIOUS AREAS: Proposed Roadway 34,600 sf Proposed Sidewalk 9,425 sf Proposed Driveways 16,225 sf Proposed Residences 58,550 sf Proposed Emergency Access 9550 NOTES: 128,350 sf 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D ADOPTED FEBRUAR Y 4, 2005. 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE W17H VDOT AND ALBEMARLE COUNTY STANDARDS. 5) ITE TRIP GENERATION. TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, LOTH EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT PROPOSED 35 DWELLING UNITS AD T RA TE — 7.32 VPD PER DU = 256 AD T (128 EN TER/128 EXI T) AM PEAK RATE — 0.46 VPH PER DU = 16 VPH (4 ENTER/12 EXIT) PM PEAK RATE — 0.56 VPH PER DU = 20 VPH (13 ENTER/7 EXIT) 6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE — EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. 9) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 1 FINAL SITE PLAN (SDP2021-00013) WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA LOT15 \ \\ /�. \ LOT 14 \ LOT 13 i � L t. 4 ;y i i i C R/W -- =2- LOT 12 LOT 11 LOT 10 LOT 1 LOT8 LOT LOT 6 LOT 4 1 LOT 1 OVERALL ACREAGES TOTAL ACRES OF LOTS: 2.97 AC (50.9%) TOTAL ACRES OF OPEN SPACE: 1.64 AC (28.1 %) TOTAL ACRES OF ROW 1.23 AC (21.0%) v � \ LOT 16 •� x" ILO T 17 i LOT 18 i LOT 1g I' % LOT Zo p 6REA LOT 21 1 i,. LOT 22 LOT 2.3 LOT a4 ,P • \ LOT 29 \ LOT 30 LOT 28 \ LOT 31 } LOT 27 \ \ T 26 CLAUDIUS CROZET PARK SHEET LAYOUT SCALE: 1" = 60' GENERAL BUILDING DEPARTMENT NOTES.• 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. LOT 34 I LOT 35 4 O SC0TT R. LLINS Z/ f,, , ;1l JU Lic. No. 035791,E %0 09/27/21 ,*'SIONAL by V LU m m z z � ~ Z N a~ z z z r O O O Y-1 O U H (n U)U) Vl LL' 0 ti co co U) ra ra H ED m z Q > U) > V7 > g W � LU a a w w w U) U) U) z z z L L L ROADS LEGEND EXISTING CULVERT '•.y... EARTH DITCH N CULVERT DRIVEWAY CULVERT w ¢ \ � � o \ N Q DROP INLET & STRUCTURE NO. BENCH MARK o Ln 0 0 CURB CLEARING LIMITS CURB & GUTTER — — — — — PROPOSED PAVEMENT T L9 EC-3A DITCH Z00 EXISTING CONTOUR DEPTH OF EC-3A DITCH <200 — PROPOSED CONTOUR (7) 6,. 240.55 VDOT STANDARD STOP SIGN � EC-2 DITCH f r. PROPOSED SPOT ELEVATION (� 6" d DEPTH OF EC-2 DITCH C'7 N s FINAL ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITY PLAN 5 GRADING & DRAINAGE PLAN 6 ROAD PROFILES 7 STORM PROFILES 8 SANITARY PROFILES 9 ROAD NOTES & DETAILS 10 SITE UTILITY DETAILS 11 LANDSCAPING PLAN 12 DRAINAGE AREA PLAN & CALCULATIONS L1.0 RECREATIONAL AMENITY DESIGN TOTAL SHEETS 13 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONINO to • 5.2�Zi ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT ikP, COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. z r z z n z J J O Q, 0 U 3 a x Q) V 01 Y O N O V L U) O U 0 0 0 U 0 U 0 E 0 9 U L. v 0 0 0 0- a T c 0 0 D m 0 a C 0 0 a 0 Q, 0 3 c U 0 L a n 0 c T 0 E 0 z z A z z z J J O J 0 T i a 0 0- Q, N Z) U x 0 Q, Q, E U 0 T) _0 0 U O W v O U) r_ 0 0- Q, II I A ��'. I _. I" I , �- — — -- __� _­ z , / _ ____ -- - /I I I I \�". 1�11 \. , �.___ _"_� \ ­1 ", / LEGEND: . _ / , / _­1 _­ _ Ll I / � I 11 __ \ ­ Z / H 0 " ­. �- "x -_ \ ��]����:��:�:�:;::�,;�:;:..:�..�::�i;: _x :;�t;::� T !p t; E - ­­ , � I - 05600-00-00�057DO -- - ,, --- - _­ � ; :1 ! f .--- _..... ,_ . I I \ TMP:' ,_ _ - ---- -1- ,1� ::�:, ���:;�;:��:�::::;�::"�::;,:�,�::.''� � I - ­­­­ _. ___ - �:::`� ]::!;:: _...��:��;:;:�:�: i�!. �;�::,::Xk::;; :::;: �:�:! �� !;: ,��: i .: �:: � � ::: I � ��, K �: �: " ��:g �:'� !: :i. �_ 1­ _ -, "%ENBROOK-;,LLC - I—- -1.1....­.. _I--- � !�:::��;: : � ��14�:: � , �: ,_ \. _ -1- ____ - -_ -, , / � �:: I/ ,� _ 1:�;;�!!�:��:;��::�:;:�:::: �t '. �, ---. I/ i - if \ OWNER: ­_ \ \ ___ _ 1_/ � : : .. � MANAGED STEEP SLOPES , 1. I : !: 4 : -1, , I , - --- __ / I'll / - " � _ . - I - - ­_ / : D_ I I ­_ ­ * --- ---- � I I, �,-\ �. ACREAGE: 9.72-AC - - _1 \ \ \ - --�f- I � - / I I 11.1 � - _ \ _', )/ — " __ . I I __ -&UvjIIN%..j: r-,-u RESIDENTIAL It-%L __ - __ - \ �, 11 . '-­'-�-A-A­'���' EXISTING INU I ItItILINt _3! 1 - 1� ___ 11%% - //- -_ \ \ _;_ \ _ "I ", -, 1SG ' _� "� / L 1� It_____._____________ - � _____________ � ____1 \ D.B,/PG -, 5039/66 - - \ \, ---- I" 1� , O)TT/R"(!t�'LLINSt2� 11 1-1 , 1 7� __________�_.__________j I/ — -_ \, I ,,, I I " ____ "I z 0 R. "" _­` I L ,,, ;�­-­�­z::--j:: - __ - .--- ---- _____ - -- ---- --- Lic No 91 . I - - - / ", �, / __�_ , / I - zz:_ _z:�_ - _- - , ­­� __-:�:, 11, -----I - I - \ USE: RESIDENTIAL ' .... __ ­_ __ __ - ___ __ - ". I- _- - \ \ \ ✓ Z_ "" " ,,,, z 100'STREAM BUFFER U Lic. No 7 035791 ' - - __ _�, I / - �_ _____�s __ - - ,/,�? �� , A_�S' -\ __ - 1"- --- - _ -_ -----.--,- - 11,I \ ____ --- ,_1 1_� � 09/ 1 '�� - \ � I ., ­ -, � - " / 11 ----, - - - - I/ ---- ----__ I - \ ­_ ­­ _.." 11 --.-- 1� 1_� ,�, 27 2 4 / ,- z 116 1;�) I ----_s - - __ — — — — ,4-- -, �_ _,_ __ 13 - \� __ — __ - ), ­_ _ 0 09/27/21 , - �__�,_ _�_ ,/ , '__1 --- _­1 - - /I " S� Z _�, - - , __ -�� , - _j QN / / �_ . � ­.- - 1-1 - `Y--,c)!:�_�_,_ ,--- - -----_ ___ - - - / /� � �-_,s till I ­­__ _ ---- -- -- -- ___.. ____ ­- \ 1-1 - , �j 0 0 - - z __ - __ __ ___ ­11- I / " Im M m M E E ra III M M FUTURE PRIMITIVE CLASS B TYPE 1 TRAILWAY ��y % G / _, 3 - - - - I/ .---. -, , \ \11. , 11- ', ­­ -.-,-, ON L \ � . 8 - x j __ I I 1-1 \ - . , IONAL OV � �1/ __ '_� - ____ — - - 3 - 3 - I/ /I / /I f / \_ \ ­ -,--- _­ \'--- -..-,. 1--_ --- --- ­'­­ __ — __ --- — __ — — — --- � \ \ / "" _� FOOTHILL CROSSING GREENWAY AREA � 11 / I \ I I,,.-,- I.- \ .- ­..''_ -­ -1 _­ __ - I /// _­ - - - X Y I", I I ­_ EX. ACSA SANITARY SEWER � \ ­_ - ___ - � ­­ ­ -.-- _ _.Y.-K - --- ___ __ ­-- - /I ---I------- _1 �- I __ � __ . I . . . � . . . : __ � ­_... ­1 1"� - -'-. --,-. --- -_ --- ­___ ­_­ --- ... � . ._'—1 - . . ] GLENBROOKGREENWAY AREA i il I - - -", 'ry-,,­�,r_ �_ / . 11. I I I -_ --- _. '­_­ --- IN 20'ACSA SANITARY ESMT.-.. _ �,� I , ,� _____ -, / Nlr-y-y , ­1- __j_,__,q___ [� 1 . __ - -,-. ___ __ --- , �­ _­ __D.B. 1997, PG. 235 , \ \ -I- �/ EXISTING LOT LINE _ �_ 1\ I I ' .-- 1�,_ \ I , ,, 1_' -_ 11 1�-,-,-�-.' / ) ._1 ,--. __j. - - �: ............ 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I __ / . ____ , "I - , ASSOCIATION, INC ___ ___ --- __ __ . __ I'%--- __ - \ \ _­ .. . .... _ I / III / / / �, 4.tv , ,-- __� �-�,� -�v:-::�:.-�-:-:.: I .� .-- .--- - , � ... _­­ - ­- 1�1, " 11 __ I-' / .1 )_� -- - --- - --- __ 131- __ _- �_ -- ,-- ---_, N IN. ""' -, \ - __ ­­ __ I / I - -"O "R - __ __ / . . _�. . . . . I . . . . . . . . . . . . . . ..... .,.,. I - ­C. - '. � � -.-- 1�1 p ...�,:_. � _.- - 7 - , , _( . . . . . . . . . . . . . . � �­. r ...... ii....,�. 2: 2: 9 .\ I ,1- ACREAGE: 5..69 AC I )I ­ I -- - - - -_ ______ - 1\ i / / q� -��,,, "I" . .. \1 . ­", ,,,�,,I., ­', -_ s___ -_ --- - - I 1- ­­ 11� -1 - - __ .. .... � ____ --- � , I" " / "Ill I _- \ 4.,� , :1�1��-_:-: .......... - - - - _\ �:�_,� � . 1",,111- ZONING: R-6 RESIDENTIAL __ , � EX MH PSV OS-16 "', "I / / - _/ k �"\ - �, / ". f-'. .,.. 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JUSTIN F & f RINE PICKRA� ( \ ,.- --- // LLC / / / / \ \\ \ \ 11� \\ \ -_ r _� 1\ \ \11 \ 1. �x \ \ \ I \ ( 1( , , ( \ .. � mummmm > I TMP: f 056A2-04-00-000A4 � - _� 0.2710 4CRES I ...I.- -_ -__ ­_ I— I—— / ) I � \ \ �, �� \\ ii � I , _� / _�\ , "" , \ I C \ U) I I I OWNER: CLAUDIUS CROZET PARK, INC ---,----- -z-- - � _ - 'Go p: \ I ZONING: R-6 RE TNTfAL 4 - _ACREAYE 5.p4 AC / It I / ) \ I \� � I-- 1p ,\ \ \ \ N �i � I �, \ I � � I", � \ � \ , _ ,ii I /__ � , �\, f LLJ _� b k I D.B. 4814 PG.[2-1 / � \ \\ \ - ACREA(PE: 0.41 AC __ "n -I- � � ZONI G: R,6 RESIDENTIAL � , � � � � , \\1 \ \ � \ - \ . / i '\ i / / / \ WNANHARY SEWER � i,_ ,,,, 1­ \ 1 (3 / \ tfSE- RESIDJUNTIAL \, ( � `1 � \_ - � I -_ -1 \ \ \1 _� \ \ \ �_ ZONING: R-6 No/ �, \ \\ ,\ I EASEMENT � � ( \ -, \ I'\- Awp 0�0,1 / , \ \� -1 \ I__ - ,�_ U8* F­` \ - —_ -_ ./PG.: 5358/506/ 1 / \1 �� � �A o \ -_ , \ I \ -(-(,\ 11, _1 _ \ \-1, I D.B./PG. 3357/512 - __ 0 . 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I \ , v % I I 1,\\ -- _­ .\. -- --_ z _,_;� , fz, I--- - - / / / / ) I I I I , . \ 11� . \ \ \ � I \ \, 1, 1_ � OWNItR: CLAUDIUS CROZET PARK, INC � _�_ __ I,- -_ Z__ - ____ / / il / 11 5) � \ � \ I \ I �, `­_ ) = \ �- __ .11- .-,-- " / / I � I \_ \ \ �\ \ � \ ,�� -(.--, 1\ -_ ) - - ACREAGE: 10.73 AC t ~-� 6/2-��..- ­ :. __ 1� __ __ ­_ 1-11 / / / / ) I I � I I :�', I I , � \ .� \ \ ,,- - --.( � \ 1_� __ ­ 0 , �� - - - _.", \ \ \ \ 1'­� __ - _____ - I T - --- ��z - -1- Ix _/ 'I , . ---- ----- I `ZONING: ,RURAL - -IF R T �1 _1_ -_ / I I I � IN A TERLINEE __ 11� 11 � // / / /1 ", ) / .� EXISTING TREELINE A ) \ 1\ \ \ \ \ \ -.-- ­_ _�_ ___\ � . \ . - - 1, `Df WA "_��'. ____z�� . __ __ ____ __ __ ___ - - - _ __� �', / � �;�::: � I .". \ \ \ I 1�, , � _� , �, - D.BJPG.: 15'36/408 -�� 66,--__---- __ __ / / I I �\ � i � I � ,. ., 1�1 - � -- -_ --- - Y_ 1� , _ ( - I :�:l . \ - " \1, ", - EXISTING 12' .------. __ ___� - __ _____ __ "I I ��/ / / I / / / / ,i \ , � � \ � �*_ , \ \ \ \ ,I \ \ \ ,,\ \ \ I ,,,- ,\ ,�, - _� ) ly w \ I\ - // I � I ', � \ ,..- I— ( -_ \�, \ LLI __ __ _� - I - _�, / / / I � \ � � ) , \ \ , - - �,_, - 'I,-.,- (I Q, � 1, \ -, - �� _� - "" -_ \ \ \ \ \ \\\ ,,,, ,, �, -_ �_ __ /,--- ---- Q. �_, 1-4. �­­ __ __ _­ _ - 1'�. __ __ / / / � , . \ )- u�\ \ \ I-, ." \\ \ 11",� \ ".. '11, -1. 20"WAT,E13jLINE-_ - -- ­_ __ I / i \ \ \ 1 60V _ ,-, . ­_ i I � I I \ A\ \ . I -1, - 1'� , I "'__ 4 , , :!! - �!�!::,: __ / \ � \\ � , , \ __ n D � ::, � P_ __ / � � \\ \ ,l ,,� ,\ , - 1- -_ L EASEMENT RESEIEV_ED_/ --__�'--- ____ - I I-. � I , , - \ 11 FOR FUTURE EXTENSION _ - I ____ - ­_ - . . . . . . . tv. .�! I I 1� I", / / / I \ / \ \ � � 1� � � N � � � \ \ \ \ I \ \ \ I \ '_� "" 11�,_ I 11"" I'll \ 1-1 __ (/)I __-, ___ - . ­­ I.- - / I \ � \ \ \ � \ � "I I \ \X \\ ,,, I 1\ \\ \ -, ". -,,� I I , �, 19 A G. 456 - - / \ , " \ ,\ � D.& 7 _R_ ') 666- - - __ __ ­ ---. __ z/ / I \ \ \ \ \ \ \ . � \ I � \ I I \ ",,� , -_ 11-1 - .... . I \ \ \ \ \ i , 11 � �A 1�\ -,,, '--,\ '\ � 1___1 ___ , I �;! ! . , , , / I I \ \ \ \ \ \1 \ � I )) , I-, \ .", \ � " 4 - ___ - .... - ­. - i I -11 �­ , � ,\ \ I \ / ,� , I., " \ __� � --_ wl __ :!� 7 1; I I ; I - I- -) \ , , 1, '\'� _1� 11\ \ 11,1 - \ . - _� _�_� - - ___ _____ i � __ �__ - 66&-, - . �1� ;� - \ \ \ \ \ /-/ \ I , f - - AREA RESERVED FOR �_- :! � \ \ \ \ \ I U) \ I", \ \ � -, wl : . I PUBLIC DEDICATION UPON - - ___ �'� , i. 1. I � \ I \ . \ I I \ , 1."\ \ \ �,. ,._� �_ ___ ----- I-- 1, -, I - , I 1\ \ \ . I - : , - 1, " DEMAND BY THE COUNTY ____ ". - I " , � \ � , I 0 1-1 ", - __ I'-.,.- -1 - --I-- I � I 0� I \ N "', ,- � __ ___ \ \ \ \ \ ) � \ \ \ \ \ \�(/ , 1. \ ,\ ,�) \ z � \ u �_ . � \ \ \ \ \ \ \\ \\\ \\ , 0 � � . \\ \ , ,\ \ , - - --__ - � , �.� ___ I � � \ .\ \ - I \ \\ "\",. _, �) ._�%% �� " I" �', ---.-. -, D.B. 1974, PG. 456 1 .- I \ " � \ - � - \ \ , \ \ \ I'll 1-1, __ ­­ � . - ­ 11 I -_ - , \ I 1_\ \ - I" ­". �� ---� " I , \ , \ ul I \ "I \\ ___ ____ u) � , - , . (q ' \' ' , - \ \ ' ,. __ _ __ � " / ---:::z_,:,- _�-<--­, / / / \ � 1 � \ \ \ \ \ \ \\\ \� \ � � rfi I / 11 \ " 11 'A � %� . \ , � � , , . \ \ \ TMP:",, I \ 9560,90-00-057132 __ __ - --- - -- __ F- e - _�11_ ., __ - / \ \\ \ �, � _� I / V I .1 4 , � . \ ­_ __1.. �_ - 1_� __ / I � � I . I . . . I\-: -, , 1-1 \OWNER: GLENBROOK, LLC , -- - ------ - ,,, / _.� - -1 - / 11 I" � \ \ \ H . \ �' * . .- . � . . �\ . ". . . ,�, \ \ 1\ ,�, _... --- - -.-,- _­ ­ 1. I I / I I ;-- ��, vl�_ .. - � � \ \ 1\ ��, ,b I / , . . . . , . % %.v � � � � v . ACREA6E: 8.5\01,�Au - '----. ­ --- - 1-- I Lu 6'6�L'_�', -, -_,� . I \ \ \ I / �� `�� -, �� �, \ \ oo . � '�� � ", 666 . � / I � \\ \ k '� EXISTING CREEK, \ I \ ZONING: " R-6 RESIPEN_�Ik ,.- \, a- """ ,." __ � � _ I / � , ',,',. * �, - . . � . � '. \ I _­_ I'll ____ 1\ _.- __�_ ��;��� I., . / I i I \ � , -, I '. ".'. G . . . . . . � . - -, * ... ... ...... � "', � \ j C� j___ TMP: 056A2-01-00-072A0 i, � ) Ili k� � � I / \1 � , .\ \ * .\%'-%,�* \ \1 D.B./F' 5039/75 -- " _1 -1. \ N x 1\ . I / \ . 1: - :� ,�\.:-.%,.,�%�, (� \USE: I ,,\ SlNdL� FAMILY-RE.$IDENTIAC--, 1\ < , - - . \ 1. 1, � � � \ \ , * \ \ I I , - 11-1-:�,:-:\-:\-: \ I . , .. , � � . 1 ,\ � - I \ . . . I , , � � , . ,�, . � : �, \ -,., I 1- -_ -, _� - . 11 � A - -�,�\N'. , . �.,.R � - ,x I" I" ", 1,, I", ­_ .- 1'� . �..:,. � , I � "T � �1. � - , 1, � �. ...1. - � X, , \ � - - I 11 11 \V -�--,�,-.%-. �� ,", "I 0 , OWNER: CLAUDIUS CROZET PARK, INC X\ ­. / � \ I � , a - � \ I (D ACREAGE: 11.67 AC I , ,,� \,----- __ ,,--- I f j I � \ . � � . � , �� . '11- 11 � - � , ,�,� . � � ,.1., ZONING: RURAL � I -, _-_. -1 / I � � � , � � � .� I , . * , _\ � \ I _L V., 11 \ � � I � * , : - � \. '\* �, � *. " \ -, C) . I I- � � � I . - . ­�,z .-*,. .', , ,_ I I - I i � \ .*".�� . `1' , - NOTES: ,�, -,---' - � Ix, ,�.' �*,% X.- . %..., � \ .. � . . - \ _11 , D.B./PG.: 1536/408 \ \ 'I-, . �_ ,\, I ,�- \: -� - \ \\ � CV 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED _� ,�/ \ \ � � e �, , * * , \ I-, �,, I " . I . .\-.-+-.%j�%'.%'..� , 1. \. I - � - \ - - � - --,, \ " " ,� \ \ \ . - �". L ) � . I %, . . . I "' \� , ON FEMA MAP NUMBER 51003CO229D ADOIPTED FEBRUARY 4,2005. USE: PUBLIC PARK " � � , 11. A'K_.'� .,� '.\,.v.'�* \ � ,-, \ \ '_ __ b,u2r_" I . . . . . - - - t; �: I I,_ , , ­., � � . \ - ., I I � I �', \ ` , .-. . % . I 1 . �, _ � \ , , -- - - � , \ '1__1 -_ , ,� ---J.. . . � . �� . . .1 � � . . I . � � I . , . � � '... . \� ,.,,,* , * . , , � \ ,\ \ _1"� � i .� . , . � � * . I . � . , I \ \ \ \ 2. TOPOGRAPHY IS PROVIDED BY A COMBINATION OF ROUDABUSH, I, \ / I �' �..\ � � . .� � � ., , � t , . .\1 .*%­. ) 1� ,� . , , - _\' \., � � , '__1 11,� I", ____� I _7_11�"` I-- I . .N � . � . . � . , , �� � �11 . . � ­,�. . \ \ , \ - _____ �j I I " I I �\\, .\ ..&: ., . \ I � i, GALE & ASSOCIATES AND LOUISA AERIAL SURVEYS IN JANUARY OF � \,_ _660 / 1I 1- \ . � - I . . . !-%'. :::::: k:: �. \ I . . . ., � v , I \ \% IN . \ u 1. 719'*5�'E_,�2.06', �,% .., N52'02'18"W 30.65'. � Nj4b' . . . . . N I '\ \ \ \\ \ 11 � .\) , � \ -_ . 2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY .,..* , t ,,., %, �, "� , � \ � . � , ( ` I � . � .�.:i�:,:�r,�:.,. . , * %. � � �, \ I", .,.� _� ROUDABUSH, GALE & ASSOCIATES. TOPOIGRAPHY HAS BEEN FIELD ( 11�11­ 1.1.1, I � .�4. � \". I", \ \ � �- , I ..� . I•. '.. . , 11 , . 1\ \ ., , - I . .�, : �: .: -:\: -. - ,- -\- \� \ \ __ - _____� - . II.,., �J. \ \ \ '11�. 1\ ____ — — I -1. I . I I . . � . \ , ... ` w ,\: " \�: : , . . . - � VERIFIED IN DECEMBER OF 2018. ,� * -V -'t* * * * , , , I - . � "\\ - - - . I I � � I \ \ 1, ,�.. \ p , , \ , , � ".. -: I . . � r - _1%'_*_'_"' . , I * - , I " , � I I �, \ " \� \ - . � � � . . . . � ,. , '�l \�: -��,\.- .. -. - � -. - �\- � 11 \ �, ,\, A 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. �`ZI�111 I * - �, I �\ 1%. I . � . - \ I '\ . � . . � . � � . I. \,\ "I , •t � " � � � � � , � �,,__ � . ,\ ;� t .,� � , 1'11�A \ . I '1' * '-' * \ .- '\ , -) ,,� A. �,,,, 1_\ CA -, "' I * ): � *V \ I �0). ---_- I-, THE MANAGED STEEP SLOPES ARE LABELED. CC/ IN, 1� ,t* '. .-_% .::::� �-�:\� �%%%%'. % I ", " -, __ �'4 -0 ____---,- -------- // . * ...... ��. . .� .\. — . ...'. G F,AP HIC SCALE . ---__ 4. A 100'WPO STREAM BUFFER IS SHOWN. ) � . 1� I . . I .. . I < .; "' � \ I 11.� � � � 1. ,� \-\ .... :.�. -_ - . . .. -j�,, . ,., .1, , * � , - ' . - , -\ - - , '. '. . 50 \ -, 11 100 _� �, __� .1 200 __ - '_____� __ - _________� I------- / / __ , - - " __ _'� � � � - , - - __ ,_ - , - __ , , , , - - 11 _�_ 1� - __ I - - - - , I __ - - - - --------------- __ �;� 7- � __ V_ - - � :19 /------ __ k �11_ <_ 0`1- - I 1� - / / - �� - _� - ­__ / "� - ___ - Z� � , , - - - "' �� -_ _/ I � __ � " � , ,\ ,\\ /-�4),7`T,`q` , J---,-, ", , �(77�___---------;�:' = ) " — __ — __ .1 �Fv� :0��--�), , ` , / -\7 __ I`- *-' �)) . �__ _ �EXI - `_�_/ * -, __ , .... . , -.I - __ \ . n ( �((\/ . . 7 0� - �// I , - :. 7.--,. , "', . � .. '. �, .. � _ % . - " 1--< " . \ _,_� . � __ . . , \\v % � \ . , . - . . _ \ I c � . �..� - 1_, 50 \ � . _ . - _-, ,,t4hQR00&0 C( ,�f�F`7-__---05600-00-00-05500 I I .*-*.-,-,r*- %%% ') \\ - ;. �, , , 0 , , - . �\: - I ., \\ , . . , I , , , , . , , * . - V .,*\ , . � OWNER. , . _ A I . . ;-, � , � 1* :-. ALBEMA C/o I I I � , ��. � , N . �,�, � , 1�",., .\ , . . i - ' � � � ' � ., * \, .. WE . .CO-C � **' , * * , ': ), ' - . . .. , .., � �1� � . " v Xi , . , . . ; , " I I . . . . : .• N R'M 14 -'-: .1 - . %�%%. , .�:., . , I . � , - ­_ ­­ - ----___ . . ' .. . . \ � , * , � . \'* *' ', - � ..N *1 , C F19NANTY OADMINISTRANIV I )", I -:'--:� , "I , " . * 1 4'. . � .� � � � I- I" ---'-- . � ACREAGE: * ' ' 2..19 AC- , , :�.::::�,;:�: . �, , Ix - -\ - -�� - -: -­­--, :-:-:\ "I, � 11 -"\ .1 - . -ZONING: .. � � . \ . . . . . . . ' 2397/431 . -. - \ � , , . � . .•I . � . , I '_ - . . . . D B./PG.: . I . I , . � .\%�..\�. .. V. , � . . I . . / . ., . 11� . * \ * *\.'. . .*. .\ , " \ _ . . -ZONING. .. R-4�RESIDEN L � I % -1 , � . . . . n . .. I ** �.*., I '� 1* . ..V -,�.1 � I, , ­� ' \ 1 inch ��- �o ft.,(�� I .'.' . �c � \ .1.1 I I , .\ - - - . - _wl N C11114 FEET) z a— Lu _ F-1 Ln _j < z F__f LL_ CO z I 0 > F_ Lij 0 Ln z < 0 = 0 a- 0 Ln z _j — _j �_ H co = x LU 0 0 U- �__ < 11.z. 0 0 cy-00 co z ui _j u Lub In Lu 0 fy- m: m U)Lu JOB NO. 112066 SCALE ill = 50' SHEET NO. 2 6 z E u u z 0 z Li V) z _j _j (_) 4-- 0 .,.. z (1) V) C 0 () C: Q) .E 3: U) (f) (1) I CL x (1) Q) = a-. — :3 0 .3 Q) C: _1z 0 .� (f) C ,2 � u :3 , � (O C 0 0 � 0 0 C 0 6 �E 0 2 �Q c 2 � u :3 L � V) r_ 0 u 0 � 'a 0 I IE - ,. 0 C + :3 .0 a; � w :3 6 . S - L_ Q) > Q) 0 0 1 0 z z: w ul 0 0- L Z3 0- >1 r_ 0 L O v Q) U) :3 Q) .0 - 0 C: = 0 = V) 0 C: 0 ., L 0 CL C� L 0 Q) 0 I= z: c u q) 0 :3 u 0 I- 0- Q) L_ (1) n Y 0 C >1 0 E _0 C: a :) z: x -d A z D 7- A A z _j _j 0 j 6 >1 i, , Q) 0- 0 L CL Q) > . (n :3 0 x q) Q) .rz � Q 0L_ w � C: 9) E :3 u 0 _0 _0 Q) I I .p 0 0 V) (n 0 -a C: 0 (n C 0 0- Q) (n Q) 3/1G" STEEL PLATE WELDED VAR. WIDTH SWM FOREST EXISTING POND APPROVED UNDER WPOzol7000zo TO P05T & GROUND SMOOTtt -: & OPEN SPACE EASEMENT DB.5612, PG.520-531 NOTE: THE PASSI E RECREATION AREA (3A S Fr TED WITHIN THE STRE SF IS THE AREA LO,, 2-1/Z' DIA- GALVANIZED SEE RECREATION ) "" D OUTBID OF THE PROPOSED LOTS \ STEEL POST. PAINTED WITH 8�9 DESIGN, SHEET BUFFERAN 2 GOATS OF PRIMER �� " L1.o AND EMERGENCY ACCESS ROAD AND INSIGNIA YELLOW-------�—� O 3/4- DIA. STEEL PIN W/ HEAD i \ W/ 3/8' DIA. HOLE FOR LOCK LOOK ;.� S, EXISTING STREA \ FINISH SURFACECN,1.G.� / 36. �' PASSIVE 7(t RECREATION NOTE: THE PRIMITIVE PATHWAY SHALL TIE-IN TO qA' THE PAVED EMERG CY ACCESS ROAD / �— EMERGENCY ACCESS DESIGN \ WEIGHT BEARING CAPACITY �50o SF PEDESTRIAN &BICYCLE PATHWAY FOR AN ACCESS y- \ SHALL BE 85 000 LBS 3' DIA. GALVANIZED - _ i" �, CONNECTION ACROSS THE CREEK AND TIE-IN STEEL PIPE SLEEVE p CONNECTION TO THE FUTURE DEVELOPMENT :-'" CPAINT ABOV>r GROUND PROPOSED PRIMITIVE d' \ ' \ : E AS POST) TRAILWAY TYP. G — '::.::: PORTION SAME N ( ) �.... \ EXISTING 100 ,.., EMERGENCY ACCESS DESIGN SEE DETAIL SHEET 9 WEIGHT BEARING CAPACITY �^ —'ter GONGf�£T£ FOOTING STREAM BUFFER -' SHALL BE 8 000 LBS 20 EMERGENCYACCESS.:...:.: :.:. EL P ATE WELDED II= 3/1G" ST£ L ROAD AND BICYCLE & s .- 1 2" T O SLEEVE f]Cf'�CCTf]IA AI r]ATLJ � \ \ � \ i-�''...'::�':�.:.:..::.::�.:�.:.:.'^�:.:�'::.�.''.'�:.:.�,�:.:�'�:�......:::�.�:��: '��.�'�.�. ���:�. .. �'..•.__:...�•.^�" / lt� :LLINS� 'cl SCOTT R. Lic. No. 035791,2L 09/27/21�,� �'*IONAL Lu V7 1 H H L m co �L 5 : Q V7 V) Z I— 'v z N Z H Z Z Z O O O O ,/ L.L H H ,..y U to U) cn W CH G m 1C-1 G ca CHC G m O Ln cn w WQ� L LU W �l LU tieU) V) (%) a a a Z Z Z LL L~L L~L ri ri ri L!J Q -i O N N Ln m O O O c� z L L z 0 z L U) z J O U O Q) 0 U C Q) -N 3 m v L Q x 0 O v 0 3 C C O U L c O U 0 c v a) c -v c 0 U 7 L C 0 U O O E O C Q) V) 7 U C L' Q) > Q) O W 41 O Q) U) O Q. L 7 0- T C O L 0 4- Q) 7 -Y C O t _0 C O -N L O Q C L O Q) O U 7 O L Q L Q) O C T O E C O 0 Er- Z_ L11 Lit Z_ 0 Z Ld V) Z J J O U 0 T L Q) 0- 0 L Q_ Q) > V) 7 U X N Q) Q) L O U C Q) E 7 U O Q) Q) O 'U O U U 0 C v C v n. a) m lr� 0 �SCOTT R. LLINSZ O �-, U Lic. No. 035791 ,'t-- 09/27/21 w� ��N�IONAL E���� L V cH G CHC G m CO U) IV) VI < _ C Z N ~ � z O Z Z c O O O C U U) U) L F /�► Vi w H E F-1 2: z O Z) (n � U) e U) Z Z H 5 4 J � W � UJ w CL LU w u Ind(f) U) L Q Q < Z Z � u U i, w C'4 C N V) Q) O O O z w V) z J 0 0 c 0 v c 0 U c N 3 L Q x v 0 u c v U) m C O L L c 0 U Lo 0 c v a� c 0 c 0 0 L V) m c 0 U O N O C 7 N 7 U C L 0 v 3 0 V) 0 a L v a T c v L 0 -v 0 v v +j 0 c 0 t c v L 0 a c L O 1) 0 L 3 c 0 V 7 v O L Q L Q) .0 i� 0 C T v E c v _Z Y 11 J Z Z 1J n Z J J J 0 T L Q 0 L 0- V) V X N V L a-� N L v c V E 7 U O 'v N v_ U 0 V) U v C O U c y O_ N U) Y.' / g Y Y Y y il. -k I-. � ' 1111111111111 IIIIIIIIIIII' 1111111111111 IIIIIIIIIII, MATCHLINE -SEE THIS SHEET EXISTING POND APPROVED UNDER WP0201 \ i z , PROPOSED PASSIVE NATURAL \. 00020 } �•::.::.::.:: 1 >« ` RECREATION AREA - NO CLEARING \ 5 g°" OR GRADING IS NECESSARY TO �� /� CREATE THE PASSIVE RECREATION AREA ` �• - --' ... 'i'.. y ... j y Y'v U SLic. No. 035791 r� NOTE: THE EMERGENCY ACCESS ROAD AS SHOWN ON THIS ��0 09/27/21 VAR. WIDTH SWM FOREST & _ li \ \\� y �' ti\` — �1 • ' � \\\\ ��'. - ..y . � \ ` •::. PLAN SHALL BE CONSTRUCTED TO THE LOCATION AT \ - -- -OPFN SPACF FASFMFNT \ \ \ `� \� I %All 1 -T'1 Ir Innrnl-r nA nl/ nlll/ f1nIX/r u A c 0=K1 IONAL S' 7 R =0 = 1. L/'1JJ 1 R11 R/11 V V 1 1-Y1LL ) ! s:r7sF - r •':..; ..;;.Y•':..;,. • :. �; .::. " 1 vv r v vv I I n i REMOVABLE BOLLARDS WILL BE RELOCATED TO THE NEW ..,..,vl� y F E= W F ::::T F H BL R ADIMPROVE ENTS. AS — - ERMINATION POINT O T E PU IC O M � � U S 3 SE. RESIDE T - - - 6 6 D 2 ITH '1 - � EO TEXTILE ND LAYMENT 2 W W TW 666 �' `, ": '' G T U ER I:::;:;;:��::::::::.:.. . . FFE 2''.. .. r r � 66 O TFALL H- 9 CLASS I RIP RAP U / �... u� 5 3 � � / ECOMPLETED, - U RE RO D INFRAST INFRASTRUCTURE IMPROVEMENTS ARE "':..�. • ' GA —66 .00 • � • ��.. F TU A R �r BW 666 _ D L Y ENT 1 1 4 GAR-66 .: GEO TEXTILE UN ERA M r 35 ' O TERMINATION — — "� T E BOLLARDS HALL BE RELOCATED T THE NEW T NA 0 - D WITH � H OLLAR S S R C D UBLIC S O M• �) L6o W12 2 66..6 ` : � ' :• • �,.• .VAR. WI TH P T R • . • '`� . '`�. . �:.,'", f 5 7 D IMPROVEMENTS, POI T OFTHE PUBLIC ROAD IMPRO N N o 0 0 / a � _ .'=:F.S... ��.<; ., �''� 1 ':•--;:� ....- :. :.-' ':..' ':'• .-. nRAINArFFASFMFNT / � \ \ ._-, � � '-'G.- � �(;G'(1_TG'YTII G I IAIfIGI?I 4VAAGIVT \ / ,. % / � � Id:::',,'.:::i�:i'�%... ...... ....._. ...... .. ........ ... W V) d� z z � Q i.) / rW uj V V / Q Q z_ i V 1 0 06 H = z_ Q O i 0 O cM LrVi z W _I L Lu r-1 p w d � JOB NO. 112066 SCALE 11I _ 301 SHEET NO. 5 z w V) z J O U v- 0 s= U In s= 0 U C Q) L 3 Q) Q x 0 CV i a� 0 i .3 S_ ai Cn C O U 7 V) C 0 U L 0 C O C -O "O C O U 7 L (n C 0 U O "D a) E 0 c Z3 N U C L Q) > Q) 0 i Q) 0 0- a T C U O v- Q) Q) 0 0 -o C O O Q. C 0 N O L 3 v Q) 0 0 a m 0 T O E "D C C9 Z (r W W Z_ Z W Z J J O U 0 T Q) 0- 0 L Q N V) U x Q) Q) 0 In E U 0 Q) Q) O U O In 0 0 c- 0 CL Q) w z ly- 685 w HIGH PT STA:13+38.o6 HIGH PT ELEV: 675.11 PVI STA:13+50.00 PVI ELEV:675.45 z :21. 4 < LVC:80.00 to �aW o s o It oow z ri 68o 20 + + `° ri Lii --Uc -p_.. _ V Luca im w Z f Z ~ HIGH PT STA:14+76.50 HIGH PT ELEV: 672.41 PVI STA:15+1o.00 PVI ELEV:671.6i K:12.25 LVC:67.00 I o1 O _t Lr +� + .. { Lr vi { U V) > UM m i w Q V)-------_i-------- -r---- 67S ---------------- PROPOSED ARV FILL (95% COMP CTIOP 5' '2. not LOW; PT STA:16+97.0 LOW PT ELEV: 661.37 _ ..__PVI STA:16+20.5o PVI ELEV:662.91 K:26.23 } LVC:154.00 1 m °l r _.. M ..._._ _ ._. _. _ _ _ .._._ _ ___..___,� Ln ci j w j I rl W i U U Vim` } >�} 3.5' t -_ m w j EXISTING GRADE PROPOSED 8" { CD-1 D.I. WATERLINE ! CROSS PROPOSED GRADE { DRAIN s j I � i 66 REMOVE 12" PLUG PROPOSED 8"x8",TEE \ 5 11 o s TIE-IN P P. D I WATERLINE R AND 2 8"'G.V. ( ) , I r INTO EX? 12" D.I. WATERLINE AT -INTERSECTION ; ` { ! MAX. CUI -DE-SAC INSTAL 12"X8" REDUCER 4 PROPOSED VDOT STD. CD-1 GRADE = 2% 660 I i Z FIRE HYDRANTASSEMBLY w 8"x6" TEE PROF OSED 6" 6 55 w ( I �° 8"x6" REDUCER 11 } D.I. WATERLINE � M : .. t { Q 6" 45o BEND i (D ^ { 0 >' w w > I j' TYPE A BLOW OFF 650 0 � JWITH i G.V. i WI r11 " i i i y z I 1 I X `n' p 1 ! { W N'. V) 't i z I ULLI 645 4 z V) f� ri o o rl 00 0 O kD 00 o1 NO O N Co � M? rI�! N D M 11 p rq ri O pp 00 n j L1rq rq rn, ri i lD : l0 D{ I0 D ! l0 0jlD W lD l0 lD kDD kD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 NO TES: 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWA TER MANAGEMENT POND SHALL REMAIN RCP PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROAD WA, Y 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 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 I' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1. 5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STRUCTURES.. 8. VDOT STD SL.-1 SAFETY SLAB REQUIRED ON ALL STORM STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD Sr-1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. PROPO AT 11 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. INDIGO ROAD 25 MPH DESIGN SPEED e 10+00 10+50 11+00 11+50 12+00 12+50 CRIMSON STREET 25 MPH DESIGN SPEED 13+00 13+50 14+00 OW OFF .V. (Ln OP Np ISCOTT R. LINS� O F-i U Lic. No. 0357911E '° 0"07/21 p � .'S'IONAL E�w m m V) rw z _ [V Z O a z z O 0 H 0 H V] U) U) w 0 z O U) cn m cn U) Z z g W � Ce V) V) z z u C� z aC Lu ) (H� V Q H U- \1 LLJ V J W Q _J 0 V) 1.. CL 0 H Q = 0^' i.y O O 1 O O z W rJ V L In t O w JOB NO. 112066 SCALE AS NOTED SHEET NO. 6 z w 07 z J J O U 0 Q) 0 U c 3 Q) L_ L Q x c 0 s O -N .3 01 C v to 1_ 0 U L C O U L 0 0 C 0 U 7 L a-+ C O U 0 E 0 N U C L > 0 0 0 0_ a T v 0 Q) 0 r_ 0 In -v v 0 0- 0 Q) 0 3 U 7 0 a q) a 0 T v E .v v Z z z z z J J 0 L N a O L 0- Q) > U x 0 rn c O U 0 -v 0 U O V) 0 -v C v rn 0 Q 0 Q) 685 STR YD STR-YD-2 4 i 24" YARD INLET 24"YARD INLET RIM:673.66 STR-YD--iA RIM:673.00 INV IN:668.56 FROM STR-YP-6 24" YARD INLET I NVI NT- 6T7.T2 _FRO­M_STR-TD _-4 INV OUI:66$-40 10 STR-YD-2 RIM:671-90- 680 INV OUT:667.82- TO STR-YD-iA 0 INV IN:666.0o FROM STR-YD-2 INV OUT:665.90 TO STR-28 STR-28 STR-YDi6 VDOT STD. DI-313 (L=12') \8 24" YARDINLET R I M: 671.6 2 INV IN:665-49 FROM STR-YD-i.A 675 RIM:674j33 J. INV OUT:669.qo TO.STF -YD-4 INV IN:665.49 FROM STR-28B INV IN:665.49 FROM STR-24 INV OUT:665.39 TO STR-22 670 qDPEl -12" I MD _j HDPE '2 .50 @ 0.80 , 57 ps 0.42' @ 0"' 5 6652.3 12" HDPE 1.5.( 2' @ 2.16% 5-4 66o V 655 01 rq cn 0 i 00 0 rq 01 0 CY) OC) 0. rl 0 (j) kq . NI r9 0 Niq ri ! N 0c) i ry) m 00 001 000 "o kD 1.0 10 10+00 10+50 11+00 1.1+50 12+00 12+50 YD-6 STR28 68o STR-YD-8 2 675 STR-YD-7A 4" YARD INLET RIM:66r,.qi 24" YARD INLET ­_._._.___._._ _'­ . - I _ - - .-,. " r-,_ . ...... NV IN:66o.921FROM STR-YD lio RIM:6ff.o9 INWN:66o.92': FROM STR-YD�14 INV IN:666.42 FROM STR_lYD-8 I INV OUT:66o.,82 TO STR-YD-7A INV OIJT:66o-32 TO STR-22 6 OSTR-22 7 STk-YD--lo VDOT ST). DI-313 (L=i.2') - 24-1YARD INLET RIM:664.851 RIM:66�.20 INV IN:66o.23 FR DM STR-YD-7A j M IN:661.2o FROM STR-YD-12 INV IN:6 8.6.. FROM STR-28' 5 [NY OUT:661.io Tq STR-Y D-8 INV OUT:658-54 TO STR-16 665 STR-YDI12 z4",YARlQ­INL-ET..l RIM:6641roo INV OUT:661-36 TO ST-YD-io 660 12" HDPE 1 D�E 3.2" HDPE 28.00' @ p.5o% 12" HDPE 76' 0-500% 5 121" DPE �tj.o cl 00 31-0�;' @ 0.50% 14-72' @ 0.50% 655 rq 0 ri CY) rl Lr) i N NO 0 Lr) 0 0 Li) W 1.0 ko ko �0 10+00 10+50 11+00 11+50 685 YD-12 - STR2 2] 68o i 5STR-YD-81 i24" YARD IN ;IRIM:665.91/ ;INV IN:666.92 FROM STR-YD-i.'p INV ll�:66o.92_ FROM STR-YD-14 675 iINY-OUT:66o.82 TO STR-YD-7A . STR-YD-24 24 YARD INLET FRIM:6,69.25 INV O.UT:664.00 TO STR i 670 665 66o co rq q 0 OR r, Ln 00 W 10+00 10+50 11+00 YD-14 - YD-8 12+00 mm 675 675 STR-lo VDOT STD.' MH VDOT STD. DI -EXISTING GRADE -313 (L=8') RIM:665.70 RIM:665.19 STR-4 z/ - - - - - - INV IN:655.66 FROM ST,R-12 INV IN:658.o6 FROM STR-14 VDOT STD. MH� INV IN:657-.8j�-FR,0M STR-io INV OUT:657.96 TO STR-8 670 RIM:662.rO; INV OUT:655.56 TO-STR-6 INV IN:654,38 FROM STR-6 STR-14 INV 11\1:656.oFROtA STR-16 VDOT STD. DI- (L=8') PROPOSED GRADE INV OUT:654.26TO STR-2: RIMI:665.20 INV OUT:658.26 10 STR-io 665 STR-2 -I STR-6 VDOT STD-. MH 1VDOT STD. MH RIM1658.29- RIM:669122- INV N:653.75 FROM STR-4 INV IN:655.29 FROM STR-8 PROPOSED 8" YVATER IN OUT:653.65 TO OUT INV OUT:655.1g TO STR-4 LINE CROSSING) 660 PIP 1 SHALL HAVE WA ERTIGHT HGL (TYP.) CONNECT ONS FOR io-YEAR STORM WSE=654.69 1-5" HDPE -------- ---- ---------- 93' @ o.6o% 655 -------------- 29, ..... .. --- 151L HDPE - - i5" HDPE INV OUT 7 'PE �l 5? @ 0-50% VDOT STD. EW-1 653 -3-0 50-30' 25-70' @ O50% '157-37' @ 0-500/0 ENDWALL W/- RIPRAP OUTFALL i$" HDPE i 46' @ 2.12% 2 65o I 18" HDP E 22.55' @ 2.24 CLASS I RIP RAP OUTFALL L=18', W6', D=2'WITH GEb-TEXTILE UNULKLAYMENT 64S kD L'r) 0 00 't L'nt Ln 00 rn' fy) 1 kD ro 0 4 r! i Ln OR Ln r, 1! 0 rl r4 ID' rl i 'j N )10 Lr) H ' -i o6 0 00 Li, kf P� t ('0 r, � r� Lr) "o lDj Lo k.0 w w lD kD w t10 kD 10+00 10+50 11+50 12+00 12+50 13+00 13+50 STR14 - OUT NO TES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SA NI TAR Y SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER WIL J. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 4. 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. 10+00 10+50 11+00 11+50 .YD-18 - OUT ME EXISTING GRAD 675 SlR­3.6 /VDOT STD. MH RIM:663.94 INV IN:658.5o, FROM STR-18 INV IN:656.6' FROM STR-22 1 670 INV IN:656.69 FROM STR-2o INV OUT:656 ! 59 TO STR-4 STR-18 :'ROPOSED GRA DE VDOT STD. DI-3 E (I RIM:665.72 -- INV OUT:659.00 665 C HGL (T P.) 66o VAD -1.420/0 655 10+00 10+50 STR18 - STR1 EXISTING GRADE STR--16 VDOT STD. MH RIM:663.94 -28 STR 68o INV IN:658.56 FROM STR-i i _VDOT-STD. D1-'B�L,='12') INV IN:656.69 FROM STRi2 RIM:671.62 INV IN:656.66 FROM ST1�_ 20 -INV IN:665.49 FROM STR-YQ-lA STR-2�13 INV OUT:656)59 TO/S�R-4 INV IN:665-49 FROM STR-28B,- VDOT STD. DI-3C (L=E') INV IN:665 STR-24 RIM:6'3-78 .49 FROM 7 p STR-22; -'R 675 1 i INV OUT:665 9�. TO STR-22 INV OUT:667.o8 TO S VDOT 5TD. DI-313 .3 RIM:664.8s INV IN:660.23 FROM STR-YD-7A INV IN:�58.64 FROM STR-28 INV OUT:658-54 TO ST�-16 p PROPOSED GRADE 670 L. HGL !(TYP.) _1 ---------- ----- ------------ 1.2' 665 SAN LAT- - CROSSINGS PR( OSED 6" • (TYP.) WAT RLINE CROSSING 1.5' 15" HDPE 660 I .99' 655 65o @ 0 H 01 r� rq 'ID rq (D i rn 0 0 N Q? ro N N0 00 OC) 00 1,D W t�o j w 10+00 .10+50 11+00 11+50 12+00 12+50 13+00 13+50 STR28B - STR16J VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 f t. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 f t. 675 vtj 0 C, 1-1 STR-28 0 SCOTT R. LINS� VDOT STD. DI-313 (L=12') U Lic. No. 035791 It, 685 RIM:671.62 0 05/07/21 INV IN:665.49' FROM STR-YD4A INV IN:665.44, FROM STR-28� IONAL t INV IN:665.49, FROM STR-24 -imlOUT:665� 9TOSTR-22 _EXISTING GRI\DE 68o STR-24 YD_07F__5TD. MH RIM:672,93. I INV IN:665.83 i FROM STR-26 INV OUT:665 73 TO STR-28 ST R-26 675 PROPOSED GRADE VIJOT STD. DI-313 L=4") F-RIM:673-79- INY OUT:667.37 To STR-24 F_ =8') < STR-16 PROPOSED 6" ED ca 670 D ERLINE., CROSSING V) C: HGL (TYP.) z z0 -i " - -0 1.01 Q_ z z 0 0 ---------- _4 _4 U (n U) V) V) U) 6-6.5­ HDPE .19% Z n Z) 5" I 28.o'' @ 4 ED ED 0 V) V) 1HDPE 45.45' @ 0.50% > > LOT 21 1 uj SAN. LATJ Lu w w 66o 1 CROSSING U) U) _j _j < < z z 01 rq 0 1 R J %D Oq 0 10+00 10+50 11+00 STR26-STR2 VDOT STD. M,H t RIM:663.94 'I INV IN:658.5oFROM STR-18 INV IN:656.69fROM STR-22 67C6TR-4 INVI N:656.69! FROM STR-20 V)OT STD. MH -T INV 66_T:656.�q TO STR -4" -28 RIM:662.50 STR-20_; INV IN:654.3E FROM STR-6 VDOT STD. DI-3C ' L=6)PROPOSED INV IN:656.05 --ROM STR-16 FRIM,:662.25 INV OUT:65z.2 TOSTR-2 U5 GRADE INV OUT:657A2 To STR-16 66o HGLi(Typ.) 2.2' PROPOSED WATER SEW ICE CROSSINGS 655 1.5" HDPE 13.8" HDPE '8i' 0.50% 95.63' Qa 0.540�O 650 LOT18 SAN.LAT. CROSSING \,__LV IN. I I i I SA LPT_ 00 0 i-n 00 r '10 (n I':� I � C) --t CROSSING m k-0 "D I r� I 10+00 10+50 11+00 11+50 12+00 STR20-STR4 STR-8 VDOT STD. MH 670 -RIM:665-70 INV IN:6f;L;.66 FROM STR-12 INV IN:657.8i FROM STR-io INV OUT:655.56 TO STR-6 EXISTING G DE STR-12 VDOT STD. I-3C (L=6') 665 RIM:66o.43 INV OUT:656.16 TO STR-8 PROPOSE TER SERVIC PROPOSE C GRADE CROSSING 3 660 HGL 655 15 HDPE m! 0 do i Ln k.0 0 95.8o' @ o.5o% coLn Nq, ri f LD lD ko 10+00 10+50 11+00 STR12-STR 0% Tlim Zw w U) w u Lu In t 0 Lu JOB NO. 112066 SCALE AS NOTED SHEET NO. 7 Z Lli V) __j C: C: 0 C: x 0 ul ul C .2 Z3 L_ 4� (j) C 0 0 0 .2 0 0 0 _0 Q) E 0 V 0 Q) (n 0 0 1 . 0 :3 Q) 0 C: U) 0 0 q) 0 Q) 0 Q) 0 E _0 C: Ld Li z Lu V) z _j _j 0 0 0 Q_ D Q x (n E 0 .2 0 0 w U) 0 _0 1: CL Q) w Q) / I 645 �1 640 I 635 m m;cq LD n It � l Lrl ' Ln m � ao CO ,00,r.L �D 10+00 10+50 11+00 11+501 12+00 MH6 — MHi.1 MH1 R I M:645.1g INV IN:637.5o FROM MHz INV IN:637.5o FROM MH6 INV IN:637.5o FROM MH7 650 INV OUT:637.3o TO EX ParksideVil-1- rn Lnj In. o0 Ln; N ri lD ; lD ( LD lD 10+00 10+50 11+00 11+50 12+00 MH7 - MH1 on 68o 675 670 665 I MHz VVH I tKLI�Vt i �r 66o / V 80._..... CROSSING g RIM.649 2.g INV IN:64 .00 FROM MI —I 93 23 0 MH1 ' i INV OUT:64o.8o TO MH1 EX PARKS DEVIL-1-1 RIM:645.zg 1 4 / 6 REPLACE EXISTING LID WITH INV IN:637.5o FROM lMH2 E 55 WATERTIGHT FRAME 5 ME & COVER INV IN:637. o FROM H6 _. _ __.._._ _ ._ RIM:640.06 INV IN:637.5o FROM MH7 HILL> II MH-1) IN: 633.6o (FROM INV O,UT:637.3o TO EX ParksideVNil-1-4 OOT INV IN:633.6o FROM MHi`; 6 0 INV OUT: �33.4o TO EX MH 5 i l 645 4 , , / / SWM POND ! @ 2-83 1 640 t �'� I UTFALL 644 42 ti �'°° 1 I f / I I; 16 j D1 18?a/o $1• 6 35 I i , i 4 i 1 r ' i Sp 1 j P 630 N N m m ! L ^ L rl N l Ql i ! Ol ^ mOl lD m N l r O OlN o? O! o O m OD Qri1 ; p LmD !( N 00 00 j rl 0000 01 L 00 O lD 1 01 LN ,ri Wrn io 00L Ln.!tl m lrDl kD D ID L D l D 1�D kD IkD D 0jw lD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 M H 5 — EX PV-1-14 NO TES: 1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SA NI TAR Y SEWER. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 3, MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. 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. 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00 VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 lri 0 SCOTT R. LINS�?, Q Lic. No. 035791 'duo 05/07/21 ��' �4SSIONAL V�;o m m w (n (n �z z U) rL N ®� Ln U) U) W m O Ln in Ln z z g_ W ° W Lu ce(n J J Q Q Lu N I— Ln r, N L) 0 0 w CN O N N W J U) TIM., z ui W Lpm i) W 0 Lu a U) JOB NO. 112066 SCALE AS NOTED SHEET NO. 8 D J D J ll n 5 ll n n y 2 X v y Y 0 C O U C O U O O C O O, C Q 0 U 7 L !n C O U 0 D N 0 c n U C i > O v 3 0 o_ CL L T C 0 D W Q n 0 c a D a L 0 Q 0 0 O 3 C "D 0 U 7 O L Q_ Q -0 0 C T 0 E 0 z ly- Ld Lit z z Ld V) z J J O O 0 T i Q Q_ O L Q_ > U X N Q) 0 0 E U 0 -0 0 U 0 m In 0 c 0 0 0 0 t GENERAL CONSTRUCTION NOTES FOR STREETS I NOTE: PROPOSED LANDSCAPING TO 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL UTILIZE OUTER 3' OF PLANTING STRIP R� PER 3' CLEAR ZONE REQUIREMENT C� BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF CG-6 ( CG-6 COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF I CURB & GUTTER POINT OF 3' I FINISHED GRADE CURB &GUTTER 3' CONSTRUCTION. I CLEAR ZONE I CLEAR ZONE 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, I 2 -I SURFACE I-- 2Z'I THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. 2X 2% THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A PLANnNG : ': • PLANnNG SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT STRIP 4 6sT1z1P DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST 4 rAAOT 4 21A0r VAR. 8�'E SUBBASE e RESULTS FOR APPROVAL. ff5Nq J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC WIDTH RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL 11 NOTE; CONCRETE CG-12 RAMPS SHALL (TRAVELL LANE) (TRAVEL LANE) DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A JO' F/C-F/C NATURAL WATERCOURSE• HAVE A MAXIMUM OF 2% CROSS -SLOPE. VAR. WIDTH 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND R/W APPROPRIATE END TREA TMENTS WILL BE FIELD VERIFIED AT THE TIME OF TYPICAL NSI6!ffB0RH00D STREET AS.E'CTION (VAR. #7D77HR11#r) CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN' INDIGO ROAD (PUBLIC ROAD) WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED OS-SSAR RffSIDENTIAL & MMSP USE SUBDIVISION STREET DESIGN SP.EED.- 25 JfPB NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET KITH INTERffITTL'NT ON -STREET PA AMA ON ONE SIDE8 Z,20' SPACES) OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY *NOTE.' UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES MES OF SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. NOTE: PROPOSED LANDSCAPING TO TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD U7/LIZE OUTER X OF PLANTING STRIP 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY I PER 3' CLEAR ZONE REQUIREMENT ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). If c/L 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ( CG-6 I CG-6 ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 5' WIDE CONCRETE CURB & GUTTER POINT OF -'- SIDEWALK 3 I FINISHED GRADE CURB &GUTTER 3' 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH - !CLEAR ZONE I CLEAR ZONE SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE ' 2x I I SURFACE E -I EXIST. GROUND 2% 2,�• 2% 2% STRICTLY ADHERED TO. -' .. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING -� --- s' PLAN ; 6' PLANTING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 7 STO E BASE 42W0T 4'21AOT STRIP 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA EXIST. GROUND STONE SUBBASE S70NE BASMANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD 1.0 5 s 2.5�- 2. e NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10' 10' 10• TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE I (TRAVEL LANE) 24' F/C-F/C (TRAVEL LANE) INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR 4e' DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND R/W CONVENIENT ACCESS. TYPICAL NSI011B0RH00D ASTRZZT ASS'CTION (49' R/,Y) 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE 0YWON STREET (PUBLIC ROADS) DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. OS-SSAR RESIDENTIAL TZr MIXED USE SUBDIVISION STREET DESIGN SPEEL?• 25 APB 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE *NOTE. • UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS C� THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO R/w INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA I CG-6 POINT of CG-6 INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. __ 5' WIDE CONCRETE 31 CURB & GUTTER FINISHED GRADE CURB & GUTTER 3' SIDEWALK LCLEAR ZONE _I I (IC-LEAR ZONE(I ROAD NOTES' 2x f� I SURFACE f� EXIST. GROUND 2% 2X/ 2% 2Z GRADING: 3 l 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & _ _ _ 6' PLANTING + 6' PLANTING BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION / 4" VDOT 21A STRIP 4-W 4- oT STRIP STONE BASE 21A 21 SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF STONE SUBBASE gre THIS PROJECT. Ex�sr. GROUND E 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE 1.0 5 s 2,5- 10, 10' 8, z.5- 6 REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE (TRAVEL LANE) 1 (TRAVEL LANE) ON -STREET NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. I 30' F /G PARKING /C_F J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED 55' FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT TYPICAL NEIGHBORHOOD ST.R S'T AJ l / CTION �55' ccPc•• 61' R/fY% SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO CRMSON STREET (PUBLIC ROADS) SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE • OS-SSAR RESIDENTIAL & .MIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 ifPfl DRAINAGE. • P.4RAI-M 07TI.f MVP -OUTS W=M' SPACESM) 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE *NOTE- UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF RCP WITH A MINIMUM COVER OF ONE (1) FOOT. TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICA TED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICA TE. -4 ALL DRI VEWA Y EN TRANCE PIPES SH ALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE OP 4"-I SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A CURB I 2" R POINT DEEMED AS NATURAL WATER COURSE. A ° 1 " sM-s.5A SURFACE PA VEMENT. COURSE 6 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE :� . ' < 3" BM-25 PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS 13,, . d ,:4 °. • • • .•• �a. . . L INTERMEDIATE COURSE THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS ° • ..' q ° A A 7- 5" COMPACTED AGGREGATE APPROVAL THE PROPOSED METHOD OF CORRECTION. : : ♦ ,.� a : •••A ° A. wq BASE COURSE, VDOT #21A 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND .a .- •' 4 • "` ' ° oR #21B DEPENDING oN / // /� / // COMPACTION BEFORE BASE IS PLACED. ULTIMATE TRAFFIC LIMITS J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE99 6- AND UNDERDRAINS MIN COMPAC E R� 5' WIDE CONCRETE SIDEWALK \ I 2X \ 1 4' VDOT 21A STONE BASE R� 5' WlDE CONCRETE I SIDEWALK I \ I 2% l I 4" VDOT 21A STONE BASE 5 R1W 5' WIDE CONCRETE SIDEWALK II 4" VDOT 21A STONE BASE EXIST, GROUND EXIST. GROUND 3-4" HARDWOOD MULCH OR 2" STONE DUST COMPACTED SUBGRADE PEDESTRIAN TRAIL NOTES: NO SCALE 1. THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE "PRIMITIVE TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION 7.H. 2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH REGARD FOR THE EXISTING NATURAL FEATURES. 3. THE TRAIL SHALL BE 5' MIN. IN WIDTH WITH A SURFACE OF 3-4" HARDWOOD MULCH OR 2" STONE DUST. 2" STONE DUST TO BE USED WITHIN ACCESS EASEMENT ON THE LOTS. MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, II, OR 111 PRIOR TO PLACING SUBGRADED AGGREGATE BASE. _ 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE l' 6" 2' DOT #57,#68, OR #78 ASPHALT PAVING - ROADS SURFACE• CouRSE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE STANDARD CG-6 STONE BASE UNDER CURB 8" 21-A INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE CURB & GUTTER & CHECKED BY VDOT NO SCALE BASE COURSE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. NO SCALE PRIOR To PAVING AND/OR BUILDING OFFICIAL NOTE: BACKFILLING. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE 2" SM-9.5 COMPACTED SUBGRADE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE SURFACE COURSE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH ASPHALT PAVING - DRIVEWA) 1 S • • • • • • • • OTA F r� • .ram • n.� • �.� • :� • �� • ••,�.� NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. BASE COURSE Table 4: Pavement Design (VDOT Pavement Design Guide) VDOT O • � � 1111111111111111111111111111111111111111111111 Pavement Design RF= 10 Location AD'I' HCV Design ADT CBR SS'V Dr Surface h a Base b a Sub -base In a Dp CriasonStreet 183 0 183 5 S L5 2.25 0-25 3 2.15 21B 5 0.6 12,83 Indigo Road 256 0 256 5 5 9 f9" SM-9.5 1.5 2.25 BM-25 3 2.15 2iB 5 0.6 Asphalt Pac emeut Res Detail for Open p a p Cut Utility Installations Mill & rmr.fa"e Mill & resurface-' Saw-eut existin avument 9P ----+•/Asphalt 1 " m n- 2 I { 6' ruin. to the full depth of asphalt Concr to Surface Material'Pe a 72' 7.5'total as halt min. P concrete pavement depth arequalta P the depth of exislin p g asphalt concrete, whichever is greater 4�t 1:5" ruin. 10' min. ,f / f a / J i f.�� tf� / n r rf r / f -� i S D-bas u ecaursedepth I 9hall6 lg'or a ralto depth existin sub -'case P 4 i eY A+h ch errs 9 rester 12°Benchshall Min. 12° bench Min. ,o Horizontal and vertical surfaces belae kedwith RC-250liquid uid as haltot a rate ofD.1 gallon per NO -TES: SY or as determined by the district administrator's designee Asphalt vr ancrete5urfaceFAaterial: t SM-g.5A farADT 10000 - SeledMateriatT eIwithminimumC R-30 YP B SNI-9.5D forADT - 10 000 The districtadminisVator'sdesignee shall determinelhe -�- Class l ba ct4ill matertal in accordance restoration requirements for otherpavement types. with Section 302 of the= Road and Midge 1 Specifications Trench width and pipe beddin 9 shall be in in N o.26orWa re ate pipe in g P P bedding accardancewiihVDOT Std. PB-1 tit lh a_.eTdanGewi S@CklOn5245$342ef the Road and9rid e Specifications "* 12inches minimum beyond the edge ofihetrench ¢� on longitudinal open cuts, or 25 featrninimumbeyond the trench centerline on Perpendicularopen cuts, or as determined bythe district a dministratur's designee. Date_ August 27 20'14 8 , Not to Scale %�� �/���/�,,✓i✓,cam 4" 21-A STONE BASE CONCRETE SIDE t URSE c'�•t�g �� �i:� �u�i.'h� pia• �ti�i�at ASPHALT PAVING ACCESS EMERGENCY • ♦ , n WALK NO SCALE NO SCALE & PEDESTRIAN/BICYC & TOT LOT/SWM ACC Do-+ DRAVABW UNDERDRAIN SHALL BE CENTERED DE OE UNDER Ctk?i4 AND GUTTER' OYF?TL ', OP PAVED: SHOIAD£R. GEOTML£ DRAtNACE. FABRIC PAVEMENT (OVERLAP 1 0' AT TOP); MATERIAL, : '. PAVEMIENT UN P a S Aii[.1 Zip MAT OUT _ LET r R1A SUBGRADE._ � SEE NOTE 1 StBGRWE tiU7LEt PPPE kd7 AGGREGATE ta4 2'-0" Y-o" AUCREOATE OR CRUSKD SEE ROTE :.I Gt ASS MEETING No R57 AIDGRfGATE. 09 ,4 PIPE GRADATION REOU?ENCNT.. : AGORE ATE G 4R CRUSHED - VATtIPELE 0 t ' : (EDGE Gfi• ;PAVED ;.Fi0UL8ER) O1.A55 )�E 4+rJ &. GRADATION RE HiEIY�ETff, Qth PAYED SHOULDER SECTION CURB AND GUTTER SECTION T W UP O ELBOW, ORATED ELBO CATEDPIPE SPERF4S♦ ELBOW �1 PERF C4NNEOTtQN At oR L1, Ki. ED E PRINPftY DIRECTION TItENCN WITH F Of WATER l,GW URNNAIJE FAUM NON. PERFORATED OUTLET POE OYPIdAL) 46, EtAoye CoNhEG7r?N 45• WYE.. CONNECTKk1 : FAf l8MIT5> .FOR OUTLET PIPE TO fe.O.Y BEGYH WITH 45' EU$OW EW-12 tTYW L) OUTLET PIPE NO SCALE _. ... - Yir SPECIFICATIOI N ROAD AND BRIDGE STANDARDS NT E D_GE DRAIN REFERENCE STANDARD PAVEMENT 240 SHEET 1 OF 2 REVISION DATE 258 14ti.05 VIRUNA DEPARTMENT OF TRANSPORTATION W 701 �LE PATHWAY, GRAVEL ACCESS ROAD TO SWM FACILITY ;ESS PATHWAY NO SCALE \ \ VAN 43�Q LC)'i'zG. ♦ tl It t , r�y�\�►� \F ,t t t ltl O�� SCOTT R. LINS'Z Lic. No. 035791 �. $ 05/07/21 c� �SStnNALLd z 0 z W to Z _J J 0 U 0 ° ° 0 U I •L _ 3 a i u C x N 3 O J °' ) S a J U y 4� J o U y � - 0 ° 0 U 0 U 0 Z. ALL MAILMIALJ A/VU C,U/VJIKUG_/IU/V MLIt1UUJ Ji7HLL (,UIVtUIfM lU GUlIC/CCIV! Jt'tWllt.HIIU/VJ HIYU (11 N 0 STANDARDS OF VDOT UNLESS OTHERWISE NOTED.LU J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED o EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER C:)o 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. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE L9 COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. Z 11_ 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. ALL WA TERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A tV VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. d- NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: N L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.W M tV ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED, C11 iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND W APPROVED BEFORE THE. PAVEMENT STRUCTURE IS PLACED. -� J_ v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, i PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE U) PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. � vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. O vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE -� PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Q viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT = THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. CG 12 NOTE•COMPCNENTS OF CURB RAMP$ CONSIST OF THE FOLLOWING- HYDRAU I CE E T SIDEWALK (DEPTH I I 1 LG M N S ALK S E N INCHES. AREA N SQUARE YARDS) O Q AR • .CURB WHEN: REQUIRED :COG-2 OR CG:-3 IN LINEAR FEET) GENERA' NOTES: N DETECTABLE WARNING SURFACE (AREA IN $OUARE YARDS) 1. HE E T -IN H PROVIDED s Y T - $ACH F'THE ABOV ITEMS IS rA AT A T D TEG ABLE WAtN.G B L BE B TRUNCATED OOM 3. 0 E EM SEPARATE P Y ITEM ANDSHOULD ALG E E A B' SUMMARIZED F T E SU ARZ p ORE CURB CUT RA13T', 2. OETECTABLE'NARNWG SH L FROM THE ATAPPROVED US E. AGH A. BE M F-RIALS T FOR DETECTABLE SUF ES_ PRODUCTS 0 LISTED SHALL MEET - SIDEWALK. T E. pU NOT ST HAi EE RAM 1 - MAX - THET TH V 48:1 AX. P 2t REQUIREMENTS OF E SPECAAr_ PROVISION FOR CG-12 DETECTABLE M. WARNING SURFACE AND SHALL BE SuBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING 510E5 OF CURB. RAMP MAY BE'. POURED MONOLITHICALLY WITH RAMP 4• FLOOR OR BY'. USING PERMISSIBLE . -CONSTRUCTION JOINT. WITH REQUIRED BARS. 4 I : PAI FLOOR I REC OL MUST. ' PROVI F g .. .F RAMP _L.. $ P. AST.H ES BE DED OR DOWEL:.BARS Sb • MAX H I F I .f THAT ADJOIN NG E :SIDES CAN BE AST N PLACE AFTER PLACEMENT F 1 LARD G E R PLACEM N O O F PRECAST AMP FLOOR. PRECAST CON R TE LPL 4 R F R C St L BE GLASS A 5, REQuIRED BARS ARE TO BE NO. 5 X a PLACED 1' CENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COYER 1%2".. fi_ CURB I CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURBRAMPS.- ARE INCLUDED IN PAYMENT FOR CURB I CLRB; AND GUTTER. - 5' MIN. " 11Ax 7. CURB RAMPS ARE TO BE.LOCATED AS SHOWN ON T PLANS a 1 IN R AS WHEREVER Eq i t2 Y THE EN IN'FJ2 THEY TO B PROVIDED T INTERSECTIONS " B IBL E HE ARE E RO OED A NTE SECT AY HER V R ' R W E E t �t MAX AN ACCESSIBLE flWT WITHIN I I HF Y -'H 'I 2 E E T t£ RG OF WA OF A HIGHWAY FACILITY F Y CROSSES ACVRB REGARDLESS OF WHETHER SIDEWALK ISExISTINO,PROPOSED, ; OR.NONEXISTENT. 7 Y: S L. T WITHIN PE S RWJ C NE MU T BE RGA EO WTH OE T RQSSWALKS AS SHOWN ON PLANS OR, AS DIRECTED BY THE ENGINEER, MD SHOULD NOT - TYPE B' HINLETS, HI P.. EXISTING I 9E LOCATED BE p VE_C E ST0 LINES. E STNG LGHT`P ES FIR HYDRANTS, -DROP INL ETS,.ETC, ACCESSIBLE ROUTES PROVIDEaA CONTINUOUS PARALLEL UNUBSIRUCIED, STABLE, FIRM AID SLk' RESISTANT PAIR CONNECTING ALL ACCESSIBLE CLEMENTS OF A FACILITY THAT CAN BE APPROACHED,ENTERED AND USFO BY PEDESTRIANS. MM 8. RAMPS MAY BE PLACED ON RADIAL. OR TANGENTIAL SECTIONS PROVIDED THAT 12 t [H CURB OPENING I P WITHIN I 'I F E U B E C S E: CO W Nl THE THE E D THE CROSSWALK AND 12 tNAX- THAT TH P T THE: r F T : I T. E 'SLOPE A E CON CT.ON HE I NE 4 CURB OPENING S PERPENDICULAR TO TH€CURB. �'` ' INN XC 5 9. TYPICAL .CONCRETE SIDEWALK IS 4" THICK.. WHEN THE ENTRANCE RADII CANNOT , ACCOMMODATE' HE_TURNING REQUIREMENTS OF HEAVY T T. Y TRUCK; :N tAI T 4 TRAFFIC REFER 0 S AN ARD CC-13 COMMERCIAL. ENT Y `. T D E AL ENTRANCE tHEAv AN AT dC 2" NIGHER THAN IHUCK [ AFFIC)FOR CONCRETE Eli R U H. G OFPAVEM HT EO E E t H U R ARE I : AT * yC - SAME A R F 0. WHEN CURB AMPS E USED N CONJUNCTIQ :YIITt ASH SHARED S ATF AM $ TO 0 CURB N N 1 M USE P i IH MINIMUM WI TH SHALL I E N MUM O L BE THE W OTH OF THE SHARED USE PATH: 11. WHENONLY ON CUR AMP 15 PROVIDED F T E B R OVgDE TO AN UVER CROSSINGSETC(DIAGONAL), TYKE C 4 x 4 01 H T A LAN NC AREA SHALL BE 0 MANEUVER A WHEELCHAIR H L NR PARALLELPERPENDICULAR INTO THE .CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4': x 4` SS . LANDING AREA MAY INCLUDE THE GUTTER PAN: T UNCAfE DOME �n 12. ALL CASES WHERE C RAMPS TER CT AAD T R D W E UO IN. SE RADIAL SEC ION OF a F .6'-2.4"C-C CURES AT ENTRANCES pR$TRE T CONNECTIONS THE ET CTAB € G S EACTD E L - o "I h�' WARNING SURFACE:HA CT - NW SHALL HAVE AFA FACTORY RADIUS Q E' FIELD AT R B F v0vv;o0 z FI Y T F .MODIFIED ASRECOMMEN ED B. HE MAl•AJ ACT RER TO MATCH p U A H l s THE BACK OF CURB,. (6 O O a. O O O Q O O O O 4 0 0 a a o 0 0 0 0 0 a 0 O a o 0 v o a o 0 0 0 a a U 0 0 •-I}• a -- LANDING RAMP q O.0 O 0 O.O a O 010 0 0:0 O O J 0 a000aooaaooaoao 50l.-6 V IJI BASE LYPMETER O P 0 0 0 9 a a 0 4 00 U0a TOP DIPMETE R DET CITABLE WARN - - AT BACK OF CURB�IARIPHLE F' L WIDTH F NOTE t I UL W D 0 RAMP FLOOR SEEN E 2. BASE. pIAMETER f... PAY: UNITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL V O SPECIFICATION Z Q T -LI . N CG-'12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANaARDS SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION -502. CEOTEXTR.E ARAWACE FABRIC PAVED SHOULDER UD-4. uIV RLAP, r-O" AT rOP1 l�G1NGIT(lUINAL PERFORATED PIPE'- -NO.215 AGCHEGATE STABILIZED OPEN YCEED DRAINAGE ,PAVEMENT �r a. "PIPE SI158Af$E LAYER ,....,i s .- � St9GRAt)E 40TLE7 PM'E- CRUSHING STRENOTH TYPE OF PIPE )( W. F- 4' NQM,.VAKTFR H P $MI T W YG CORRLK)A7 P ED E: Ia MSNTO W2 2 SEE 140TE=1 07� A0=9ATE. $ AGGREGATE OR CRU5M GLASS MEEIRING GRADATION WQUSIEL"T, NON-PERF'OIRATED OUTLET PIPE. FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS SEDGE AYED SI{0St1 DER1 4f P PA SHOULDER I PAVED S OULDE SECTION (FOR IT14STABILIZEDRAIN A R) (i Uafr W D AGE L YE Gt?41SHtNG STRENGTH T TFE CF P W.7 4" NOW DIAMETER R SM001H WALL PVC 103 SMOOTH WALL PE 70 P5i)EifyE.... UPDERDRAIN SHALL GE CMERED UMXR CURB AM GUTTER. X WALL INCX)JESS OAN) - OUCHES XXX TESTED ACCORDING TO ASTN D^2412 AT 5% OULECTIDN. GEOTEXT•.E.DRAWAGE FAEtI&C I -'A T OYFALOP V D T ORl waI DO G:tA11E L OPEN)ZFJ) AYEIe£rdT u, F.r -ES SH44A,GER OPEN GRADED . , .... •, 0RI3td,AGE LAYER .SEE NOTE.4 -EF pk�� pp�/� �, e; . 4 1. ... LhYEFI: ..'.:, .. ....-.:.... � MAIN LINE PAYEL�NT ttGN-F'EEiE TED Y CC�TtCCTWN PIPE SWGRADE UTLET PIPE: $EE NOTE' I - r.0" _ gg- �-� AS7 AGGREGAtE, k$ A,CCRECATE OR CR.U5NCD 4" PsF E • STD. UU 4 FAO D. / _ ST'D. UD. 4 RE4'D. GLASS MEtir 1Nd GRA�OAT H E9U EaI r, tiG 14 R !6 EN Vt`' f CUR AN GUTTER SECTION 4 (FOR USE WITH STABIL12 D OPEN-GRr EDRAINAGE LAYER) SH LDER fI � F P T AVEMEN, . NOTES' ES. EP I 4" MINIMUM PROVIDED ATTANNa MIN,Y1 U 4" OF DAY' ON TOP OF t, I€)ED AGGRE E PuYE I Y EDGEDR NS IN GORE AREA AS S 2. W+EN THE. LOWTWNN- PPE CONNECTS DMECtLY INTO A. CR2A/VMi£.. STRUCT'ON£ 1l QF INLET, MANHOLE. I feT T, NON-P QRATE:P DVRU.. PIPES ME . NOT RE,QUIRED, J. N-VERT ELEVATION AT,OUTLET EIS 4F OUTLET PIPE TO 9E A M WAUM OF r-v' MOVE INVERT ELEVATIGH OF RECEIVING DRNNAGE ORCH OR'STRUOTLRE; - L C CI)N9S (ELBOWS, S TO.) Yn PA T F DOT PIPE 4 A_. ELBa S E TFiB: Y L9fl S FOR LET E wYE AFaE TO BE OF THE SA)I�CRUSNWGSTRENGTH 'A$ TFE CUTLET PIPE, O. OUTLET PF ES ARE TO BE N$TALlED ON 2% MNN. (3 DESIRABLE) 0NA7 AND LOCATED EVER 350" MA7rMUNt R AS NOT ON MIS. T D NOTED Pl. 6. OUTLET PIPE TO BE %CURELY CMECTED TO EW-12 OR OTHER DRAAAGE 7 T S RtAC IDLE. 7. WIT)ffiMi THE LIMITS OF A CQUMERCIA. EHTRA.NCE.NQN-PERF•4RATEP PIPE UHIVK&, FIE EOMIfFiCtd1 SIDEWALK � ALK EtTIRANGE UNP IUNPAYED SPACE: PERFORATED L,ti7iER4RA9T F�+E TRENON rilT#t PERFCitATEq x�EFtDRA1N iPPE UTIL ED IN UEt) OFPERFORATEDPIPE. TL MdA1NLINE ROADWAY W Tt♦ELETrG OF RIPE BETWEEN THE WYE C CTIOF) AM W=t SHALL H£ 7' 9. LENGTH E Ott THE $ 2 S D. CURB UNITED 'TO NO MORE THAN r-0" TO PERMIT CAMERA INSPECTION O€' Tit MAIN LK & GUTTER htl. 4DERDRAN BETWEEN THE LB,SIS Of . sT D,'%441 W; OMRIERCW_ ENTRANCE CLR RETURNS EITHER:.OIREDTIOR.... -P T � NON ERfORA ED PIPE, 9, IN SUATIONS WHEN FLLL DEPTH; OF STANRJ� OPEN-UMED VATERI& CANNOT WarIfi1DER CURB AND GUTTER. ND. ZRI AGGREGATE $HALL. UZ USED UNUETi C1TtH AND GUTTER, NO. 215 AGGREGATE MAY ALSO BE USED FROM TOP OF WA61117FD OPEN -GRACED MATERIAL LATER AND CURB AM WTTER SE:C$IOATI4N C. ryh gyp Y"��' REF2410N6E STANDARD PAVEMENT EDGEDR N v --- Pi0A0 AND BRIDGE STANDARDS 258 REVISION DATE SHEET 2 OF 2 501 YldOW DEPARTMENT' OF TRANWORTATTON 701 5 Q7. 7 HE W H n Zw W ry u 0 C: ° U y� i Q YYYYYYYYj ° r ° (n 0 LU a U)rr �� ° O 0 rn Q ° ° o 1-1 � J) ° ° W J ° a W c Q >- o QW o T 3 O U 7 W W o 0 CL J E-- 0 F� o T v E V ° O O ry 7= z Ir w W 7- 0 Z W rn Z J O U 0 ON Q. O a m N W 7 U x W 0 N s 0 V ° rn a-+ C N E 7 � U 0 Uj r-n W O LU a-+ d V) ° U JOB NO. ° 112066 v c SCALE AS NOTED SHEET NO. o 9 �' CO-12 GENERAL NOTES: 1. THE DETECTABLE 'WARNING SHALL DE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) `r SMITH SLIP RE5151`41T INTEGRAL SURFACE COVERING THE PULL WIDTH OF THE RAMP FLOUR BY 2 FOOT ITT LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOIJES DETECTABLE - WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. .I r .TF, r. 5 S_Ur'IN, S.�_S )r LRB RAMP MAY BE POURED h.1UNCLITHICALL'f WITH RAMP PERPENDICULAR FLOOR CR 6Y USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF R Al.IP FLOOR IS PRECAST HOLES MUST BE L E FOR DOWEL BARS SU THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF _ PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-•t. 5. REQUIRED BARS ARE TO BE NO.5 X S" PLACED 1'CEN rER TO CENTER ALONQ T '�L' y 12:} MAX BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH CF RAMP FLUOR. MINIMUM CONCRETE COVER 4/Z'. 12:1 MAXI y 6. CURB / CURB ATM GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENr FCR CURB / CURB 910 GUTTER. TYPE B 7. CURB RAMPS MtE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT PTTERSECTIOM; WF.EREVEH AN ACCESSIBLE ROUTE WITHIN) THE RIGHT OF NAY OF A HIGHWAY FAC.LITY CROSSES A CURB REGARDLESS CF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEMSTENT. THEY MUST BE LOCATED IYITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLAf75 Oft AS DIRECTED BY [PIE ENGINEER,AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRArITS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONT.N000S 12� UN.ODS TRUCTED, STALE, FRlI Af10 CLIP RESISTANT PATH CONNECT,NG ALL T 11;1 t•6p,X Y/y> ACCESSIBLE ELEMENTS OF A FAGLITY THAT CAN HE APPROACHED, ENTEREDR' T- AJU USED BY PEDESTRIANS. �V B. RAMPS MAY BE PLACED ONJ RADIAL OR TANGENTIAL SECTICHS PROVIDED THAT 2' )MITI rrd� AT X, 2" NIGHER THAN CURB OPENING 15 PLACED WITHIN THE LIMITS OF THE CROSSWALK AND - THAT FHE "LOPE AT THE CONNECTION OF THE CURB OPEN',PJC IS EDGE OF PAVEMENT PERPENDOLLAR TO THE CURB. AT'X.:K , SAME AS TCP OF CURB 9. TYP ICAL CONCRETE SIDEWALK la 4" THICK. WHEN THEENTRANCE _ APEA YRADIIC TRUCK TYPE G ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. 'WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MIN.MUM 'WIDTH SHALL BE THE WIDTH CF THE SHARED USE PATH 16.. - 24 TRUNCATED DOME _ C"Ccri!` O O O O O U O O U O O U 0 0 0 0 0 0 0 0 0 0 0 0 0 o a a + TOOOOOO 0 0 U U 00 0 000 000 0000000 2 0 2"O o 0 0 0 0 0 0 U 0 0 0 0 0 0z1 50%-°TOPMETER IAdETER U O O U O U O O U L 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 T _ I U.9' L4" VARIABLE I+I t BASE DIAJETER _PAY LIIJITS >+ TRUNCATED DOME DETAIL DETECTABLE WARNING I DETAIL SHEET 1 OF 4 CC-12 DETECTABLE WARNING SURFACE FIERENCE" REV.7YO5 GENERAL NOTES 50 203,05 VIRGINIA DEPARTMENT OF TRANSPORTATION CROSSDRAI N CD-2 ON FILLS CENTER, LINE SECTION (WITH TYPE 1 SELECTMATERIAL) AL) TRENCH PLACEMENT ++ PAVEMENT SURFACE & BASE 0 n o o '$ o v o I a Q o o 0 SUBBASE o• -0 o o• o• 7 p• o or o o o -SELECT MATERIAL TYPE I OR 0 AL- - 957 AGGREGATE,.#8 AGGREGATE OR CRUSHED ASS MEETING # POAT N REQUIREMENTS. GEOTEXTILE CE 8 GR.:. 10 DRAINAGE FABRIC OR I -PAVEMENT SURFACE & BASE ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL WATER do SEWER CONDITIONS November 16, 2015 ACSA GENERAL WATER & SEWER COND17IONS 1. WORK SHALL BE SUBJECT TO INSPEC77ON BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING 7HE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. 7HE LOCA77ON OF EXISTING U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN /N/TIARVE, LOCATE ALL UNDERGROUND LiNES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONS7RUC7ION SHALL COMPLY WITH THE CURRENT ED177ON OF 7HE GENERAL WATER AND SEWER CONS7RUC77ON SPEC/FICARONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVA77ONS SHOWN /N NATIONAL GEODE77C SURVEY. 5. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS U7TLlTY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MiN/MUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM 7HE 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 ROADS/DE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RES7RAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. 7REES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10.7HE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULA77ON REGARDING BRASS FITTINGS EFFEC77VE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). File: QA4dminlService Authority DetailslTD 30 - WATER TIGHT MANHOLE FRAME AND COVER.pdf M6kWLlglorinvalid reference tk5 DOWELS, 8" LONG A PERMISSIBLE AT 12" C-C CONSTRUCTION 5' MIN. i ZJc#IT 12:7 MAX z Lrt121 MAX :n j �`' _4 •� j B 2, B ` J RAMP I J )SEE TABLE) A TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS I 5'-0" rJ rI `'HAPE TO MATCH FACE - OF ROADWAY CURS BACK OF CURD 48 : I MAX. 20 w 1 43 : 1 MAX. SECTION A -A PERMISSIBLE rONSTRUCTION JOINT - I TSECTION H-13 i NOTE: FOR GENERAL NOTES ON THE DETECTABLE 'WARN.NG SURFACE, SEE SHEET 1 OF -1. SPECIF.CA110 REFEFEICE 105 502 TYPE B PARALLEL APPLICATION ROADS'/AY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURD 6" CURB 0 6 5 7 2 5 6 3 6 9 4 8 12 5 10 1 15 6 14 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS CF THE SLOPE. CROSSWALK TYPICAL PL ACEMEHT AT INTERSECTION WITHIN CROSSWALK � � 12:) MAA• 4 A 4' SCUARE LANDING AREA X OUTS.UE OF FRAVELYIAY SHALL BE PROVIDED FOR �CRUSSY(pLKITtINNTHE MARKED DICULAR CROSSWALK CROSSWALK AREA_ CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION CD-2 CD-1 2 LIMITS OF PAY FOR �t QUTLET PIPE Cln -- i0P OF CUi G.,VF. RAOE - PAVEMENT E ENT ,.f TOE QF FLL SUBBASE. DITCH ITYE ICAL)J' Tj' SHOLUOER UNE T FLL SUBGRADE LINE I 1 EDGE OF PAVEMENT C OS ORAI CO-1 AT LOWER T R S N OWE. END OF CUTS _... 90° T TRAVEL I.arJEs CENTER 'LINE SECTION (WITH TYPE )SELECT MATERIAL) _ - - - _ - _ - i, e f:. EDGE of PAVEMENT TRENCH PLACEMENT Tr SHOULDER LINE � YPICAL) TOE OF .PAVEMENT SURFACE 1, BASE / PAIFORLooq000a©OUTLET 0 000go000ooSUBBASE PIPE o000.ti •0 o0o-0o•ag•o0.qo o 6.0-0.0.0,0 Q-SELECT MATERIAL TYPEIORE PLAN VIEW SHOWING PLACEMENT OF 4 057 AGGRE ATE, #8 AGGREGATE OR CRUSHED CD-2 CROSSDRAIIII GLASS MEETING .118 GRADATION REQUIREMENTS. CEOTEXTILE DRAINAGE FABRIC NON -PERFORATED OUTLET PIPE" TYPE OF PIPE CRUSHING STRENGTH OR -e- PAVEMENT 13AS EN SU RFAC E & E -�- SUBBASE OR CEMENT STABILIZED SUBBASE ov o0000 0 0oa o 0000 0 0 X W.T. 4" NOM. DIAMETER )(W.T, I e" NOM. DIAMETER SMOOTH T WALL. PVC 1 3 0 1 0. 53 SMOOTH WAIL PE 70 PSI 3(cNc)rc 70 PSi =HEET 3 OF 4 REV. 7/05 2 33.06 ) EW-12 TOP OF CUT PAY LIMITS FOR (TYPICAL) OUTLET PIPE TO BEGIN WITH 45` ELBOW DI INCH LINE %JOULOFR LINE EDGE OF PAVEMENT (RAVEL LANES �r�45 �..... L - `:y y 45" EDGE'OF PAVEMENT PAY LIMITS FOR OUTLET :PIPE: TO SHOULDER LIPS B WITH45` BEGIN N DITCH:: LINE \ ELBOW P F iUE VF FILL 2- : %-11 (�PCAL) O� PLAN VIEW (PLACEMENT OF CD-1 CROSSDRAIN) ' . ' • • -c-- SELECT. MATERIAL TYPE 8 OR'SUU(;RAVE 00000 o 0 0 0 o a SUBBASE OR CEMENT STABILIZED SUBBASE o o- o• o ....: o. oo• a• o e 6• o. o o (CEMENT' OR LIME STABILIZED) ' •. -.r- S T TYP E O 3E WALL THICKNESS (MIN) - INCHES -.- ...... -•o. o• o o + 0: o• o •0 • .,ELEC MATERIAL E R SUBGRADE_ o • o • o a (CEMENT OR LIME STABILIZED) iEiEiE TESTED ACCORDING TO ASTM 0-2412 Ai 57° DEFLEOTfON. 057 AGGREGATE, #8 AGGREGATE OR CRUSHED • ; ` � . GEOTEX71LE GLASS MEETING • B GRADATION REQUIREMENTS. 11W AGGREGATE, #8 AGGREGATE OR CRUSHED DRAINAGE 0, GENERAL, NOTES OR NA�LE CLASS MEETING 48 GRADATION REQUIREMENTS, FABRIC �-s) FABRIC f�T 1. UNLESS SPECIFICALLY INDICATED. CROSSDRAN WILL NOT BE GENERAL NOTES LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 1. TRENCH SHALL BE FPLLEO WITH AGGREGATE AND THRgUCHLY HAND TAIAPED TO 2. TRENCH SMALL BE FILLED WITH AGGREGATE AND TNROUGHLY HAND TAMPED TO INSURE COMPACTNESS. INSURE CWPACTNESS. APPROACH S. 2. OUTLET PIPE SHALL BEEIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AN D NON -PERFORATED ED OUTLET PIPE 3. OUTLET PIPESHALL BEGIN AT THE EDGE 0F THE TRA VEL L LANE PAVEMEN T AND PAVEARNT SHALL BE PLACED ON A GRADE PPRPLLEL TO THE S)IDULDER SLOPE.2 Y MIN, (IBC SHALL BE PLACED ON GRADE PPftA1LELTO THE .SHOULDER SLOPE ZXMIN. (3 % DESIRABLE) GRADE. DESIRABLE) GRADE. BRIDGE " •' -' SUBBASE J. ON CURB AND CUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE CD-2 OUTLETS FOR CROSSDHAINS, THEY ARE TO BE LOCATED SO TO AN 1.T DROP , c £ AS DR N O R CO-7 5'-0" INLETS OR MANHOLES. AGGREGATE EASE MATERIAL TYPE I 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SIZE N0. 218 (8" MIN. DEPTH) WITH OUTLET PIPE ON LOW SIDE ONLY. OF PIPE CRUSHING CRUSHING STRENGTH W,T. 4' NOM,.DIAMETER XW.T. 8" NOM, DIAMETER SMOOTH WALL PVC .103 0.153 SMOOTH WALL PE 70 PSI )Q)()E 1 70 PSI X;) 4. ON CURB AND -GUTTER. SECTIONS, 'WHERE IT IS. IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR CR SSDRN S THEE ARE TO LOCATED O R 0 N H- HE A SO AS T BRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATE❑ SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA WITH.OUTLET PIPE ON. IOW SIDE ONLY. 5. ELEVATION AT OUTLET END OF OUTLET PIPE TO. BE A MINIMUM OF V-D" ABOVE 6. INVERT ELEVAiION AT OUTLET END OF OUTLET PIPE TO BE A .MINIMUM OF V-D" ABOVE - INVERTI . NVERT ELEVATION. OF RECEIVING DRAINAGE DITCH OR STRUCTURE.. NVENT.. ELEVATION OF`RECEIVINC:URAJNAGEDITCH OR STRUCTURE.. PLACEMENT OF CD-2 CROSSDRAIN AT 8• CONNECTIONS ' Y WITHIN PAY LIMITS F T T PIPE i ALL CGNNEC OPTS (ELBOWS, W ES. ETC.) W N A L M TS OR OU LE P E ARE 0 BRIDGE APPROACH SLABS 13E OF THE SAME CRUSHING STRENGTH. AS. THE OUTLET PIPE. )E WALL THICKNESS: (MIN) -INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC,) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. XX)E TESTED: ACCORDING TO A57M D-2412 AT.5 DEFLECTION, X 7... VUrLE"F PIPE. TO 6E SECURELY CONNECTED TO EYI-12OR .OTHER DRAINAGE 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE TRUCTURE: STRUCTURE. SPECIFICATION. REFERENCE STANDARD CROSSDRAIN V� D VIA 1 `� STANDARD CROSSDRAIN SPEC FICATION;... ERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 232 501 CAT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET i OF i SHEET i of 1 REVISION DATE (AT LOWER END OF CUTS) 232 70T VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 IQe.DS : I08.04 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 501 701 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL 1L BACKFILL)Mt a" all MIN IdiN• //68 STONE -ILL AS O BY ACSA STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALL ABOVE THE INITIAL BACKFILL 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED iN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PiPE INSTALLATION 8c BEDDING NTS FIG. W-2 TD-2 Top View Q' 4 6" MINIMUM - 4' MINIMUM 4 4 a 4" MINIMUM A V - ' d: NOTE: RESTRAINED JOINT FITTINGS. Side Viav/ - - - - 42" Minimum - - - q•4• j a' Certiflcaiion of 957 - compaction required G _ a I a Galvanized Steel Beam, W12 x 14 (min, size) 4 45' 3` min. penetration into andisturbed soil PP or us approved by the a ` ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD--5 SEWER SERVICE LATERAL CONNECTION NDTES; 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 01 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, 3, MINIMUM. GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2r�Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL S WERLATERALS SHALL AVE A MINIMUM COVER OF 3 ET. SALT TREATED FINISHED GROUND 2 X 4 MARKER PLUG END OF SERVICE CE LATERAL MAIN LINE SECTION V IN LINE WYE-TEE PLAN VARIES A E R E SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - THREADS WHICH IS THE THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 1 D' 18"-22" 7 CU. FL ALYE BOX #68 STONE 42"MIN ° ` f"i 6" GATE VALVE ` / q 6,1 X 6,, TEE 2500 P.S.I. CONCRETE BASE AND THRUST ` ,•_ +; BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED II A. HYDRANT IS LOCATED IN A FILL, IN TO POURING CONCRETE, A STEEL PILE BE USED AS ADDITIONAL SUPPORT, N OTE I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2• MAINTAIN A 3 1/2' MIN, COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS` SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N'T.S. FIG. W-4 TD-8 COVER LIFT NOTCH 14 1/2" 12 3/8" -12 1/2" .- WATER . CAST IRON LID 18" METER BOX rye,^ � 1 18" 6 EXTENSION h, rt! PE SLOT PLACES \ OT S- N E (1). A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS: TYPICAL METER BOXES NTS FIG. V/-7 TD-13 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36 LARGE R ER THAN. 5IN ANY DIMENSION 24"MI 8"MIN INTIAL BACKFILL* EMBEDMENT (6II LIFTS) THOROUGHLY U HLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER NO. 68 STONE-. HAUN CHINE _ BEDDING 6" max V' min FOUNDATION (SHALL BE REQUIREDWHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL PI AL SEWER PIPE INSTALLATION ALLATLON IN TRENCH NTS FIG. S-3 TD-34 0 1 a 1 ( J ' II 11 u z Z N N d• PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE TRAFFIC RATED VALVE BnX W/ LID M.J. GATE VALVE WATER 4 LINE d 2500 P; S.I. CONCRETE -Ix- A 2'x 2` BEARING AREA. THRUST BLOCK : d • a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE: TYPICAL GATE VALVE NTS FIG. W-5 TD-9 E E N `_.CG {u/I{ m E0 �a I--►� I. N {j v .nW m oEO Q A Et3 a E [) ¢ uEi x 1= rn ? N -' E w '' W 7 <L LL i°110 Q of w o g E -z WA E �w E E E- E IEn �U N a r-� s-• VI � E : me r O q 8{ E E a E U s � r `�� \N n N to Lij Cq 0 0 TYPICAL MANHOLE FRAME & COVER N.T•S FIG S-1-D TD-31 5' MIN. VDOT CLASS 1 RIPRAP 2,-0' 3.0 MIN. 6" IPIPEI a- I O.D. 6„ VDOT NO I :`. STONE` 13EDDINO 6° .' O FIFE O.D. T2" SECTION A -A CONCRETE ENCASEMENT , NOTTO SCALE LENGTH VARIES MATCH EXISTING PROFILE EXCEPT C T ERE WH SLOPE PE OF 1 BANK GEED A EXCEEDS 1 TO 1 / IMAX. 1 A 3:0' MIN. ....: UNDISTURBED E MATERIAL L.-,A ELEVATION A NOTES: 1. WHERE LESS THAN 3' OF COVERTS AVAILABLE 9ELOW STREAM13 CONC RETE ENCASE E T WILL 6E REQUIRED. M N 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3'. THE TRENCH SHALL HE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. SEWER TYPICAL S . TREAM CROSSING N,T.S FIG. S--'/ TD-38 S COTT /R�LLINS Z Lic. No. 035791,� 'd05/07/21 � o ,*ZONAL E�C'1 DO m z�-i N O a H � O O w � m m O vl cn v3 z z ti Iw- Iw-' z z r1 rl w N N I- in n o En N En O O O N H W ZW w �1 z g w O w cy- Ln JOB NO. 112066 SCALE N/A SHEET- NO. 10 6 z w w z c=D z w 1n z O 0 4- 0 c 0 v c 0 U C 0 a. 3 0 x Q) _ 0 3 rn c D m c 0 U L (n 0 0 0 -D c v a� c v c 0 U _ 0 U 0 N E O c _ N (n _ U 0 O to D 3 Q) Tn 0 n_ _ O_ T c v L O D 0 v _ N n 0 C 0 C D C D N L O 0_ C L O 2 O c 3 C D U _ D 0 L >z N Q) n 0 C >, D E D C D Tj n J J 0 0 CI O L n. 0 (n _ U x 0 0 c N 0 c 0 E 7 U O U v v U_ U 0 n O 0 0 c v Q y n D 1992 3.38 FENCING .AND ARMORING DRIP UNE SNOW FENCE .lII. tIr.uulllili%ill�l� 511 ! ; I I � �� 11 Ills...•. .. � �.�,tlli�lt I I I � �hII g l I I l'� jjII tl I � /.rri •. : +� �• r s:P❖' r✓rf ..fir rrr�' I) DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE &TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOILTO 4" MIN. DEPTH MULCH SAUCER I1I►IF7.Ce17:[�r� TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION Plant Legend PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sf) TOTAL SITE QUANTITY COVERAGE (,o TREES UAP ULMUS AMERICANA YRINCETON' PRINCETON' ELM 10-12' HT 397 29 11,513 QS QUERCUS SHUMARDII SHUMARD OAK 10-12' HT 329 25 8,225 QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 46 21,666 QP QUERCUS PALUSTRIS (OFFSITE R/W) PIN OAK 31/2" cal. 471 3 1,413 UNDERSTORY TREES EVERGREEN TREES IN ILEXx'NELLIE RSTEVENS' NELLIE R STEVENS HOLLY 5'-7' ht. 1 44 23 1,012 MGI MAGNOLIA GRAN DIFLORA TITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' ht. 1 82 1 18 1 1,476 TOTAL CANOPY I 1 1 43,892 GUYWIRES WITH RUBBER HOSE AND Note: Total Canopy does not include the (3) Offsite R/w QP trees TURNBUCKLES 2/3 UP TREE NOTE: 2"x2" HARDWOOD STAKES, ALIGN 1. STREET TREES PROVIDED 40' O.C. AND 5'-1o' FROM PROPOSED UTILITIES. TOP OF STAKES 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE MULCH SAUCER HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. AMENDED SOIL MIX 3. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. 4. TOTAL STREET FRONTAGE = 99o' (INDIGO RD) & 840' (CRIMSON ST) = 2,830' REQUIRED STREET TREES: 46 (1 TREE PER EVERY 40' OF STREET FRONTAGE) CUT AND REMOVE BURLAP FROM TOP PROPOSED STREET TREES: 49 1/3 OF BALL AS SHOWN NOTE: ggo' OF STREET FRONTAGE ALONG INDIGO ROAD \ <a :' —III=III=III=111=III—1 l SCARIFY SUBSOIL TO 4 MIN. DEPTH REQUIRED STREETTREES• 25 r "\ / tf > � ::. �,. � zd •.-..:•..., : PROPOSED STREET TREES • 28 COMPACTED SUBGRADE -LOT 14 NOTE. 8 o OF STREET FRONTAGE A LONG CRIMSON STREET REQUIRED STREET TREES: 21 00 j :::.:: -, •::.' PROPOSED STREET TREES: 21 Evergreen Tree Planting Detail `' .$ Not To Scale TOTAL SITE AREA: 5.842 ACRES 254,478 SF ~ \.. TOTAL STREAM BUFFER AREA (OUTSIDE LOTS & ACCESS ROAD): 0.769 ACRES 33,500 SF TOTAL ACTIVE RECREATION AREA: 0.202 ACRES 4,450 SF CANOPY REQUIRED = 20%(SITE AREA - STREAM BUFFER - ACTIVE RECREATION) TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE mr OP NP SCOTT R. LLINS'Z Lic. No. 035791,E 0 9/27/21 � ,*-IONAL E�G� J J L c L c m m � cn V cn < _ z N Z O p~ Z Z O O H O 0 f UC) U) L LU � G CO CO E O m to to L V) z z w Wce W w CANOPY REQUIRED = 20%X .8 2 AC - 0. 6 AC - 0.102 AC L \ a' to to tJ TRIANGULAR BOAR �.°_'{ : ,. / .: \: ����`�•• � o D FENCE :. - •-.'-,..-:'- � � : '' .• '':..�;: �,'' "�" D zo% _ .8 zAC-o.8 1AC xzo% o. zACRES o SF /�/ . t TREE PRESERVATION CANOPY REQUIRE ( ) (5 4 7 ) 994 43,3 7 i�i AREA: 5,io5 SF PROPOSED PLANTING CANOPY CALCULATIONS: 1.0o8ACRE5 43,892 SF Q Source: Va. DSWC Plate 3.38-2 Ls COMBINATION OF U- LL U DECIDUOUS Conservation PlanNotes: r d. EVER GREEN \ ' TREES s z' % � 1 � \ \ 1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT III - 401 ,- : :----- � PROPOSED 6 � - \ ���. I UNTIL THE ' T SHALL BEG N '. �--��'''�, CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVI Y H PROPOSED PRIMITIVE _ \,, u LANDSCAPE AND 1 _ A INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE 1- TREE MARKING HAS BEEN INS LED \ \ (./ TRAILWAY TYP. MAINTENANCE � �;.:: ;: :�� , \ � ,-. �-• � :� �• ( ) •� � ''` COUNTY ENGINEERING DEPARTMENT. E.0 \ .1. 2' ASEM ENT t. L T. �.. 1. �\ Comity Albem: r D SOIL o ', �. "� CT MATERIALS AN C ,Ic t. U TRAFFIC, AND THE STORAGE OF CONSTRUCTION M y � ° ( 3 9 2, HEAVY EQUIPMENT, VEHICULAR RAFF C, C ,ue,vat, t PI;nj Checklt t-• ru be ,I � ed n n scu a Ito � " P . ' ,: •. '---..'. A PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. t ;.{: .. SHALL NOT BE E 11und6go L[I2$1-111-297 for complete a ctttcuGots 4 i \ 1 \ 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LIMITS O TREE ROTECT ON fullowiuu dews shall ue shuwu "u the lan: : � . , .c .. . ' . ' .. � .: � .: • .: ' . M F P I 1 u C L T ADVERSELY AFFECT TREES TO BE . I 'r �,..� �•'1 � LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NO A E y T etl PG lT U S (1 M ,.,' .: � : :';' FENCING TO PROTECT THE LOT� �`` PRESERVED AND PROTECTED. t t r. ® tuli,s q'cleuri t> utilie ire f ee es L t , q do to q t[ s to b aveli 6 p \.' \ WOODED AREAS TO BE El Luc fi e a e 'v f sing.' ` - _ a.gnaud gfpr t ch e en r : ' �p 1 o f O B . Y d' 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES T E r - PRPrPPvPr) nN T14P SITE \\ V. X / a y' . V y• I: � / t 'a I •9 Y a • off,..-, ...off: • t `"fix"` '�.'dE<��'k-� X i •S:YT. `3Y -;dam ...wa:. u N' Y b^+ 'd. •A: k \. ��'iiL�.. •ems �\ 4 kfno+Cxx « — — s •t s `2. e _ 10' FROM C/L INTERSECTION TO INDIGO ROAD 3 - �' - :^��-- - — �\.C. --ter-••""'r_-`..-r.—f �"` i �— - _ — --- ------� _ SP ACE& CRANBERRY LANE GRAPHIC SCALE ALE , — `" - 6_1 ___-•.-�___------ ----- �_— _-- — - — _ ___- _-_- --- _— 66� - - ---__------ --- 666/ (0.025 AC STREET(49)QP 30 / 0 15 30 60 _121 TREES rCLAUDIUS \\ t 1 CROZET g5 N52a o2 ( 1N FEET ) GOAL �'�� PARK 1 inch = 30 ft y v i Q -Y Y .v �.i v r v \ v v y y t a � y W 1 Y � v J Y .�• F v c `\ Y z -Y Y Y Y y . y Y � v t \, y C \•v y y i y 1 y\ v Y \ �. • • • 1 rX,\; •: NO. ': � '112066 r 01 3 SCALE � y. XXI • XINX: X SHEET NO. z w to z J J O O 0 c N V) c 0 U c 0 3 Q) 0 n x 0 0 0 0 V) 0 U L 0 U 0 0 c v S_ 0 t. 7 c O U 0 0 0 c n U C L > O �Y 0 0 rz Z3 0 0 -0 tv 0 0 t rn c 0 L O Q 0 tv 0 U 7 O Q L lU .1] T O E C a t9 z w w z z w ,n z J J O O T N 0- 0 i 0- N N U x N N Q) 0 3n C tU E mD U O Q) N U O En ,n 0 -0 c 0 In C 0 Q 0 L Design Year: 10 Project: Foothill Ph VI Job 9: 112066 Prepared by: Design Storm Yet-= 10 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEEL' FT./FT. INCHES C.F.S. F.P.S. SEC 14 0.13 0.90 0.12 0.12 5.00 6.67 0.8 10 658.26 658.06 29.93 0.0067 15 5.3 3.0 9.9 10 0.17 0.79 0.13 0.25 5.17 6.61 1.7 8 657.96 657.81 25.70 0.0058 15 4.9 3.6 7.2 8 0.00 0.30 0.00 0.48 5.47 6.52 3.2 6 655.56 655.29 50.30 0.0054 15 4.7 4.1 12.2 6 0.00 1 0.90 0.00 0.48 5.68 6.45 3.2 4 655.19 654.38 157.37 0.0051 15 4.6 4.1 38.9 4 0.00 0.90 0.00 1.70 6.32 6.26 10.6 2 654.29 653.75 21.46 0.0252 18 16.7 9.9 2.2 2 0.00 0.90 0.00 1.70 6.36 6.25 10.6 OUT 653.65 653.10 22.55 0.0244 18 16.4 9.8 2.3 12 0.27 0.86 0.23 0.23 5.00 6.67 1.5 8 656.16 655.66 95.80 0.0052 15 4.7 3.4 28.3 20 0.61 0.76 0.46 0.46 5.00 6.67 3.1 16 657.12 656.69 81.57 0.0053 15 4.7 4.1 20.0 16 0.00 0.90 0.00 1.21 5.81 6.41 7.8 4 656.59 656.05 95.63 0.0056 18 7.9 5.1 18.8 18 0.09 0.83 0.07 0.07 5.00 6.67 0.5 16 659.00 658.50 31.22 0.0160 15 8.2 3.6 8.7 28B 0.27 0.72 0.19 0.19 5.00 6.67 1.3 28 667.08 665.49 125.99 0.0126 15 7.3 4.4 28.5 28 0.03 0.70 0.02 0.46 5.48 6.52 3.0 22 665.39 658.64 119.66 0.0564 15 15.3 9.5 12.6 22 0.30 0.72 0.22 0.67 5.68 6.45 4.3 16 658.54 656.69 63.88 0.0290 15 11.0 8.4 7.6 26 0.23 0.72 0.17 0.17 5.00 6.67 1.1 24 667.17 665.83 28.03 0.0478 15 14.1 6.6 4.2 24 0.09 0.85 0.08 1 0.24 1 5.07 6.64 1.6 28 1 1 665.73 665.49 45.45 0.0053 15 4.7 3.5 13.2 Structure � Area (Acres) CW tc (Mill.) 5.0 2 0.00 0.90 4 0.00 0.90 5.0 6 0.00 0.90 5.0 8 0.00 0.30 5.0 10 0.17 0.79 5.0 12 0.27 0.86 5.0 14 0.13 0.90 5.0 16 0.00 0.90 5.0 18 0.09 0.83 5.0 20 0.61 0.76 5.0 22 0.30 0.72 5.0 24 0.09 0.85 5.0 28 0.03 0.70 5.0 28B 0.27 0.72 5.0 26 0.23 0.72 5.0 I' rv�nts, n OR OANA i.nrircu I 0.1990 ACRES I ZONING- R-6 I ESIDE TIA I 3 4 PG. 271 I 56A2- -00=8 300 I JONES, BEND MIN MARTIN y I OR SARA BE' 'H 0.2120 ACRE Z I ' I ZONING: R- SIDENTIAL I I I D.B. 4369 PG. 1 9 j r I I 056A-04-0 - 0200 I' BEASLEY,ALBA OR PAMELA B J I I 02120 ACRES I "ZONING: R-6 RESID NTIAL I D.B. 2275 PG. 096 I � IJ 056A2-0, 0-00100 MACLE , GERARD E \ OR AMY \ 0.2710 ACR S ZONING: R- RESIDENTIAL `. / KKW Table 6: Sump Inlet Design Table INLET STATION OUTLET WATER SURFACEELEV L. Do Q. ZW Stu Hi. JUNCTIONLOSS FINAL H INLET' WATER SURFACEELEV. RIM ELEV Vo Hu QIN Vry Qi*Vi Vi-/2g IL ANGLE Hv 1Ir �1.31­1, .511t 666.49 45.45 15 1.61 0.001 0.03 1.3 0.0 24 1.1 0.9 0993 0.0 0.00 0 0 0.01 N/A 0.01 0.03 666.52 672.91 666.83 28.03 15 1.10 0.000 0.01 0.9 0.0 26 1 0.001 0 0 0.00 NA 0.00 0.01 666.84 673.79 658.00 63.88 15 4.34 0.005 0.29 1 3.5 0.0 22 3.0 2.4 7.24 0.1 0.03 0 0 0.08 NA 0.04 0.33 1 658.33 664.85 659.64 119.66 15 2.98 0.002 0.25 2.4 0.0 28 1.6 3.5 5.55 0.2 0.06 0 0 0.09 NA 0.04 0.30 659.94 671.62 666.49 125.99 15 1 1.30 0.000 0.05 1.1 0.0 28B 1 0.00 0 0 0.00 NA 0.00 0.05 666.54 673.78 659.50 31.22 15 0.50 0.000 0.00 0.4 0.0 18 0.00 0 0 0.00 NA 0.00 0.00 659.50 665.72 657.25 95.63 18 7.77 0.005 0.52 4.4 0.1 16 4.3 8.4 36.35 1.1 0.38 0 0 0.46 N/A 0.23 0.75 658.00 663.94 658.00 81.57 15 3.09 0.002 0.19 2.5 0.0 20 0.00 0 0 0.02 NA 0.01 0.20 658.20 66225 656.66 95.80 15 1.55 0.001 0.05 1.3 1 0.0 12 0.00 0 0 0.01 NA 0.00 0.06 656.72 660.43 654.69 22.55 18 10.61 0.010 0.23 6.0 0.1 2 10.6 6.0 63.68 0.6 0.20 0 0 0.34 N/A 0.17 0.40 655.09 658.29 655.09 21.46 18 10.61 0.010 0.22 6.0 0.1 4 7.8 5.1 39.54 0.4 0.14 0 0 028 N/A 0. W 0.38 655.46 662.50 655.46 157.37 15 3.15 0.002 0.37 2.6 0.0 6 3.2 2.6 8.089 0.1 0.04 0 0 0.06 N/A 0.03 0.41 655.87 669.22 656.29 50.30 15 3.15 0.002 1 0.12 2.6 0.0 8 1.5 3.4 5.244 02 0.06 0 0 0.09 1 N/A 0.04 0.16 656.45 665.70 658.81 25.70 15 1.66 0.001 0.02 1.4 0.0 10 0.8 0.6 0.496 0.0 0.00 0 0 0.01 NA 0.00 0.02 658.83 665.19 659.06 29.93 1 15 0.78 0.000 0.00 0.6 0.0 14 0.001 0 1 0 0.00 NA 0.00 0.01 1 659.07 665.20 YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH"` (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SIZE RIM ELEVATION YD-6 YARD INLET N/A 24" 674.33 YD-5 12 57.50 0.82% 669.00 668.50 HDPE YD-4 YARD INLET N/A 24" 673.66 YD-3 12 50.42 0.88% 668.40 667.92 HDPE YD-2 YARD INLET N/A 24" 673.00 YD-1 12 75.30 2.30% 667.82 666.00 HDPE YD-1A 'YARD INLET N/A 24" 671.90 YD-1B 12 15.02 2.16% 665.90 665.49 HDPE YD-12 YARD INLET N/A 24" 664.00 YD-11 12 28.00 0.50% 661.36 661.20 HDPE YD-10 YARD INLET N/A 24" 665.11 YD-9 12 31.09 0.50% 661.10 660.92 HDPE YD-8 YARD IN LET N/A 24" 665.91 YD-7 12 75.61 0.50% 660.82 660.42 HDPE YD-7A YARD INLET N/A 24" 666.09 YD-713 12 14.72 0.50% 660.32 660.23 HDPE YD-14 YARD INLET N/A 24" 669.25 YD-13 12 1 67.71 4.30% 664.00 660.92 HDPE YD-18 YARD INLET N/A 24" 663.63 YD-17 12 47.26 5.76% 658.00 655.05 HDPE YD-16 I IYARD INLET N/A 24" 659.05 YD-15 1 12 40.18 2.15% 1 654.95 654.04 1 HDPE INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (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 1= CL @ .U.i O � � N � Q _ •B o > 3 m s o 0 °J 16 U @ o U v @ o a 0 ID a E O -co 0 U O 7 m !]. w 30 Q. E C a > I_ tj ¢ U U o o C7 rn U)(- �, x left 0.17 1 0.8610.1461 0.00 0.58 0.0010 0.0200 2.0 0.0833 4.1650 8.40 right 0.10 0.86 0.086 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.88 12 3C 6.0 combined flow 0.9 0.12 0.264 1 6.05 Maximum allowable spread=15' left 1 0.13 1 0.76 10.0991 0.40 1 0.00 0.40 0.0010 0.0200 2.0 0.0833 4.1650 7.25 right 1 0.48 1 0.76 10.3651 1.46 1 0.00 1.46 0.0010 0.0200 2.0 0.0833 4.1650 11.83 20 3C 1 6.0 combined flow 1.9 0.19 0.418 9.59 Maximum allowable spread=15' left 1 0.18 1 0.72 10.1301 0.52 1 0.00 0.52 0.0010 0.0200 2.0 0.0833 4.1650 8.03 right 0.09 0.72 0.065 0.26 0.00 0.26 0.0010 0.0200 2.0 0.0833 4.1650 6.19 28B 3C 8.0 combined flow 0.8 0.09 0.207 4.74 Maximum allowable spread=7' Table 6: Sump Inlet Design Table 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 iK o a K ui N R m U Q O V o s Q ID N N 0 U O N C a, cCL °� 'o U 0 o 2 9 f- O @ @ C Z` U aJ @ m D) a N `m c O p` rn ur y E n0 > C C) U left 0.17 0.86 0.146 0.95 0.00 0.95 0.0010 0.0200 1 2.0 0.0833 1 4.1650 10.08 right 0.10 10.86 10.086 1 0.56 0.00 0.56 0.0010 0.0900 1 2.0 0.0833 1 4.1650 8.26 12 3C 6.0 combined flow 1.5 0.17 1 0.365 8.36 Maximum allowable spread=15' left 1 0.13 10.76 10.0991 0.64 1 0.00 0.64 0.0010 0.0200 2.0 0.0833 4.1650 8.70 right 1 0.48 10.76 10.3651 2.37 1 0.00 2.37 0.0010 0.0200 2.0 0.0833 4.1650 14.20 20 3C 6.0 corbined flow 3.0 0.27 0.578 13.25 Maximum allowable spread=15' left 0.1E F0.72 10.1301 0.84 0.00 0.84 0.0010 FO.0200 2.0 0.0833 4.1650 9.63 right 0.09 10.72 10.0651 0.42 1 0.00 0.42 0.0010 1 0.0200 2.0 0.0833 4.1650 7.43 28B 3C 1 8.0 combined flow 1.3 0.13 0.286 F 6.55 Maximum allowable spread=7' Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (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 ;? q _0 9Q a, o - N X0WQ W _ OO o 05(D 0) 0 > O O C O 9 N 'a U > O ` 1 c 15 - � + c m cu F o oa 3 o rn x Q o (n 6 a 0 d > J Q U U Ci a 0 U (n � � U7 F- W co (n (n J J W 0 O 0 2t 10 3B 8.0 0.17 0.79 0.134 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0830 4.1500 4.30 0.93 3.5120 0.1463 1 0.1561 6.22 1.29 1.00 0.54 0.00 Maximum allowable spread=15' 14 3B 8.0 0.13 0.90 0.117 0.47 0.00 0.47 0.0336 0.0200 2.0 0.0830 4.1500 4.00 0.95 3.5120 0.1463 0.1590 6.00 1.33 1.00 0.47 0.00 Maximum allowable spread=14' 18 3B 8.0 0.09 0.83 0.075 0.30 0.00 0.30 0.0346 0.0200 2.0 0.0830 4.1500 3.36 0.98 3.5120 0.1463 0.1634 4.93 1.62 1.00 0.30 0.00 Maximum allowable spread=14' 22 3B 12.0 0.30 0.72 0.216 0.86 0.00 0.86 0.0335 0.0200 2.0 0.0830 4.1500 5.03 0.88 3.5120 0.1463 0.1488 8.08 1.49 1.00 0.86 0.00 Maximum allowable spread=14' 26 3B 1 4.0 0.23 1 0.72 1 0.166 0.66 1 0.00 0.66 0.0209 0.0200 1 2.0 1 0.0830 1 4.1500 1 4.98 1.00 3.5120 0.1463 0.1663 5.86 0.68 1.00 0.66 0.00 Maximum allowable spread=14' 28 3B 12.0 0.03 0.70 0.021 0.08 0.00 0.08 0.0626 0.0200 2.0 0.0830 4.1500 1.87 0.95 3.5120 0.1463 0.1590 3.52 3.41 1.00 0.08 0.00 Maximum allowable spread=7' l" lt� Cps SCOTT R. LINS'Z Lic. No. 035791,1• 015/07/21 �SSIONAL E�G� U) 0 N UJLL LL 2: E m m (n F- -o Z � N O � � O_ O_ 'U'n^ U) U)V/ HI H w 2: 2:C)m In Z) � 0 u7 (n Z Z H Q Q Z Z LU N N I- Ln h Q ,-+ o N rn 0 0 r Table 7: Grade Inlet Design Table N N W INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Q Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Ld Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 42 W CL � m _ W U U U C N 0 Off-' '.O O (V N L9 L a to cn 9 � W_ U ar C:0 m Q or m o > 3 or vi c0i is X 3 o U > o J Y r= ar v 0 o c o U = U o J 0 I- i o c = co .0 3 i co To o o c ar � x a� L c O ca x o7 5 tT 0 3 0 o m c O � 0 - � U or �° °' - � � � � u �� ` � � � U � E m 0- p > ¢ U Q U C3 s O O (� (� (� F W0 N (0 (� J J W C1 C7 U o 2 10 3B 8.0 0.17 0.79 0.134 0.87 0.00 0.87 0.0300 0.0200 2.0 1 0.0830 4.1500 5.16 0.88 3.5120 0.1463 0.1488 7.85 1.02 1.00 0.87 0.00 Maximum allowable spread=15' U 14 3B 8.0 0.13 0.90 0.117 0.76 0.00 0.76 0.0336 0.0200 2.0 0.0830 4.1500 4.79 0.89 3.5120 0.1463 0.1502 7.62 1.05 1.00 0.76 0.00 Maximum allowable spread=7' 18 3B 8.0 0.09 0.83 0.075 0.49 0.00 0.49 0.0346 0.0200 2.0 0.0830 4.1500 4.03 0.95 3.5120 0.1463 0.1590 6.15 1.30 1.00 0.49 0.00 Maximum allowable spread=14' 22 3B 12.0 0.30 0.72 0.216 1.40 0.00 1.40 0.0335 0.0200 2.0 0.0830 4.1500 6.04 0.81 3.5120 0.1463 0.1385 10.33 1.16 1.00 1.40 0.00 Maximum allowable spread=14' W 26 3B 4.0 0.23 0.72 0.166 1.08 0.00 1.08 0.0209 0.0200 2.0 0.0830 4.1500 5.97 0.99 3.5120 0.1463 0.1649 7.23 0.55 1.00 1.08 0.60 Maximum allowable spread=14' 28 3B 1 12.0 1 0.03 0.70 0.021 0.14 0.00 1 0.14 1 0.0626 1 0.0200 2.0 0.0830 4.1500 1 2.24 1 0.88 1 3.5120 0.1463 0.1488 1 4.49 1 2.67 1 1.00 1 0.14 0.00 1 M axim um allowable spread=7' PIPE DESIGN U) n = 0.013 Rpe Hydrology Pipe W z W V N > U o V y _ U) W > o V@. Y = O @ E! C Q E O N Y W Ld (5 U LL > LL tY mi WN Rpe run: STR-14 - OUT y rN 14 10 0.13 0.90 0.117 0.117 5.00 6.67 0.78 0.78 658.26 658.06 29.9 0.013 0.0067 15 5.28 3.01 0.17 L.L.. 10 8 0.17 0.79 0.134 0.251 5.17 6.61 0.89 1.66 657.96 657.81 25.7 0.013 0.0058 15 4.94 3.58 0.12 8 6 0.00 0.30 0.000 0.484 5.47 6.52 0.00 3.15 655.56 655.29 50.3 0.013 0.0054 15 4.73 4.11 0.20 f< 6 4 0.00 0.90 0.000 0.484 5.68 6.45 0.00 3.15 655.19 654.38 157.4 0.013 0.0051 15 4.63 4.05 0.65 V 4 2 0.00 0.90 0.000 1.695 6.32 6.26 0.00 10.61 654.29 653.75 21.5 0.013 0.0252 18 16.66 9.93 0.04 0 O 2 OUT 0.00 0.90 0.000 1.695 6.36 6.25 0.00 10.61 653.65 653.10 22.6 0.013 0.0244 18 16.41 9.84 0.04 N Rpe run: STR-1 2 - STR 8 12 1 8 0.27 0.86 0.232 1 0.232 5.00 6.67 1.55 1.55 656.16 655.66 95.8 0.013 0.0052 15 4.67 3.39 0.47 Rpe run: STR-20 - STR 4 W 1H V) Q Q z � � v W Q u) v W ^r z 1� V/ LLJ r ry 0 W 00 LL Q Z Q Q 0 0 Mcl� W z W J 20 16 0.61 1 0.76 0.464 0.464 5.00 6.67 3.09 3.09 657.12 656.69 1 81.6 0.013 1 0.0053 1 15 1 4.69 4.08 0.33 16 4 0.00 0.90 0.000 1.212 5.81 6.41 0.00 7.77 656.59 656.05 95.6 0.013 0.0056 18 7.89 5.09 0.31 6 Fipe run: STR 18 - STR 16 w O w 18 16 0.09 0.83 0.075 0.075 5.00 6.67 0.50 0.50 659.00 658.50 31.2 0.013 0.0160 15 8.17 3.58 0.15 a M Rpe run: STR-28B - STR 16 JOB NO. 28B 28 0.27 0.72 0.194 0.194 5.00 6.67 1.30 1.30 667.08 665.49 126.0 0.013 0.0126 15 7.26 4.42 0.48 112066 28 22 0.03 0.70 0.021 0.458 5.48 6.52 0.14 2.98 665.39 658.64 119.7 0.013 0.0564 15 15.34 9.52 0.21 . 22 16 0.30 0.72 0.216 0.674 5.68 6.45 1.39 4.34 658.54 656.69 63.9 0.013 0.0290 15 10.99 8.37 0.13 ` SCALE 11 r STR 2 Rpe run: 6 - STR 28 _ O 1 26 24 0.23 0.72 0.166 0.166 5.00 6.67 1.10 1.10 667.17 665.83 28.0 0.013 0.0478 15 14.12 6.65 0.07 SHEET NO. 24 28 0.09 0.85 0.077 0.242 5.07 6.64 0.51 1.61 665.73 665.49 45.5 0.013 0.0053 15 4.69 3.45 0.22 1 12 RE VA N z w Z J J 0 U 0 c 0 c 0 U c a� 3 a� L Q x a� a) z) 0 .3 rn c 72 0 c 0 7 L c 0 U 0 v c 0 a� v -o c 0 U L r= 0 U 0 v Q) E 0 a; U L U 0 0 3 0 o_ a T 0 L .n 0 0 v s= 0 41 0 n. c 0 0 O t 3 c v a� U zi -0 0 L a 0 L v 0 c T E c 0 CD z it w w z z w z J J 0 O T a� n. 0 L_ a co U x a� v a� 0 En c 0 E U 0 -o 0 o_ U O Cn 0 c 0 c 0 a a) a) 1. � I . � � � 11 � - I % I . � . : . ,, �,f?,. 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