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SDP200900097 Plan - Approved Final Site Plan and Comps. 2010-09-30
r I GENERAL NOTES: E 1V RE DEVELOPER: CATHCART CONSTRUCTION, LLC 1244 SWAN LAKE DRIVE, SUITE 402 CHARLOTTESVILLE, VA 22902 THE RESERV AT BEL EDE CONTACT: MR. MARSHALL ARMSTRONG 434.872.0281 OWNER: TMP 61-157 BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 APikRT11MENT C014PLEX ENGINEER: COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS, PE 434.293.3719 TAX PARCEL #: 06100-00-00-15700 NOTE: RECENT BOUNDARY LINE ADJUSTMENT RECORDED 2/2/10 AT D.B. 3846 PG. 518 PHASING: SEE SHEET S-4 FOR THE PHASING PLAN TOTAL ACREAGE: 16.144± ac. ZONING: PER ZMA# 07-04 w/ BELVEDERE COD APPROVAL ON JANUARY 5, 2010 (ACCOMPANIED BY APPROVED VARIATION REQUESTS DATED 2-3-2010) PROPOSED USE: MULTI -FAMILY RESIDENTIAL (APARTMENT COMPLEX) DEVELOPMENT DENSITY: UNITS ALLOWED PER APPROVED VARIATIONS TO BELVEDERE CODE OF DEVELOPMENT DATED 1/5/10: BLOCK 2: 168 UNITS - 200 UNITS UNITS PROPOSED: 89 ONE BEDROOM UNITS 161 TWO BEDROOM UNITS 44 THREE BEDROOM UNITS 294 TOTAL UNITS TOTAL 294 DU/ 16.144 AC. = 18.21 DU/AC PROPOSED MAXIMUM ONSITE LOT COVERAGE (IMPERVIOUS COVER): ROADS & PARKING LOTS= 212,431 sf (4.87 ac) SIDEWALKS= 41,185sf (0.95 ac) BUILDINGS= 122,295sf (2.81 ac) TOTAL = 375,911sf (8.63 ac) EXISTING BELVEDERE BOULEVARD & PATH= 75,355sf (1.73 ac) FUTURE COMMERCIAL TO THE NORTH= 60,0005f N.38ac) FUTURE RESIDENTIAL TO THE NORTH= 15, 000sf (0.34ac) PARKING REQUIRED: MULTI -FAMILY UNITS: (1.5 SPACES / ONE BEDROOM UNIT) X 89 (ONE BEDROOM UNITS)= 1.5 X 89 = 134 SPACES (2.0 SPACES / TWO OR MORE BEDROOM UNIT) X 205 (TWO OR MORE BEDROOM UNITS)= 2.0 X 205 = 410 SPACES TOTAL REQUIRED = 134 + 410 = 544 SPACES PARKING PROVIDED: 546 TOTAL SPACES (INCLUDES 14 HANDICAPPED VAN ACCESSIBLE SPACES, 2 HANDICAPPED SPACES & 78 GARAGE SPACES) TOPOGRAPHY/SURVEY: BOUNDARY SURVEY COMPILED FROM BOUNDARY PLATS & SURVEY INFORMATION FROM THE REZONING OF THE PROPERTY. BOUNDARY LINE ADJUSTMENT PREPARED BY LINCOLN SURVEYING AND RECORDED 2/2/10 AT D.B. 3846 PG. 518. TOPOGRAPHY OBTAINED BY WW ASSOCIATES FROM JULY 2009 AND FIELD VERIFIED BY COLLINS ENGINEERING IN OCTOBER 2009. BENCHMARK: EXISTING 24" RCP INVERT ON SWM FACILITY TO THE EAST IS 380.32' (SHOWN ON SHEETS T-1 & E-1). DATUM: ELEVATIONS BASED ON NAD'83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. STREAM BUFFERS: THE 50' AND 100' STREAM SETBACKS ARE SHOWN AND LABELED ON THE PLANS. WATERSHED: UPPER RIVANNA RIVER WATERSHED EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER ON APPROXIMATE 50% OF THE SITE. ACCESS: THE APARTMENT COMPLEXES WILL ACCESS THE PUBLIC ROAD BELVEDERE BOULEVARD VIA PRIVA T r ROADS. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITH THIS DEVELOPMENT. SETBACKS: PER BELVEDERE CODE OF DEVELOPMENT, THE MINIMUM SETBACKS FOR MULTI -FAMILY DEVELOPMENT WITHIN BLOCK 2 ARE AS FOLLOWS: FRONT BUILD -TO FROM STREET: 5' SIDE SETBACK: 51 REAR SETBACK: 10' NOTE: FOR STRUCTURES WITH FRONTAGE ON MORE THAN 1 R. 0. W., THE BUILD -TO LINES SHALL APPLY ONLY TO THE PRIMARY ELEVATION. MASSING & FORM: BUILDING MASSING, FORM AND HEIGHT IS GOVERNED BY THE BELVEDERE CODE OF DEVELOPMENT & SHALL NOT EXCEED 50 VERTICAL FEET. SEE BELOW FOR SPECIFIC BUILDING HEIGHTS. BUILDING 1: 49.8' BUILDING 2: 49.8' BUILDING 3: 49.8' BUILDING 4: 49.8' BUILDING 5: 49.8' BUILDING 6: 49.8' BUILDING 7: 49.8' BUILDING 8: 49.8' BUILDING 9: 49.8' BUILDING 10: 49.9' BUILDING 11: 49.8' BUILDING 12: 29.7 BUILDING 13: 29.7' CLUBHOUSE: 38.0' MINIMUM BUILDING SEPARATION: 30 FEET BETWEEN STRUCTURES, EXCEPT THOSE SHARING A COMMON WALL. OPEN SPACE: PER THE CODE OF DEVELOPMENT AS FOLLOWS • PARK'B' - 5.0 AC. INCLUDES TOWN RUN AND ADJACENT SLOPES. THE BLOCK 2 COMMUNITY CENTER WILL BE ORIENTED TOWARD PARK 'B' AND A PEDESTRIAN FOOTBRIDGE WILL PROVIDE A CONNECTION BETWEEN BLOCKS 1 AND 2. ALSO A STORM WATER MANAGEMENT FACILITY (WET POND) WILL BE LOCATED WITHIN PARK 'B' AND WILL SERVE AS AN AMENITY FOR BOTH BLOCKS 1 AND 2. MAJOR PORTIONS OF THIS WOODED AREA WILL BE PRESERVED, HOWEVER SOME DISTURBANCE WILL BE REQUIRED FOR THE POND, SOME UTILITIES AND MINOR GRADING. PARK 'C' - 1.2 AC. WILL SERVE AS A WOODED BUFFER BETWEEN BLOCK 2 AND THE ADJACENT RIVERCREST COMMUNITY AND WILL BE A PRESERVATION AREA. MAXIMUM EFFORT WILL BE MADE TO PRESERVE EXISTING VEGETATION IN ORDER TO PROVIDE A WOODED BARRIER BETWEEN BLOCK 2 AND THE EXISTING RIVERCREST COMMUNITY. • BLOCK 2 GREEN SPACE - 0.7 AC, INCLUDES THE CENTRAL GREEN AND A GREEN SPACE ADJACENT TO ROUNDABOUT 1. • BLOCK 2 COMMUNITY CENTER - THIS FACILITY WILL SERVE THE RECREATIONAL NEEDS OF RESIDENTS OF BLOCK 2. THE COMMUNITY CENTER WILL FEATURE A CLUBHOUSE FACILITY OF AT LEAST 2,500 SQ F THE CLUBHOUSE WILL FEATURE A SWIMMING POOL (2000 SQ FT MIN.), RESTROOMS, CHANGING ROOM AND MEETING FACILITIES. VILLAGE GREEN - WILL SERVE AS A COMMUNITY GATHERING SPACE AND WILL INCLUDE A CENTRAL MULTIPURPOSE LAWN THAT CAN BE USED FOR ACTIVE RECREATION AS WELL AS LARGE GATHERINGS AND FUNCTIONS. ON THE EDGES WILL BE SMALL, LANDSCAPED PLAZAS. EACH PLAZA WILL INCLUDE THE FOLLOWING AMENITIES: - A MINIMUM OF 4 PERMANENT BENCHES IN EACH PLAZA - EITHER A FOUNTAIN OR WORK OF'PUBLIC ART' SHALL BE PLACED IN EACH PLAZA - EACH PLAZA SHALL BE CONNECTED TO THE OVERALL NETWORK OF SIDEWALKS IN THE COMMUNITY PARKS B & C AND THE BLOCK 2 VILLAGE GREEN ARE LOCATED WITHIN BLOCK 2 PER THE BELVEDERE CODE 01 DEVELOPMENT. CONSERVATION/ PRESERVATION AREA DESIGNATED AROUND THE STORMWATER MANAGEMENT POND. SITE AREAS: IMPERVIOUS AREA: 8.63± ac. (53.5%) RECREATION OPEN SPACE: 0.85± ac. (5.3%) OPEN SPACE: 6.69± ac. (41.4%) CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. NO CEMETERIES WERE FOUND ON THE PROPERTY DURING THE FIELD INVESTIGATION. CRITICAL SLOPES: A CRITICAL SLOPE WAIVER IS BEING PURSUED FOR THE CRITICAL SLOPE IMPACTS PROPOSED HEREIN. TOTAL EXISTING ONSITE: 2.492 AC. NATURAL: 0.580 AC. MAN-MADE: 1.912 AC. PROPOSED IMPACTS: 2.492 AC. = 100% OF CRITICAL SLOPES = 15% OF TOTAL SITE AREA t I NO SIGNAGE IS PROPOSED AT THIS TIME. SITE TRIP GENERATION AND LAND USE ITE CODE 7TH EDITION FOR PROPOSED 294 DWELLING UNITS: LAND USE CODE 220 - APARTMENT: ADT: RATE - 1976 VPD (988 VPD ENTER/988 VPD EXIT) AM PEAK: RATE - 150 VPH (30 VPH ENTER/120 VPH EXIT) PM PEAK: RATE- 182 VPH (118 VPH ENTER/64 VPH EXIT) CERTIFICATE OF OCCUPANCY NOTES: A CERTIFICATE OF OCCUPANCY SHALL NOT BE GIVEN UNTIL THE VARIABLE WIDTH SIDEWALK EASEMENT SHOWN ON SHEET S -z IS DEDICATED TO THE PUBLIC FOR ITS MAINTENANCE. THIS EASEMENT IS FOR THE MULTI -USE PATH THAT MEANDERS INTO THIS DEVELOPMENT AT THE MAIN ENTRANCE INTO THE SITE. FINAL SITE PLAN SDP -2009-00097 RIO MAGISTERIAL ISTRICT Al RFMAPI F rnl INTY \/TPCnTNTA �o P� 0 0 �O� �O THIS PROJECT 0 v SUBUN�� DIVISION X0,90 VICINITY MAP SCALE: 1 = 1000 BEFORE A CERTIFICATE OF OCCUPANCY IS GIVEN FOR THIS DEVELOPMENT, THE PUBLIC DRAINAGE EASEMENTS MUST BE RECORDED WITH THE APPROPRIATE DEEDS OF EASEMENT. COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULA77ONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. LEGE". =-1 EX/S77NG CULVERT ,,,.... EARTH DITCH CUL VERT DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEAR/NG LlM/TS CURB & GUTTER PROPOSED PAVEMENT $A VDOT STANDARD STOP SIGN EC -3A DITCH - -20 0- - EXISTING CONTOUR DEPTH OF EC -3A DITCH 2O0--- PROPOSED CONTOUR EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION �- TBC DENOTES TOP/BACK OF CURB DEPTH OF EC -2 DITCH T/B DENOTES TOP OF BOX s SHEET INDEX SHEET # SHEET TITLE ISSUE DATE LAST REVISION T-1 COVER SHEET 4/13/10 4/30/10 T-2 ALTA SURVEY 4/13/10 4/30/10 E-1 EXISTING CONDITIONS &BOUNDARY LINE ADJUSTMENT 4/13/10 * -7-YO S-1 SITE PLAN 4/13/10 4/30/10 5-2 UTILITY PLAN 4/13/104/13/10 4/30/10 S-3 GRADING PLAN 4/13/10 S-4 S-5 PHASING PLAN SITE PLAN NOTES & DETAILS 4/13/10 4/30/10 S-6 BUILDING ELEVATIONS & STAIRWAY DETAILS 4/13/10 4/30/10 S-7 BUILDING ELEVATIONS & STAIRWAY DETAILS 4/13/10 4/30/10 S-8 HARDSCAPE & AMENITIES 4/13/10 4/30/10 S-9 IRRIGATION PLAN 4/13/10 4/30/10 S-10 ACCESSIBLE ROUTE 4/13/10 4/30/10 S-11 NOTES & DETAILS 4/13/10 4/30/10 R-1 ROAD PLAN & PROFILE 4/13/10 O R-2 ROAD PLAN & PROFILE 4/13/10 O DP -1 DRAINAGE PLAN 4/13/10 DP -2 DRAINAGE PROFILES 4/13/10 DP -3 DRAINAGE PROFILES 4/13/10 SHEET LAYOUT SCALE: ill = 60' SHEET INDEX SHEET # SHEET TITLE ISSUE DATE LAST REVISION DP -4 DRAINAGE CALCULATIONS 4/13/10 H DP -5 DRAINAGE CALCULATIONS 4/13/10 DP -6 SANITARY SEWER & WATER LINE PROFILES 4/13/10 * -7-YO DP -7 ROOF DRAIN 4/13/10 Z SWM -1 WATER QUALITY & DETENTION PLAN /CALCULATIONS (PRE -DEVELOPMENT) 4/13/10 g SWM -2 WATER QUALITY & DETENTION PLAN /CALCULATIONS (POST -DEVELOPMENT 4/13/10 SWM -3 CHANNEL ADEQUACY PLAN 4/13/10 LL -1 LANDSCAPING- COMPLETE PLAN FOR CONSTRUCTION 4/13/10 LL -2 LANDSCAPING- PLANTS TO BE BONDED 4/13/10 con LL -3 LANDSCAPING PLAN (STREET TREES) 4/13/10 }OV LL -4 LANDSCAPING PLAN (FOUNDATION PLANTINGS) 4/13/10 LL -5 LANDSCAPING PLAN (GROUND COVER) 4/13/10 LL -6 LANDSCAPING NOTES & DETAILS 4/13/10 Lu LL -7 LIGHTING PLAN 4/13/10 O LL -8 LIGHTING DETAILS 4/13/10 O APPROVALS DATE DEPARTMENT OF COMMUNITY VELOPMENT N PLANNER/ ZONIN Z,k_. 6 .fit ENGINEER H INSPECTIONS 3G � ARB LONG RANGE PLANNING DEPARTMENT OF FIRE RESCUE * -7-YO ALBEMARLE COUNTY SERVICE THORITY b cn VIRGINIA DEPARTMENT OF TRANSPORTATION Z oFl� SC4T R. COLLINS�Z No. 35791 ow� �SIONAL E�0` z O nom. U w 0 z O w ce U) Z� 00 m U) H W ce a+ C) U, ` o M o � 0 N H F_ � _ N a � ,� b cn Z z f g o a¢ V con }OV Lu > > > O O O z J z O oc L O ,.. a t`n � a N_ z w w w (n fn 0� .4 aj .4 w a+ C) U, ` o M o � z L9 5z (7*N 13. W M � M N J Octry "t Z W11-4 LL O x W N _I z > N �cc G 0 U z Cj Luuj; ; F-' W O W Lu i x Lu > J QC O w U w W Cj W _ Z CO O J� a w w , w w W w to 0 O W z O` 00 W J O w x a �n JOB NO. ' 092031 SCALE AS SHOWN SHEET NO. T-1 0 N o v � _ N a � ,� b cn Z 0 z L9 5z (7*N 13. W M � M N J Octry "t Z W11-4 LL O x W N _I z > N �cc G 0 U z Cj Luuj; ; F-' W O W Lu i x Lu > J QC O w U w W Cj W _ Z CO O J� a w w , w w W w to 0 O W z O` 00 W J O w x a �n JOB NO. ' 092031 SCALE AS SHOWN SHEET NO. T-1 �'"ij, P j�� SCOTCOLLINSZ t -_4N791 ,- � ID �s`SIONAL VA P1 z O E 0 U to w 0 z O 2 to 2 W iI --- ------ . I' I Ill �P-".,,...,.w.. .. .WAS n WATIrR HALVE STa+ Y . 4S�RINKLE6��3 /'' t f ,' ' 4y"j{jj UJIwI -� t i u ._ ,. x o •= s,ct t. � f *a " I E g o o M TAX MAPS PARCEL 1&7 -is tNED: a~ ` vv) ao z z ,.4 gH/ (I . I .. . . I .. I . I 1. o (A o 0 0 PER THE AL.B MARLE COUNTY OODE f NO REST'RIOTIONS � , ; A . P EXIST WITHIN THE NMD ZONE FOR BUILDING SETBACK'S. ......... • .%\• z Z a U BUILDING I�lEIGHT� AND FLOOR SPADE A#�El�tt - - �►' o � cn a a "" w z W w �.4 +1 861 yet YV W N 4 � TI,IfS PROPERTY LIES IN ANSA QESIGIVAI'ED AS : ,' ZC�IVI* X (AREAS, DET,ERMINI D TO SE OUTSIDE THE _\ � ON : �I.?� ANNUAL CHANE. FL44DEt.AtHf AS SAWN ON I t iA I L u+�M I � 2 uAPS 8Y TI~I I= T ' ce E�ErvAf. EMERGENCY MANAGEMENT . r x x { • � ' ,zo jo BH i �.." - 1 AGE'lVCY, DATED:FEBRUARY d, 2t3Qfi G}MA�ItNtT'Y Av gM . PANEL NO. 810006 0279 D r ' 'e ,,,.�---� NOTE, THE E.QCATtfy�d. OF EXISTING UNDERGROUND �` �11 ' 21 UTILITIES ! SNC?V�fN IN AN APPROXIMATE WAY ONLY. t -r �, UTILITIES i#Rtr LOCATED UTILITY COMPANY fir. �. --''"` LOCATIONS, CITY' AND COUNTY UTILITY MAPS. AND -,,.. ';;.'`� ,4-T 1 SH ,r 00, FILI VEiiPICAT[C?N, . i'i�E' Cfi3NTRACTtJR SH>�tt,.t'"...:.. --- `'c.�-� S� ,.-��"'+' •. - pETERt+ II+tE fiHl� EXACT L04ATIUN At,.l. E t. TING t �' M 6k UTILITIES QEPORE COMME1VONG WORK. HE AGREES I �'1, ' . I I rl TO BE I-UI,LT REWFUNSIBLE FOR ANY AND ALL ! / r- . s DAMAGES► WHICH MIGHT Be OCCASIONED BY HIS , . I k �T'� -� A ALL UNDERGROUND FAILURE TO EXACTLY UTILITIES.ATE D PI�ESERIE ANY �-�; TMP 61-164 / .�a.,„ -"- %"% rrrr,r- �i ftyojz, W Ir.04 toolo, ' t 33r ■ ; 7 / . / , 1j � I 'fl I tri A Ela f / 11 / , J , lI - f I f� , ./ lI 4 r �.,, I ,` 1%. / s �� ItGRAPHIC SCALE 40 D 20 40 so 160 '""""ii"`i`ii`y , I . �W� ��� �s 161.1114t 6 ? t r ( IN FEET ) ��I %%%r , 1 inch = 40 ft. E !$ If I i I f I %V �� . .r %.a \\ . 1 E PARCEL. 3 (I{ / - i r .� P . . 1. ,/1. t k tt 1 I 1 1 i� / \ - • 5H J 4{ Ni I STANp PIPE K ! / , ■ � a i / \\\1111 400.169 ' 4' . ..i... .. tar a a... r� ' S��+��,. .��ay " raw. .a... � w..,rt _ ,,... •..s a.ar+a.r a s ..s..n.. ► iY .a+s..i.: 'a . a rrr � . I IS IS N6 I 10.01 , 1. � + BH b-0--""`.*, l + -JMENT ,)` SEDSASS t. � � ap L; .RAP 1; LF PARCEL" Y" IF S76`07, 416*19 I ; amo THtt+tP 81-168A MILIP E; BROWN of, a BARBARA I BROWN D.$,.3411 P. 6-8 PLAT M -B. 3411 P. I �1 1S �� LARTHEI is 'Jc . D0. /'� ,, ., . \1.1.\, I, 1 i•. SSSS , ;.F ; -. - 0y,,... - - .. _ - �,r"► . L - / a, �# ii, - oar' �6 '' L -0 . . r . ,+ , . . . . - ,ll . I . I . I \/ .,'" rte epi I V / 11 . -. K; k STAND PIPE _ . �x V. fa r. . .. r TMP -�...r...� P# .�► �8 8 r,•..,:r �-`"`-...w a�:. x:69 _ . ., .... 00 `+.. - . .. ,,, - - - - M.....,rM.rt. w. SSSS. - :. . - .... - - , .✓ _ 1 +-, . . �------w . - : "tar ,,.:. - . , �4:4mww . _ V..M ..� A , ,.. _ . ' . �,�.... . -. . •,... *�- *� . �..� -�. . ... . .e G -..--.,. .�'''' - ,SSSS-.*'t�.�....r„ ,,...i„ _ . ..,." 1 .�.. �.- 1.... ,..(....r.� .. .. e Q �, ,.+. I.- > .,,, r ... '""�' sin... - _ .. _ ... - - :. ... •✓ _ , - : - . - .: ...w - w! vent0-00 t.► . Yf. - . : r"trr,...., :,dF r�RF - .r4 err _ . : . '�f-* r . # �",.. .. T ,.. .: P, _ IE A + , ...,+ - - I I LIN . .1 . L I . . � 40,r � .. 1 . 1.�iI . -- . . .+ .1 - QM H3 t ,� t ,L PE _ , VEY1 MI . O N- � I I I . .. ''... - . I ,.. - I 64 T BS _ (! I ASE 0._... IST _ t QN T t 38ti t -4 i- MIN I . .✓ t i r LK- 1 : _ Q .. . J .. trip , r #. OT Lo` : r. k _�R L;4 t, T �3T T11 sff41'H. 1 IY , . . . . I . ./ .. . . I I . - \ .t 1.4 -_ . I . \1 k,�T:�� - i I �f 2 I k � ..\ 'I,## . t T . # j REFERENCES - .- �+ Ti } LE RE � � R - '. _ � 7- .:HUD Survey IRStruCfit�rts and Department of Housing � OW Approval No. 2502-0010 SSSS .. .. ; _ . � A.. �s.+�. �3 - . � ... �'•�'} fM� TMP +� Surveyor s Report # AlVaf 3t:.+R r -E �;`��� ��R TltflP ��. �� f r and Urban Developtrrent Surveyor's Report texD. osr)orzot r) Continuation Brutal BRCj •'�,T^r• ` Orrice of Housing .. e Report u_5- Department of Housing and Urban usuirtoprtre { - � ���"'�` •�� �T �E��E���� ���! y LEGAL DESCRIPTION FOR NEQr TA% t4AP 61 PARCEL 157 iTMB 61-1s�) : for insured Multifamily Prt�}ects Federal Housing Commissioner - nt Surveyor's Repoli office a Housing I Continuation Sheet y ff� (� +� / 1, Rights of way old higftways or abandoned roads, lames or drive Federal Housing Commiss,ener IiJ�r 43Q�� f � P. �� - - COMMENCING AT THE ppISIT OF BEGINNING, AN IRON SET ON THE EASTERN NuhM1c reporting buroen For this collection or information is estimated to average 0-5 hour per rrsspanse, including the tune for vlrayS, dreings �L MARGIN OF BELVEDERE BOULEVARD RIGHT OF W r searchin exrstai data sources, rivie .V ,nau, otion.. sewer or water pipes oyer and across said pr@m15eS: Premises iS 1 st on attached surrey). There is a silt fence indica evious bW n g v gaftseringandrtiairttainingmedataneedett,ardewJ+pte6ngandreviewingthecOtteeUonoftntamation,TTsitagencymdY bngpr not recent, radia / }y *//jj Subject to a n ntetions: Submit a completed. signed Surveyor's R rt with all surer grading err, a it L14,) - LO AND A CORNER WITH NEW TF_. not coated this m(tumation, and you are not repaired to complete thus bms, unless a des temporary aCCe55 7patt aCf�S Ute southwest portion Of the " ata !at submissions 14AP 63. PAP.CEL 258 (TMP 61-158); THE[JCE AiANG SAID RIGHT OF HP_Y ON It �y playa a currenXy valid OMB r.Jr+frd numbs,. property. There are two Sec the Sun-eyur's Insttucti0ns for requiredy PrP b issi0ns_ Wrxk located OR the StXJC7erft portion O( the prOpertY. This irtbrmation is necessary to secures rnarketaDle title and tine inwmnce for grayer entrances from BeltledKE BOtlleyard onto the O e - Th mapiplai 6ubinisstOt[s. CURVE HAVING A RADIUS OF 967.50 FEET, AN ARC LENGTH OF 15-40 FEET, F . under the FNA multifamily programs- Ttas inrormaii(m assists in maidng (litems cope ftrPr seu� �P(oFd m°ttgage'ncurance furnished - pt p try see is a storm drain line - tucut,tr •r[tncnt on • v r:� raQa*r4rg pr s entering the south, comer of (hc i� ref td :mU utbcnvtsc known condtuans on the v TANGENT oPe'tY a«npcanrs vntA apptirztxe program property. Originating at said Storm drain line Sur e)ors Kcp vt. 7. Building or possession C ANGENI LENGTH OF 7.70 FEET, A CHORD LENGTH OF 15.40 FEET, A CHORD a ttg p0 ton nes. (fn case of city or town pr specify definitely 10-13 0 /j am �- q �rtY P fy toy as iris. � �� � j�: �� � I�iL. AT _ 3EA,? ING OF T? regulations, e.g., nose penaining to Good hazard amt in reactung urWenvrittng determinations r(tgardirg tx(Jperty wdabinty and worth for the intended 24" RCP (reinforced COrlCrel@ OATH 7° n' 1 5 _ 00 " EAST ANDA DELTA OF 0 °54 ' 44 " TOA BENT IRON u�-'"s x,brrnaton +s mandatory. HUD does not assure confideniiaaty and there are no ssNfsiuve quesfians _ t� Pipe). as well as a 38" HDPE (high density polyethylene ! (xrtify that. nn taatel -03/ la/zolD to whether or not walls are independent watts or pa walls and as to 11 Pi-) to its east. serve a storm water detention ^^^a .label " , 1 made a : v , a� FOUND; THENCE NORTH 18°23'24" EAST. A DISTANCE OF 98.34 ed _ FEET TO A NAIL This survey is l0 be used in a loan transaction hx which the U.S. Der-'- - of Housine and Urivet v � � - - � Pond ... On attach nY a ver e} (t the premiss standhta i n the nanx OI CaS@meats of support or "Beam Rights, fi case t)t country property report Po DIF 4� : SET; THENCE SOUTH 71'39' 26" PAST, A DISTANCE OF 14 . S3 PEST TO AN a Dr eAJpment (HLiDI is h1 msutC a survey)- Leawig FOUND THENCE NORTH 18°21 •35" EAST, A DTSTAI`10E OF 64 _ SO tlCPOTJ b mulutamily project mongat e. said pond IS a 3W CMP (corrugated metal pipe). To the southeast Of Thi Reserve at eelvcdere, ,S,c specifically how boundary lines are evigt:nced, that: is, whether by lentis or (� �y�! t / ( said pond is arta- Porro �•�► �E P• ��� Y �3'�RV (:EI\LLEP 1 . #WSHOWN sterile wftidr is ordered by a 24' CMP. There are numerous -eserve _ .. ----_- PEE r THENCE .. _.. -CONTI o • E CONTINUING NORTH 2 ! � •. - `. U of � .._ _.._-_.. .................._ _ - - swales and check darns alorV the southern and eastern tws ditches, SSSS...... 8 2i 35 EAST, A DISTANCE OF IS.SQ 50 F5):i TO AN IRON Ls oti6 well mclttde. Special protect !<calnree: the at The property corners of subloci Premises are delineated by round or set .` RR •� J� Premises is served b a sa - Properly. Situated at (city. c(mnly. state): alheniarle co ,ncy, virginia !ron pins, magrielic nails. stones and Pipes as designated on the sure at D.S. ' 96 P. PLAT 4r'P F .•s �v� SE'!': THEI3CE NORTH 71°35' 06" YiEST, A DISTANCE OF 14, 57 FEET TO A BENT .,t(; Land title recordation fall cases). I .T Care lzxiNty, SRON FOUND; THENCE NORTH 18022' 21" Site "rading lan preparation 'item I helow - COTRef O(the (3roperty. $eyy ane D�i•� {� abng the western margin and southwest -._-'--------. _. .. fiiq y •, -P, _ - EAST, A DISTANCE OF 385.18 PERT; . . - 0 P P P' t ). i-, Cotrdo/Air-nghrs,and/or @te(Xopert Via both-..__.____�........ ----_... ..---. THE I� Pint plan design/redesign (item 2 Ie10w). � j Other: (Specify) r:Jtth and SOtrlff ffi well as etrrterfrlg from Y adjacent properties to the kn(»vu as urccl numt+ers - edits Boulevard $• corrstrtictio4r andlor any changes in Street tines either /'s� �j (noael eelw ---._SSSS-._.__._. CONTINUING NORTH 18022' 21" EAST, A DISTANCE OF 38.73 FEET 7 . A - evidence of property across B8lvedere Boulevard, There is - " ---_-- - - _ 1iI8'c �T6I�.I� 1�4 BENT IRON FOUND AT THE REGIa0v1NG OF A CURVE HAVING A RADIUS OF 267.50 vrater 8eMCeelang the Wester m __SSSS.. - SSSS_ _ _ --- - __ _ . COmpletetl 0 proposed d evaNtable f rot Recent street or sidewalk r b an v tom cont Nag jurisdictions: None 13elvedere Bo klers of the Property (running along and shown on fht 0cconi m - ALTA/AcsN LAND Standard.afPertormancr:lnevcryinsWrxethrssrrvcyatfdtnaTt(s) 3. Confit✓Air-riShicfnvolrrd:Thdsurvevnrmust nJvide( v Boulevard) Ir' itnlsurvc•entit[e sn'1,E suRvsy of r ET, AN ARC LENGTH OF 26.98 FEET. A TANG(3NT LENGTH OF 8.49 FEET. A P est rvc• awes ar sprinklers- ) d __.._1.... Ax NAP 61 PARCEL 157 LOCAT8- Olt 30- LENGTH OF requirements -NIA ("SFNA') as defined by the Federal Emergency Management Agency. The property lies NORTH 19 58 30 FAST nNn P � y n DELTA OF 03038 ' i3" TO AN IRON SET AT an "AL"I'A/rlCSM Land Tette Survey" :tad i0 eompfiaruc with the: ttttrrtx 0r, in the absence of sifclt requirements, (xofessionaliv Y� within torte "X" of the Flood Insurance Rate Ma identifted as . � y i7 , -�� Pa � � - - CORNER WITH PARCEL "X" : .. y T,_EN CE LEAVIN r� G SA ID RIGHT OF WAY - A S - OtTTH 7 0 41i 2 3- ntnruut t i n,cL. 5 f t 8 29" Standard Dew Rc ui 'z(xtsl s made , • RAST. I rrmcnu - ! ats(fa Sir@ �dretiU i A DIS y Sind C assiticatiorts f ids. Pn►rg rev rte tetra tis Commit - TANC'R. OF or '� erne. t of said nit Parcel No. rats aid )r . "c I� eK. M P't C(J . � ' Y r� I` 49 Po takes t i e. ,in �7 � 4. dolt - 55 a orated bordering F he buildings FEET TO on I( •• �• AN r x.i I r IRON o run to herx•• SET • TH o � running b's C. . a[ [ ENCSFAST.through he time 510 NORTH ; h me ut 't 006 0279 D in ri 171 . t . n9 m, k m ' s bear an effective F 46'42"4At Shil-in fit!• try � said r 9 UL.h� ve date Of t 4 Land c S, e,,_- ami _urvev, , g February 2005 P res. Strad , ,n(i 4,- wry • A DTSTnNr'R nz• 3a aduprcd by [hc :4merie�rt 4. Flood Hereat tnvulv(:d: Where env Porten o[ fire site is -.object ttlflg � ��� ProP�rh hoe Which leaves the Belvedere , _ 03/10/zolo }'- - ,I �a ,/'�i� 9 - h8 PEST TO A STONE F'Ot1ND AT A CORNER WITH PHILLIP E _ BROWN. eg . ANn Land Tule Asc xiaria,n and ,4merican Congress on SunCtinO and o t Boulevard right of stray is a smelt pond t.tiich is fed ari data SSSS.._ ____.-- -- _ __-. __ , - , b o E Tool hazard. shssw the h00 and tin such tatter ins 1 +(�� �` #, r a4 �y{'� year return Y cfi00- l f� t 0. Site used as ...� �� .� P. ��` �.:���� �!- � �'ItLt~.-i���t�:PT. ��i7:�j - Tl�•�/�t:q BRitHAlt;4 J - BROWT7; THENCE coNTINUTxG soOT3i 74 14 ' 45 ^ tirquenc tlaxi hazar,i a� I by ditch- To the east of this pond -- Pe x nd said etre. , a solid waste dump. sum orsanitary ring fully Within the hotted P c w he •tandins in P,SO4landfill_ There is no visible EAST, A DISTANCE OF mapping_ dared 200: ricvatiDn and tirxxt ryas fix all wry of the ensises is a lar DA, , 3543 P. 226.. ,2,35' PLAT _ _ 62 - 57 FEET TO AN IRON FOUND: : AEMCE SOUTH 76-0711111 EAS Projects plus t1,¢ 500 yYar rehun labeled � larger #m water detention pond : the a , The Reserve et Belvedere, LLC evidence that the SU rP.mtSeS was Used •- - - --. 8. 36 FEET TO AN r • » T, A DISTANCE OF fahic A, Optional Survey Responsibilities :end Sprcifteations, frequency ft., hazard elevation and flood zODe r r care - i � ( � "� � � � �Y and referred t0 in name. t L ..---.._-_. __.-_.,-_ _- blest p as a Solid Waste dump, sump Or sanitary .. : � .. - IRON 0 a e - , item t . - ._.. _SSSS. FOUND r Idulrt # above), .._. _ ... TdEN ire - T ... __ - _E NORT tnS Ort----.11-1-----landfill- . td 75° ) d isandh I. EA - Cd r)Oi r� ST OtU D_ . I�i alt A D a 24" P' ISTAN thcr•a it` ,. i RCP- _._.. .. I ]r�• CE OF L t. ur.l,brotr•t•{.n acts. Y Y elect... �+�� [ }"4� �" •� 3 t _i and 7 tttnn, • l T also b #� �'VI F { 07.94 h 1. except !i r Sithe Im 1 -[x existing aR GP : � i� 4 .•� +� PE ., tams 7h [ project-, w e2rttien i OF , ' 1 ! }� ET b shut etre . it Y d tr#t X�� Af7 TO AN I - F S P 1 s r elrv.I ,n as Well �"f IwE RON SET i u at the -� as a f AT A CO - rP ditch. T RNER rap tri d,TH ti S NEW iM -r . . P 6 - >: Rtl I: 1 1s - is are t • ty 8 T':r Po red b a t n,lc.si n , ._,N anal .c - C- rni 30-C u alo i CE . A: I b. 17 8 ria w � MP V mor. t , L ice, entrances. Io e, r Y ,the he is l +u• LEAVING - lea eta Water Ot p f G CO h bde finisbcd fl( r which t to • � h CORNER St Jo .and , then to ,rm� t Z hasernrn h r nu•h fIO,IVs In L Jtxti r M` ! TH PHILLI t to a ti a t,tlS �; P E _ ria Ute uxuli i7 tf�� b COUNTY }/''�_ { 1� BROWN A ditch utmti 0f,- • 1- r.Q-Vi./klT i',' Crosses the P tc which (list oc• :n t - `maned on [h.. dale of the fast sire i t ..d file lx:LsS Of rt'.SL:arcll Itbpe surf v . ��'h-.. lE�-� , `s � ,��:'(��� ��'�' ���"�'�'��! �,, WN SR- AND BARBARA J _ BROWN AND ALONG etre h,nWin and the vehicular Property Ilrl@ Oi Subject preml8es.. T Pr m • n ` r r E�. L INE OF s Primary �'�t �} AID T-etP 6i -158 SOUTH 11e 51' 18 ^ EAST and U,c fufbwvig rcyuirentems as applicable: 8 a parking area that servscrs tach i _ southeast of pond #t i5 another t t0 the premise, and t further ceRity that sue ° the lc h cttnditipas(s) are shoo n on the Surv, . 1.f.:Glk.. .E �... - .. - - A DISTANCE OF 1D7.07 FEET - P (also referred t0 in item #1 above which is t nap/plat fiat •d March 16. 2010 or h•'s primary building, Take- return fregttcxy ft[ at hazard heirfi s ) fed by a series of dei .•• /have been a xiate Chis and Check f d thereon under Revision Date 03116/20_16 TO PN IROT, SET; THENCE SOUTH 34°58 • 45" WEST, A DISTANCE CF 76.06 FEeT I. Site Graditrg invnlvcd: Comply Lv ith table A. item 5. Cunt(wn � dams to dS ROrUi. Said _ __ BD3 AC3SA �I~�C4EPT. ��>�� �'�1-H:pWN: _----_ _ _ $ fmmtlreapplieahle Fc(IcratPo(xi)dsuranceRatc Map, tVhtJ>: sons Pond is drained by a 24" CMP, the water of which then fl i . Ri�h[s ul way.uld hi••hwa (� TO AN >• a Ti ra oItCb an flows into Y - a} s cx aband(mcd mads tan s �� _RON Ste'; THENCE SOUTH 66°23' S8" HES'!', A DISTANCE OF 66.59 FEET may txx exceed [-!i>.�t vertical irticrvals, ezttpt that 2 -foot and 5- is nrN av - i D P q Oil rttip e, nrdnvewu c a swats. Water trOm said Swale run tin )>, dr,uns. ,ewer or water +nes uver:rr a ' f� ttp3t,f actable- take clic elry att(tns horn available State nr local - S into a Steam which Said (m-�nisrxs- p , ,d ire. �. - Liter lr�t �� 88 P. ��41� - - TO AN IRON SET; THENCE SOUTH 23026 • 4a" WEST, A DISTA[JCE GF 476.96 FEET f<wt vertical intervals may be te_tid ,where the mean site gradient meanO6rS LACK and torch --� equivalent data, or when not aysi-lAbic, work in conjunction will. ��n margin Of subject Premises. T tinuatiOn, TO ep IRON SET; •t"ri3TICE NORTH 6603 3 • 16" NEST, a DISTANCE OF i0 .00 FEET exceed> 5 percent and 10 percem respectively. Where curls arid/ r„v,�s northeast of Ole sorest darns and TO the stiePt S3i P. 4 ;W AGREEMENT (EXCEPT, NOT PiaATTA81rE engineer. tying is the northeastern portion eN the property is a _. 5prrngs.'trrattts- rivers- p(mds nr lake, !Qca[Cd, txxdert i0 , TO AN IRON SET; THeTICE SOUTH 23026' 44 " tfEST, A DIST or gutters exist, show m of curb arul t3ow hoe etcvatiorns. Sediment basin. This basin drains into a ripr ditch aril i i n or running thrtwsh said rc •s ANCE O pap then into a swats which F mtu . F t n . no a>;><T 5. BlatHce! Easement rnvorve:d. SFww 0n tfsr map/plat ilh• k,catiun crosses itle eastern or try' [-. I� /� -i'u AN IRON SET; THENCE SOUTH 04°44'20" EAST, A DISTANCE OF 103.80 FEET margo property. TherelSart crontlntia rKt , `t �+ R`i. .Pr: - _`. Plot Plan th-dt;rilRarTes-igti f([volve[I: Cump)v a irtsTaMe A.ltetrJearthen ('favi on the South side of 3. Cemetenrn' ur fa - �1� gyy.�.t TO AN IRON SET; THENCE SOL^tH 25045'53" WEST, A DISTANCE OF 380.91 FEF.'I' {,, ofanyfacilitytharislocaredaithin ortraversesthepropertyutidrr tfte two lar tie yborym�grounds tix'atedgtt s:.id premises: 18 � ponds. There is also another (temporary) earthen dam which partially �y ��� - •'s�� �• ��� � - - - - � TO AN IROT7 SET; THENCE NORiY. 90°00'00` WEST, A DISTANCE OF 67.C8 FEF,T provisions Ofa blanket e:+scmem. crosses ft eaStetR J Property fire .tear the southeast corner of the su Nett re 4. F_tecmcily. ar c t . Additional Owner Requirements: The (ollua•ino reyuiranents arc nut intended to void ashy other pan of oris i,istnrction. bf premises, _ cam. Jnta •r�CTii�CCN AM, i TO TiDr IRON SET; THENCE NORTH •31050' 39^ WEST, _ -1-1 S , tci signal, tuu•ets, ant:.nna, lines ( ' �a�! �� Pr ���� - - - TO AN IRON SET; THENCE NORTH 15e " =+ D25TANCa OF 397.74 FEET • j 57. 52 FAST, A DZSTAIJ SSSS...... -._SSSS-..... ---._._ ,a, :: - , :. : „ - CE OF 56, 79 FEET _...___. _ .. SSSS...__... SSSS_ -SSSS..._._-----_--..-.-_ _ .._. 3. Cemeteries Or to er(t:mgntg nrcrossing rarer remrsesr, )r hoc , pp( r.s tne,atcd on. �j 2/ [ y} ,{( 4tJ{'�� nn x '}' �y�i_ family burying grounds located on said premises: Ther _ .�. 533 Pt 238 VT T {-XCEPT. f10). NOT. O :A` } TA�F.71.9 7.O !+X IRON SET; THENCE NORTH 53036'00" WEST, A DISTANCE o � ___ _._.-SSSS - . - --_.-__.. . __...- ..--_-____.- . -.-. - ' TO Tit6 POINT OF SECT CE O_ 429-9. FEET - �+ trrri� 63 �f •_NNING. CONTAININ= . _._ .. -._ Qe�(%a- r' • Y:. - > - c _6.134 ACRas- r c --_---- -. -. _ Visible cemeteries or burying grounds located on the subject premises. no >. Disputed cute J . 40R_ OR T•F.S.S - .._-._.------ . .. . .... . . _- cerate family See contintlatigrt P 1 d Fx undanes 0r rncr(tachtnents. (Ti tfie (Jtiitdin .projections Or comic •< r d __--- ._..-..-_--... 4 i N[crwu. fences Or other toot r , ill 1 _.-_.--------- _ Electricity, supports or locatromagnetarJeommunieations signal. L..tn Jn, + f uccupanc} encroach up(JD adjsrinin"r pr �j��j y►! yr y. �+ NOT •�'yr� �{ Owner's Representative f Comact: - 0'r8• 47 P. �4{t)_ Vt>�..! (EXCEPT ���_ 1�� �P��' #. f ffi��>�- "� - coda Pt _ _ t-an.r _ msc... •i r' t rte Jr the t 6 Nd -&Phone Ne, ___-,__ D* lemye 434 296 4168 izt 16 '043. P I u - _ � `hc\ Jf �r+"t ,.et cncn><,ch up(w Dl ? -- . . - ..__... .. - - tarrinwide tPTtthere are not t S L ` v s ble electric or oomedmunicalanrtrlairtne�(xr h f tlnuation re ' `c S • aoc �s .1244 Swan _.-� _ . __-. . P. [E}4ERT,T, - .____ Lake Drove Suite 403 Cbarlottesoille`VA 22902 _ sttt>)eclPremtses, noweVermerear� ^,nl n t. . .. _ a<t AtTASLE- 1 , . ..-., -..-- SSSS.. ---- - --- boxes riser l l t m� u o, buttdtng cOmtnicnon- nr olden addict t c �'f� transformers and tthlt[y the margin Of Belvue Boulevard The property is 8 r n.. nrihin recent mOrNhs: LJs Pi.. �'.P,,'� j �S }�y�• a 1 #� �(' '�• •�''j ( k Sun trot s Report: A current Surveyor s Report (not more than I trade an on the eroumi survey per record Jcscnptiun of the SelVBd b a 1S V serer 1E.if1 F.. R( dj f4lY f�A f ! Ai71rE Y ePco easement n ��tyy .I�+y. �y . �l�•�+y� y {� t� - i , -.-- !20 da YS 0140 must tie included with rhe survey mapis)tplatis) land shown hereon located in (circ or toxo* n r• along the western property gItg (which borders said 7. l,uilding or ussCS.�'tttn t � i•�.v: 6r-s"R. Pr ,"- Y 1- &,T EAC :J� ' i• yj<o rr }. rorcnski/r Belvedere BOUtevard). The P f�tnest t o c [y (h�oa•n rt • > ei v _ - T' OT PL A TTABLE' P F N-1OF submitted to HUD for: project &si •n review, con truction el - - property is served by a gas tine which meanders P"L'Pe } pe I- definitely as to whether ur not walls ;mz ry i.�/ r �-"L P ? b s r J, on(dare), and that uand this(thesc) maP(s) was Iiverelmadr forth across said Prooeriv brie. back and txlcpL nuent watts tx party ,walls and as to all a tsenwnts of support or "Bearn pr• Ntly :,:pun ecificatl fu,w b(nm(• e• m Ktghts." !n case of country e f 1 nntraud(T unrnt>e[s, is utmrrddurnigconarutnwn.upon maccurO:mcewuhthe HLDSLvvevinstnic3ionsandRepon,form P Y fa tines areevilen �+�y a O t ped. that Is. whether by len.es or o�ltcrnv, c): 4�,Eri Int. �620 wYi PT. � Fri prijectcontpietion:andwithil,cmap(s)/piat(s)useda1mkialand HUD -92457, and (he fur:ut AL-rA/ACSM Land 5. bis Iltedb +• f twrWa ' _� P nes or t .�jj serer It I.S. 2- oacftme See c �� is nt5_ h On M ►} Itt a tznua ' ��� V �y�'h fir 1 - buiFdi tlort .PSS � E P"�' e+� . cio..n • ( ret �i �t ec'o beet N 1 � "�•+� A � n9s, tt ns r L� t t /"���yy� 6 TtUcS(L v• P 1 o corn' Q tw r as f tees ti itec•.en s de red in th • : ani, , . u t - trc.ct o - t. N n int r art / . r sid6wal - _ } • S ( < reed r th k s �.y F Dr.•tn.. Rc r(i z ere°f r con, [acetum - '� O st (IS aff1X an rad d/cN a -I - 4 9 (hetet n t, tan"t s o fent n . acct I' c , es or ) inC. f n �.y � - , other indications r c tFtcr c. ,-�4/•� ���'} i �j # /�i��+ +� J� ¢ �t fit, - f t'i ruent, nrrl/Trt/-4CS Lnnr7"t. - � dtcatlortsofoecupantVenefoaeh asatlablefrf i-mpieteLinr r Lsedby�ufd `+!` P. +� •- texeto f r 01, N T 1'4T � � •J d{is v.,. . ��fS �>a• Certification: The sun•ev ma f tat mus. hear the fulluwin • I M 1r7 (• Snrvt;vs dared BOO Upon adjoint ro s or • t o the coutmlGng iurisdicii0n: . 7-�-...- t +� n9 P petite he like encroach upon surveyed premises, specify all >L'� ; r PL f A� �. - S' P P r such): None See continDation sheet F t eernticadon_ To Vie test of Inv knowledge. belief and information. czcept . 9. Flinxt h:tz:xd, „i . - / �,, _ _ 0- . 204 P..111' QIP -SG (E:XDEPT.0101 140 y PLA.TTARr LE N - i 0 3s shown hereon: -rhere are no encroachments either way across t -A v ` (i 'I hereby terrify in the. Ij.$ Dcpartn,em of tlnusing and Ser COrltllRldt]-Oil sheet it 3l I(; 1 Ze>ru Urian Dewhipment (HUD), ; Ba.r-e,). !Sponsor), fLende it , propene lines; title tines and lines of actual p0sscssion are the 1(i. tine uaud as a ti0 - 1 waste �! `-)� - 1 6- Earth moving work, buildin construction, or ht , a..te dump, sump, or sanitary landfill. , j r same; and the premises art fret of any (sutrject to a) 100!500 ,•ear g building additions within ret@RL �- - - - ti i Tree (rccuren•cr L'nder+.•rirrr), iOrJrrrl. and to their successors mOnfhs: Wtlhin (eC2Rt ntonUts, triers tTaS been no earth mov(n Work SE? COntl-rttlatlOR Sf1Pet • 1-.. r ; y ! return fr ueaev 11wil hazard, and such Rood free tfl0cx! uJndi- •�'" and assiens, d,at �j ) g or COnStfUt(iOn Of ,_✓"', _. .> u any type. There is evidence of recent eotechrtical testi fa _-.-----_.------ - --- . _ _-,_ ,. _ . "cr..,s•-•% t.on a shnw•n r>n the Federal Flood Insurance Rate Map, Cunnno- 9 ng (labeled as "BH-tMte ftOfes" Sarre -• --- - yor shame. tprinr o• type) t L+aip(se Numbs. 5gnaw+e i z I i Wiry Panel Na. (iJ none, so srrtrc) " , 11 ff Thosae S. Lincoln ` C 1 iw `7-' (` J 1.1 VA 1326 i y, :,y` form HUD -92457 (D7/�CT�s �terrarnodel project fites\data911r)gt109008401 BELVEDERE ALTA1Belvedere surveyors �t, a• r - - d rt.,n.10-kms .- _._. re.n0r!(1i-dcc -- --'- --- __ 3 N 3 .'H 0( -5 ."•"4 i 4SCn Its: tn � 0 4z O con O z J 5W Itii- �-� V) J Q _Z W x W J Q. 0 U F - z W >- x W I- CL T 0 o oC (-_� Q a V)� W o ,,rte _� i "`i _ z ° WW --WWZ'*N zOa(_nW z aaa1.1 .. Q • C U W ° m� o 3 a ._J° c0 u W o c �:z on O 1i a .0 0 m r Q :-1r E W �5 a- 3 00 9.5 lY Y N R at.i.� Z H W Z5 (� O _ ` z -,`, W c O ° i. e V O O ° �,v W$ ° 0 ti X: o ao >a LU •a, c m« b 0U tt-u- L r n �j,( w-• W ce = m°u n(n 0 s JOB A! NO. v 092031 � �6 O d c SCALE '5 1 "=40' N 7 Oc SHEET IVO. a I W W 94 rF^ (in 0 1 J 94 W Q N W M Q mss' W 4 ,,.,4N MO W , ;r 3 N 3 .'H 0( -5 ."•"4 i 4SCn Its: tn � 0 4z O con O z J 5W Itii- �-� V) J Q _Z W x W J Q. 0 U F - z W >- x W I- CL T 0 o oC (-_� Q a V)� W o ,,rte _� i "`i _ z ° WW --WWZ'*N zOa(_nW z aaa1.1 .. Q • C U W ° m� o 3 a ._J° c0 u W o c �:z on O 1i a .0 0 m r Q :-1r E W �5 a- 3 00 9.5 lY Y N R at.i.� Z H W Z5 (� O _ ` z -,`, W c O ° i. e V O O ° �,v W$ ° 0 ti X: o ao >a LU •a, c m« b 0U tt-u- L r n �j,( w-• W ce = m°u n(n 0 s JOB A! NO. v 092031 � �6 O d c SCALE '5 1 "=40' N 7 Oc SHEET IVO. a I W W 94 rF^ (in 0 1 J 94 W JV-4 W-4 W mss' W 0 MO W 3 N 3 .'H 0( -5 ."•"4 i 4SCn Its: tn � 0 4z O con O z J 5W Itii- �-� V) J Q _Z W x W J Q. 0 U F - z W >- x W I- CL T 0 o oC (-_� Q a V)� W o ,,rte _� i "`i _ z ° WW --WWZ'*N zOa(_nW z aaa1.1 .. Q • C U W ° m� o 3 a ._J° c0 u W o c �:z on O 1i a .0 0 m r Q :-1r E W �5 a- 3 00 9.5 lY Y N R at.i.� Z H W Z5 (� O _ ` z -,`, W c O ° i. e V O O ° �,v W$ ° 0 ti X: o ao >a LU •a, c m« b 0U tt-u- L r n �j,( w-• W ce = m°u n(n 0 s JOB A! NO. v 092031 � �6 O d c SCALE '5 1 "=40' N 7 Oc SHEET IVO. a TMP6i- 144 CHURCH OF OUR SAVIOR, GRACECARPENTER ZONED: R-2 OWNERS: ///��/ / s / / TMP 61-157 r/ 11 TMP6s-1608 D.B. 3846, PG. 518 (RECORDED FEB, 21 2010) // / / S / l' GREENBRIER-RUTLEDGE BELVEDERE STATION LAND TRUST r //i ' / /' Il �`' ZONED R-4 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 / BELVEDERESTATIN - - D raUST, aOBERTM - --- / / `\: NMD( ZONED --- \ i IBELVEDER STA r/ - -3e --'` �� / DATUM: ELEVATIONS BASED ON NAD 83. LAND rRus ROBER \ Gp5 ZONEDMD/ I � 1 / / l l s N, orfs: 1. CRITICAL SLOPES: // TOTAL EXISTING ONSITE: 2.492 AC. -J / / / , I ` ; // r � S� NATURAL. 0.580 AC TMP, LOas so ( MAN-MADE: 1.912 AC. STARKES, LORETTAGOR I ` / ARTHURL / / , / �/ / ! 1 �\ ! i / Y GA GLE ZONED: R -z j ! ' / .- 0 . / / , % \ \ PROPOSED IMPACTS: 2 492 AC. 100% OF CRITICAL SLOPES - 15% OF TOTAL SITE AREA I/�I� / ( /' // I j �,, \ j / / 2. BOUNDARY SURVEY COMPILED FROM BOUNDARY PLATS & SURVEY /// / I I � \ \ ' / ! 1 / INFORMATION FROM THE REZONING OF THE PROPERTY. BOUNDARY LINE ADJUSTMENT PREPARED BY LINCOLN SURVEYING AND RECORDED 2/2/10 AT D.B. 3846 PG. 518. TOPOGRAPHY OBTAINED BY WW ASSOCIATES FROM JULY 2009 AND FIELD VERIFIED BY COLLINS ENGINEERING IN OCTOBER 2009. 3. 100' AND 50' STREAM SETBACKS ARE SHOWN ON THIS PLAN. / ! /X. SIGHT \ \ \ \ / / / 4. THIS PROPERTY IS LOCATED OUTSIDE Of THE FLOODPLAIN LIMITS TMP62A1-oAg / // , // �! �- �. / AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER SNEAD, EDWARD L OR BETTY DISTANCE i r i ZONED: R -z / i/ / /i, / / ! !7 1' l // ���' \ MT \ \ \ \ / ' / 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. DRAINAGE, ACCESS & UTILITY EASEMENTS AS SHOWN ON THIS PLAN WERE RECORDED IN DB 3543 PG 225 AND DB 3544 PG 722. LEGEND TMP6s-ss84 t l MAN-MADE CRITICAL SLOPES TO BE IMPACTED \BELVED TION G LA Hama&sTA w . e Nie / , NATURAL CRITICAL SLOPES TO BE IMPACTED CONSERVATION AREA X. W LTMP l�� HAt&OANNEM E ZONED: R -z -SIGH PRESERVATION AREA A EVST i ESMT. p' 1 1`i� /EXIST G CB RET N TgBE REM D `_. 494. � \ QECT LIWTS- ENC , % �� , "'' ' .� , S3� _-- (`rte ; _=.aSgA�� / ! �' I/ 2Q. 7,3" - `_ 1 1 BROWN, PHIUIPEDWARO5R. / / / / f , C -V I `_ _/X. GAS LlI�E47 oaBARA� l ` ESMT. -_ ti i TMP61F376 �-�� , r \rte ` �! I I GARTH. NANCIE C TMP 62Ai-o/4- I j t 1 i Dc \; r JACKSON, PHYLLIS D / J J l �/ `` '-- �t'j\ < !1 ;.. ; 1 (I I ; ZONED: R-4 ZONED. R-2 i I I / r/ / r ' \ �` -� '� ` .3 �' / % 0�.�5� 0„ / / �, / f �,� 1 �l/ l �35� / / , �,> 1j i ' I 1 1 / '' _ EX. -GAS cod 1,ppp //_ -LINE TMP6zF37s i \ i I !' t' ZONED: R-4 SANOSJU0i7lYK I1 t i i LVEDERE 4 / / \ \ ~�_ ` /) ► / T RD(STORM iS18*-. -. 1 ' w / / 21 \ \ ', - ` '--\ . _ : r '/: �•+ -°- ;, �--:. _� 4? i 24.089r/ I f / RAINING ` NTNG TO / I as `�� /PRPJECT/ `� TMP62F- i "'`__ ` `. � i 374 `,•) ! / / I / �- / ! '-_ / / ' TOTHMAN MARION I -- i EX. ACSA ESMT. \ - # o� `'. / r I I, I / I \ / / / ( ZONED: R- 1 t 1 1 s- / r • i - -moi'? - 1 x MA m TMP62As-oA-6 / 1,�� I I'! i iLiNI�/TSO(� ` I' 1 \ ! ' 'PRQPOSED -� /rC�tlTl LS f/ ,% _ . N- ADE xuE cHUN 1'� t' EDER I / % j ) ERIVAL SLOPE �` L ZONED: R-2l',� r I �O LEI D/R -AM_FPACT5 / i' // / / rx � { `� l i /• '�( 1 r p TMP62F-373 BARNiCL4 CHRISTINEG i! ZONED: R-4 '-.. / / l �f� ��{ -' -- % :. y /. ' %,� \ / v i ��, 1 ��\� `li TMP 61 -157 / EX. SWIMENT�-1 ,1 ",- / ; -, \ ; TRAP D.B., 3846, PG. 518 - (', -7' (RE ORDED FEB. 2/ 2010) \ / TMP 62F-372 T%� f�;` ` I I l( MARSHALL, HARRY OR BALI YF I ZONED: R-¢ S71f'�iN�( !'/� 'L ! 1 II � f( ` \ \ \. � t / - �/ � / / � I S1 �3 ?1 30.1 ' a/'�d� / Rle L11df � 1l l 8�!�c� /c� _ PRESERVATION �� ' ! % TMP6zF37s i y I ff W � � �°000 g°i1e�8@ • ° .� w�� d•dao• •.O � ,.'>e� ysol• �� h l II iyOb:•g 40.1 _ ♦;. , • . ZONED. / � I 1 SiG O'96 %F eP rt- • / 84 ib P: I <.ecsa s s4_• • r,.i , +,7 LOb sa'. e l diD;P j i.. ds4Ou - f lido@ III I • Y ` 1 � ' > � , � f ♦i.90yi/�)$fr •, OatOP�3•P°A'4 )°d °3f'>9L • ', � f �' +e 1 • S <' tr ♦ e ro 40b`P.ae 1 v t t'�q;0°! �P j �• > 1 xEa b+ 1y se as >bs q ate`^ I I .,� C+ \ A 5000 Oae S bf d08et. 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OF TN M■�1 5 1 SMITN�R. -- TRUS • R-4 (A 5 . _ _ NE 1■■1 W - ce ---- ----- --- t TM�$2F-30R JANIENZIE - ACK ORI NS` oR Rj- - H �I'NORj`NjI HORN z z MoR NEv: R-tr z f Zo O a O O V)m Z Z W =)M O O - c~n a a 69 W W TMP 62F' NISE LEE > W TENN, vE. R4 I CAS ZoNO: Y ! Y - Y j a% X w O 0 0 -- ----- rl r1 2F-36$ MARY N Y ZX < 1 -MP AE �N� E YM NNE SUZA R-4 ' Ev' _ZON _ MP 62F -GE RI CHARD': N Y oR Y - MAN. GEED: R-4 Cp�E ZON o Cn Y Y �"3 3 66 Z fi2F C OR Y y BE�ERI IZABETN 4 E►- ONE[):R- c P62F'36i ES -------L9 TM SAN U LINKZo5NEv' R4 - -- -- - a� W M fyV � I Y N V \ LU `1 TMP 62F,364 .- N 5SP � CHI�vRENED• R- ,y TMP 62F M 8& CAHAM M, � Z Z _ - RES �A R, GR KES TRS L9 Vi W y J SYIC` �S REV LIV. A A 5Y W SY KE5 & oNEv; R"� ' �— o Y _ O < o Y c Z r / W r W U NW Z ce =Z �W -\ I W N `o i � J 62F -362B R�KA W 0 0_ TMPBERT B 0 0 W W ; c SHIKIAR' ZoNEv 'a R x J o. \a . O 3 21 Z N H � X V� Q ° MP 62F-3 W W o T TR fs.l 0 3 ALICE CTR j V. � � Y OKE OK W CSC w ° C� NEV LJJ W N Z Z. o (n 2 J c l - o O O O 00 a W 00 c a� i F- > a N x � U ms N I4 J O w i GRAPHIC SCA a m -2 so JOB N0. ,5 30 E 120 �2 092031 u E o - 'a o 2 ( IN FE �� SCALE 1 'nch= 30 ft. �O� 1 ��=30' ° o R 1 IL SHEET NO. o ; TRAIL S-2 No Q) O / -1.•.' VILVIIYV 1 - - -- - - GV' \JIYIIJ 4ffi 4 � I I 465.49 G — - V c3 I I t • E -, I I r I �_ N 6 :o 4 G f �F I I / \ I ,r I i / \ N 1 / 1 oo / . D i \ f F j. i f / 5 6s s L � E i ss o / I. C 3 ) OB 1 i 1r / i I i I ff I Z i I I 1 , f 44.7 P 0 8/5 \ W I: I � I at5.9.-- f r. . PG 45.8E /.. � -- P P A- 1 Q E T I _ 1 S V D FTt D t f o, • { 65.15 G. I � F� � f .. � . � r /�j� i�' - "f.l 1 /17 ' / _ _— — � ''. -i � �� MATCHLINE, SEE BELOW PHASE I - \ - _� , + . - X . } ,� \Y\` \". ` K 'F�" + �: +, a ` : x $�� } .'�:.t F.._ + ', t •. i ' ,F:. , k - v \ei„ � t , •+ < �+ + +T + }: x >, k + - k --a• } k. t :} \ 222 " 1 y Ky T:,k k k + k Y:- �i + k ++ y} l k t+` i' F + } !"�. + t } r+ + .+Ytik P +t++Y+# + +t +k'KT+ �` k +T{ _ i } t:" F k 4 k i k XY .-, ..K +.�:. t h _i'. k, # ,':-,F # i :. ;+ .F • K /�\+\ + X } } + t Z R.` \ F \\` \\�\N�\��/\�/k\\� W y1• ! + TT t h, X X k ASK : rT } k } •+ kx k T K }} + } V'rfV+T'1.3Hki G.' ta:tX ++bA it a-�� h+ �� I'}L0 k + K / i- t k +�:1'Y ty. xLU } k .. k .. + s } t I v t },' # .: _ ` + : + ,k • + 4 + t .k : F # + k 1 + t } - } k }- }_yk+ M• `^� _ K t rk ..\}' +} t x +, I , GRAPHIC SCALE r K T ice} + k }K + +k+A. 11s 300 15 30 60 t� t+ iRR^••X� `}k X+ t #+ kx + }+ x X rt # + + k IF. ( IN FEET) '1 © /\ t 1 inch = 30 ft. y W PARKING REQUIR EN ALAL PHASE V Building # Building Type Number of One Bedroom Units Number of Two Bedroom Units Number of Three Bedroom Units Total Number of Units 1 A3 12 9 4 25 2 Al 12 8 4 24 3 B1 6 14 4 24 4 B2 7 17 4 28 5 B2 7 17 4 28 6 C1 7 24 4 35 7 B1 6 14 4 24 8 A2 14 9 4 27 9 B3 6 14 4 24 10 B3 6 14 4 24 11 B4 6 15 4 25 12 D 3 3 13 D 3 3 `®� X + Uj m z z I j Totals: 89 161 44 294 ® ® + + r j Total Parking Spaces Required: 544 I ■ 'y t + X 0 ul O O j Total Parking Spaces Provided: 546 (78 are garages) ,: 8 ! K }' X +#r of w OZ ¢ U U Phase I Parkin BUILDING 1 ® . ,. J I a n Re uirem ®® # ®® BUILDING #2 ' ents I ®B B BUILDING 43 • ` k I cin � a a Building # Building Type Number of One Bedroom Units Number of Two Bedroom Units Number of Three Bedroom Units Parking Spaces Required 7 B1 6 14 4 45 8 A2 14 9 4 47 6 B3 7 24 4 67 ®® 25 UNITS ®® ®® 24 UNITS® r —X z a o 24 UNITS ®m B k W W 3 n � � — � n I y . y�RI� ' � X (por$ i �� ; � � n• ituMw - - , li : r e • In . .i.. .1 ifli -. r. - i j 11 LAI i 1 � I � i ;_ -' � i � - i � - '! ,,� ! � i � •� i, I i i.:. i i i i i i i i Total Required: 159 oil Total Provided: 281 I ® H1 M Parkin aces Provided - ded b Phase 1 Gar s -14)i ( 9 •SP a e j Y 4 e � I Phase II Parkin Re uiremen is � n n ; . �' � r � ., � r` .. � Building# Building Type Number of One Bedroom Units Number of Two Bedroom Units Number of Three Bedroom Units Parking Spaces Required 9 B3 6 14 4 45 10 B3 1 6 1 14 1 4 45 11 84 1 6 1 15 1 4 47 Total Required: uired: 296 + X O M I _ Q N j X Total I Provided: 352 � fX N + k' I (Parkin9 Spaces Provided b Phase Gar o es -30) 3 E to I 9 1 ii iI *Total Parkings aces provided required d tak into account t construdi n from revs ousP phases. I O2 �� Phase III Parkin Requirements1, 1 1: :+ . iII _ I Building# I Building Type NumberofOne Bedroom Units NumberofTwo Bedroom Units NumberofThree Bedroom Units Parking Spaces Required 1 A3 12 9 4 44 2 Al 12 8 4 42 3 B1 6 14 4 45 12 D 0 3 0 6 13 D 0 3 1 0 6 SEWER BETWEEN STR. 62 dSTR. 18*Total Required: 439 - i } I k I rn * t s A T o� otai Pr I I ovided: 508 w PHASE I. 1 O 13 Podcin Provided rovi 1 to ded se 11 Garages= 34) Phase Ga es 34 i by ro9 1 0 F v O 1 0 t k I , Phase IV Parking n Requirements men is O 9 C k Q I Building # Building Type Number of One Number of Two Numberof Three Parking Spaces Bedroom Units Bedroom Units Bedroom Units Re uired 4 B2 7 17 4 53 5 B2 7 17 4 53 ■ it / Ia111g�]I►[dE'3iY. ®®®®��®®� _ MEN®�®���® ��r�a .� a�������■■■���■ ■������1�.�_ ��I� ,'.' I raw c C l� • � �r�r•r,r•r• � �� �r ���� �lt�� \��� �`- � � �■ - � ����E� �a■�■�■r.� ��l� �i��i■l�If—� �® � - / ten■ �l7i�HSi�S�■;a■@ u®1r■l7Rsr@7! ■■r^si■rrmaim■an S ■s®�®a� i,aw[taf®o ALBEMARLE COUNT Y FINAL PLAN GENERAL NOTES GENERAL WATER & SEWER CONDITIONS GENERAL CONSTRUCTION NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY We Maximum Ram Face Pressure.............»......33.7 psi ............. ......... INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. T-51 CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE Electric Mohr 3ROf230460.................... DEPARTMENT OF TRANSPORTA TION (VDOT). THIS PLAN AS DRA WN MA Y NOT ACCURA TEL Y NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY VAC REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UL Rated..........................................Key Operated REQUIREMENTS OF THE PERMIT SHALL GOVERN. UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS J. ALL MATERIALS AND CONSTRUCT/ON SHALL COMPLY WITH THE CURRENT EDITION OF THE 1219mm AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY. 25 cu yds 4'-0' THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY 4. DATUM FOR ALL ELEVATIONS SHOWN /N NATIONAL GEODETIC SURVEY. 17'-10" CLEARING, GRADING OR OTHER CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. (1-800-552-7001). 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED 30 cu yds 4'- O' OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE 6. PA VED, RIP -RAP OR S TAB/L/ZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN INE H 1DRAN T LINES, SERVICE LATERALS, AND WATER LINES, ETC. 1219mm OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTS/DE OF ROADS/DE 6223mm STABILIZE A DRAINAGE CHANNEL. DITCHES. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR 22 - 5" TRAFFIC CONTROL DEVICES. THE VALVE DURING A FUTURE EXTENSION OF THE LINE. B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE 9. ALL COMMERCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER. OW3mm PIPE -CLASS Ill. 5049dtg4'-0" n ,7. Al 1 CV/+A 1/A T1/1A1 L'Y10 11A1n C0/%0111 MM DIOL- IA1C`TAI 1 A Tl/1A1 1411CT /+/1AAO1 V IA/1TL1 /lf•L1 A ,-ILA. L.nv,l Fri uvlY r %W1%V/YLJLr%W1%WV/YL/ r It L n ., Y.InL-Ln „LAY rnv., l x.vrnr L , rrl 11 l v.N rrI 5'-7- 24' - 11-112 STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 11,79(!f219mm GENERAL CONSTRUCTION NOTES FOR STREETS 1099mm 1702mm 7W7mm 38" HIGH HANDRAIL 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE TO SPAN LENGTH OF BRIDGE WITH a >ya u..an MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY < z -s . , PICKET FENCING 6" � DEVELOPMENT (296-5832) 48 HOURS /N ADVANCE OF THE START OF CONSTRUCTION. • , 1....... v 18" MIN. - O.C. 2. UPON COMPLETION OF FINE GRAD/NG AND PREPARATION OF THE ROADBED SUBGRADE, THE S-7" 20'-9.1/2' 8'-6- 11,104 CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) 1099mm 1702mm 6337mm 10'-0" 4173kg COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. 1F A SUBGRADE 3' - 7-11,r 5" 23" -1" 8--6- 11,6°4 SOIL CBR OF 10 OR GREATER /S NOT OBTAINABLE, A REV/SED PAVEMENT DESIGN SHALL BE f 099mm 15-r 1 ]TJ2mm 7Q36mrn 2'-6" 5'-0' 52OWE MADE BY THE DESIGN ENG/NEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. M T1 4 IMCPMI 0.602 J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC I L3O0 I 1x611 I 2101 I In LASS B TRAIL BOARDWALK SHALL HAVE A 3% CROSS RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL 6 SLOPE (MAX.), 80" OF CLEARANCE, 10% MAX. SLOPE, DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A 34-38" HANDRAILS, 5' MIN. WIDTH AND A MAX. LEVEL NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCA TIONS ARE APPROX/MA TF EXACT LENGTH, LOCA TION, AND APPROPR/A TE CHANGE OF 2" AT EITHER END OF THE BOARDWALK. END TREA TMENTS WILL BE FIELD VER/F/ED AT THE TIME OF CONSTRUCT/ON. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT L OCA TIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENG/NEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL /S J a REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF THE z to izo o9 PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE iv z a W :r Q w INCREASED TO SEVEN (7) FEET. } o W 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES i2o w N SHALL CONFORM TO VDOT CG -9 (A, B, OR C). `IL) a 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENT/AL DRIVEWAY ENTRANCES 00 CONCRETE COMPACTOR [34C SPECIFICATIONS t= �k `�,.� �-. �G (DAN) r: r. A Charge Box Capacity [Mfrs. Rating ....................................... _..1.7 cu yd .................................1.30 m' [WASTEC Rating]- .......................... _.._1.31 cu yd ...................-.....-..-.1.00 rn" Clear Top Opening.................................411 x 58"W ........-..104i mm x 1473 mm Dimensions not shown: 8'-4-1/8" (? 0mm) OVemadl Width Ground RoN•r 1 61718" (1660M)inside Rimers • 67 318" (17i.2mm) ROW Cenbms 72 7' (18b1mn) Outside Rollers CycleTime ...................... -........... .-.................... 33 s ......................................33 s . - • T&.W Normal Force .....................................39.90016...............:..................177 kN Total Maximum Force ................................. 49,50016 .................................. 220 kN Normal Ram Face Pressure ........................27.1 psi ................................188 We Maximum Ram Face Pressure.............»......33.7 psi ............. ......... ......... 235 kPa Ram Penetration....................................................6" ................................152 mm 14 -3" T-51 Submerged Power Unit 1219mrn Electric Mohr 3ROf230460.................... 1702mrn Electric Control Voyage ...............................120 VAC ...............................120 VAC Panel Box Assembly 20 cu yds 4' - O" UL Rated..........................................Key Operated 5'- T' All Circuits Fused - 3 Push Buthn StationStart/SbpfReverse r-51 ► s 1219mm Hydraulic Pump.............................................10 gpm ................-.........38 Uri, Normal Pressure .... ................ ..... .._............1850 si........... ........... ......... ..128 bar Maxifrwm Pressure ........... ........................2300 psi ............................... _ 159 bar ' pwrsM h ra14eNZ 1Vw. ktoW *GW tae equipped, Hydraulic CyCnders (2) •Bore................................4" _ 102 rrxlt aeMcsory ri 0110 ysi min6r rrr) in a�ds-lQ+tentrai irydratfic Lor. - Rod .... ............. .......2-112" .64 mm"taurarierlwwarrai4bts.1ilieel"1611;dataiat 11 . I (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STRONGER) 2'-6" CONTINUOUS 2"x6" , '"3•_,i't BRIDGE DETAIL - SECTION is T� 15 cu yds 4'-O• 7-7-1/4' 5'-r 14 -3" T-51 8,860 1219mrn l099mm 1702mrn 4343mm 2261mm 4019kg 20 cu yds 4' - O" T- 7-1/4- 5'- T' 1 r - r r-51 9,520 1219mm 1099mm 1702mm 5283mm 2261mm 4318kg 25 cu yds 4'-0' T-7-1/4' r-7• 17'-10" B'-8' 10,03D t 219mm 1099mm I 17Wmm 5436mrn 2642mm I 465Mg 30 cu yds 4'- O' X - 7-1/4' 5'- 7' 20' - V 8' - e" 10,620 1219mm 10"Mm 17Wmm 6223mm 2642,rm 4818kg 4'- 0" 3'-7-114' 5'- r 22 - 5" 6-8" 11,130 1219mm I099mm 1702nm OW3mm 2642mm 5049dtg4'-0" Rvtow T - 7-114' 5'-7- 24' - 11-112 B' - 8' 11,79(!f219mm 11. 1099mm 1702mm 7W7mm 2642nn 5348kg� SW) .,�• a >ya u..an ,fir Z. < z -s . , .:r" � y :. ., • , 1....... v 18" MIN. - _ 25 cu yds 4--l' T -7-1k' S-7" 20'-9.1/2' 8'-6- 11,104 f245mm 1099mm 1702mm 6337mm 2591mm 4173kg 29 cu yds 4' -1• 3' - 7-11,r 5" 23" -1" 8--6- 11,6°4 T245mm f 099mm 15-r 1 ]TJ2mm 7Q36mrn 2591A 52OWE Maxifrwm Pressure ........... ........................2300 psi ............................... _ 159 bar ' pwrsM h ra14eNZ 1Vw. ktoW *GW tae equipped, Hydraulic CyCnders (2) •Bore................................4" _ 102 rrxlt aeMcsory ri 0110 ysi min6r rrr) in a�ds-lQ+tentrai irydratfic Lor. - Rod .... ............. .......2-112" .64 mm"taurarierlwwarrai4bts.1ilieel"1611;dataiat 11 . I (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DAY, OR STRONGER) 2'-6" CONTINUOUS 2"x6" BEVELED UNITSIll' MMr'NIMUM EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE 10" MINIM F_ AnchorTM Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) '�"'ANCNO1wA" "�'� "W / :� �,':� ,\ �, 10.60} \' \\- - - Yf � FINISHED REINFORCEMENTLENGTIJ LENGTH ' GRADE I- - - - ' GEOSYNTIIETIC REINFORCEMENT ! \ / 4" DRAIN TILE (ELEVATION VARIES) \/ \ 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Wos = WIDTH OF OVERSIZTNG De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHEITC REINFORCEMENT Wos =(2'De) +L+6" Wos rAnchofm Diamond® 11:1 EXCAVATION OVERSIZING (SCALE: 3/8"=1'-0") *"'WALL SYSTES.M n) AnchorTM Diamond® X TYPICAL BASE PREPARATION WX (NOT TO SCALE) "w • A"�" WAIL SYSTmS• u+c. s SHALL CONFORM TO VDOT STANDARD PE -1. BRIDGE DETAIL - SECTION Z COMPLIANCE WITH THE MIN/MUM PAVEMENT W/D TH, SHOULDER W/D TH, AND DITCH SECTIONS, T� ' * Dr AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. ' \ ., ,,_ NOT TO SCALE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS /S SUBJECT TO FINAL SUBDIVISION PLAT • 5 1038 TION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND 4 14.89 noH� PIECE OF FULL WIDTHVAL/DA DECKING To BE ADDED AS A BACKFILL BM -25 3 2.15 RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. TRALWAYSTOP. Belvedere Circle Orth) 652 p BEAM w/ (2)1/2'x6' 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL ° 13.53 = BM -25 3 2.15 21A 6 0.6 14.55 V FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING ANDANCHOR 5 I 4 4 BOLT SM -9.5 2 2.25 PROPERTY NUMBER/NG ORDINANCE AND MANUAL. 21A 8 0.6 I MainParkitgDtive Aisles (330 ADT max) 330 WOODEN CAP 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY ° ° �° o 0 °° °00 ° ° "moo° SM -9.5 11/2 2.25 BM -25 3 2.15 21A 6 0.6 13.43 Allothet Parking Dew Aisles (I 45 ADT max) THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE ° ° ° ° 000 °00 145 4 - CONCRETE FOOTER SM -9.5 2 2.25 BM -25 0 2.15 21A 8 0.6 DEEMED NECESSARY /N ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. � 00 0 °p 31-30 3'-7" 3-P 41-0* 11. THE SPEED L/M/TS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW 7HE DESIGN _� 10 9-t& ° °° a -r SW) SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. based on a 2 h des' speed o °o o� 12. VDOT STANDARD CO -1 AND CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE 2 -2 ---=--- � D.341 SUBBASE SUBBASE MATER/AL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG PO/NTS AS SHOWN 18" MIN. - _ 2M7 ON THE ROAD PROFILES C.M. PPE COMPACTED GRAVEL BACKFILL 13. A VIDEO CAMERA INSPECTION /S REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT �'' -VDOT CLASS A GEOTEXTiLE FILTER 1 x.146 ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION ABUTMENT DETAIL - PROFILE VIE W b SHALL BE CONDUCTED /N ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT/ON Io' -31 a w -ft' o' -a" PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. NOT TO SCALE 0"-4- BEVELED UNITSIll' MMr'NIMUM EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE 10" MINIM F_ AnchorTM Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) '�"'ANCNO1wA" "�'� "W / :� �,':� ,\ �, 10.60} \' \\- - - Yf � FINISHED REINFORCEMENTLENGTIJ LENGTH ' GRADE I- - - - ' GEOSYNTIIETIC REINFORCEMENT ! \ / 4" DRAIN TILE (ELEVATION VARIES) \/ \ 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Wos = WIDTH OF OVERSIZTNG De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHEITC REINFORCEMENT Wos =(2'De) +L+6" Wos rAnchofm Diamond® 11:1 EXCAVATION OVERSIZING (SCALE: 3/8"=1'-0") *"'WALL SYSTES.M n) AnchorTM Diamond® X TYPICAL BASE PREPARATION WX (NOT TO SCALE) "w • A"�" WAIL SYSTmS• u+c. s Location ADT I Design ADT T� ' * Dr Stn•face h a ' \ ., ,,_ = Dp 1r ,. • / • 5 1038 L 4 14.89 I= OETALS OF WW4L. CFIa - FOR ATAa S OF MTEORAL t 1Ra SEE STANDAW 10-1011 00-3 SEE STAHlOARD MC -t oR 00-3 wee 2.0PE ved sure -. orTop WL r TOP a0LL ► PROP. A•PHHALT PA�IOaIIT A . , .. A to m A. • a f• ' . o ' . a A . . Fid OdiO. FA11E.. „ 1,J WHL1H R01nMAY DE'M•N LEETS THE • . • • • CRITEM FOR CR -7 M *00 ■ ` PROP. '�ONd1ETE Pl�tlEIENT P.A • PW N Lai iabOF R� D � • � d � � � d AIOCIOIOAl� "M �-E PAY I= HALF SECTION WITH PROP. HALF SECTION WITH PROP. CONCRETE CONCRETE PAYEMW BASE WITH ASPHALT TOP VAIaAaE VARLII am I � !�� IL-11 OR FOR DET" OF •CEPE�IENT CtllB Will, 9LCPRE yG'►1 !LOPE 9IEE sTAONID lIC-1 aR 00 3 p + X' TOP sOL 2" TSP ! d P110P. ASPHALT PAVi11iNT to tD w PRO.. CONIMM cR Fisaaa PAtltlMIT . . CALF SECTION 1611TH PROP. CONCRETE OR FLEX9LE PAVEMENT •°• PROr. CONt7EW OR PLEINU PAAIEMEHIT L• HALF SECTION WITH PROP" CONCRETE OR FLEXILE BABE WITH ASPHALT TOP FOR DE=ALS tl/ •IDSPG4N9F eft VANAME VAROMLE POR DETAILS W NkIaPO�Nt CTA 1111 sfT; tic -+a of - - - - L IEI< 0 14"r1' tlL101'E i I SLWB MI N-CISM Y TOP 20 "r RI ANI Px#uv i1T --- . (=1t A____ ------ tat a osT•ra FLEIaLE ♦Awao1T N1+ • EWL ROSE PAVRW 1 PN1196R I• 1 1.1 TO REAM® 1 PA16©IT (Wm • 10 IIIIE HALF SECTION WITH EXRSTNdG F LEXELE PAVEMENT HALF SECTION WITH EXIST. FLEXIBLE BASE WITH A"ALT TOP sm�Ell STAMIAM RAISED MASS MEDM STRPS - it VOOM •EPATrdW W TRMiA01ltAT10t1 70a CURB OVER 2x6 SPACER x 24" LONG 0 48" O.C. 5/4" TREATED DECKING FASTENED TO THE WOODEN BEAMS (3) 2"x18" BEAMS TOTAL LENGTH 18'-0" ABUTMENT TO ABUTMENT 16'-0" FASTEN BEAM TO PIER CAP W/ (2) 1/4"x3 1/2" LAGBOLTS '-- 4 21-A STONE BASE CONCRETE SIDEWALK NO SCALE IRU BOLTS :.STAGGERED ATE TOP & 8x4xl/2 LONG LEG J_ 2'-6" 5'-0" 2'-6" 1. 0 0 0 0 N . - I I o a, n �- o � z W a I I J N W 4A' A" TlATAI 1-4111=11 0 m Location ADT -. Design ADT T� SSV Dr Stn•face h a • Sub -base h a Dp " • 5 1038 4 4 14.89 SM -9.5 2 2.25 BM -25 3 2.15 21B 8 0.6 15.75 Belvedere Circle Orth) 652 ..; - W ;:" ;" e-10 4 4 13.53 = BM -25 3 2.15 21A 6 0.6 14.55 V 988 5 1038 4 4 "',NIII SM -9.5 2 2.25 BM -25 3 2.15 21A 8 0.6 15.75 MainParkitgDtive Aisles (330 ADT max) 330 330 4 4 10.90 SM -9.5 11/2 2.25 BM -25 3 2.15 #-4.5' 6.0' 6.0' 6.0' CONC. FOOTER-' L-5.0'k5.O' 5.0' 5.0' (TYP. ) 6.0' 36" CONCRETE BOLLARD (TYP) ° ° a a 2_Ol° a . a .. ° ° v 4 [_ - a v- � 8'- 4v f 8" •_ 450.03 ACCESS a ° 6.0' 448.99'- CON . PAD �1 4 ' _ v v 452.99 TOP OF COMPACTOR OPENING -� a ° 2.96'- HT. B HC ACCESSIBLE SIDEWAI WOODEN BOARD COMPACTOR a ° vOc� o ° &TOP OF CO PACTOR OPENING ENCLOSURE ° r.,.° V II to 0 '0I AY TO DISCARD a LO v N v id � v 6 OREFUSE. NO DOOR id. N a OR DOOR HANDLE a ° ° SHALL BE POST (TYP.) ° COMPACf0R COMP4�CTOR PROVIDE . OPEN PASSAGE WAY TO AREA ° AREA' 2 2, MAIL KIOSK DISCARD REFUSE. NO DOOR a OR DOOR HANDLE SHALL BE rrnkAPAr1T0 P a §r()kjPAr_TnP r -------D PROViDEO• BPENING ° v OPENING ° ° . a a 5 HANDRAIL 8" THK. REINFORCED I a 0.77 a CONCRETE PAD (POUR CONTINUOUS WITH a b ° 4 ° COMPACTOR PAD) a 5'9 R a 5' HANDICAP SEE COMPACTOR PAD 17 a 5' DIAMETER I� . 5, LANDING DETAIL 4' HANDICAP . a a v a v. ° a . . TURNING ° a ° 5.0'°OF RADIOS 1. CLEARAN --------I I a 11 . . . � . d41' W.0ODEN GATE, a 0 ROPOSED HANDaRAIL (a (6' HIGH . a I c� as 5' TO VD T ETD. q�49, .17 v . . .a v ° v . o N v �G-1 HANDICAP' v a 24 a a a a . ° CURB RAMP FOR-,* 4 . wSAN ACCESSIBLE a a a a PARKINt SPACE 4 v v v4 v v, v v. v v v 67:5' TO VDOT STD. a CG 12 SIGN w/ AR OW POINTING LHA DtCAP TO OPEN PASSAGE WAY ' DIA TER __,U RAMP POSTED ON WOODEN GATE H DICA [W . STATING ."HANDICAP HANDICAP CC SIBL TU ING ACCESSIBLE TRASH ROUTE, SEE HEE -10 RADI ° COMPACTOR ENTRANCE." FOR DETAILSF RO E & SPO SH S. a HANDICAP ACCESSIBLE . W .ROUTE, SEE SHEET S-10 CG 2vCURBa v FOR DETAILS OF ROUTE ____j I , . I ./ E10 & SPOT SHOTS. CG -2 CURB HANDRAIL CONCRETE COMPACTOR PAD w/ BOARD DROP BEAM ON BOARD TRASH COMPACTOR SCREEN SCALE: 1 " = 5' CONCRETE FOOTINGS ANCHOR BOLTS WOODEN CAP OVER FOOTER DRIVE AISLE ADT BREAKDOWN t (PT) BETTER BRIDGE SCHEMATIC bUILI-Ur bL/AM ULIAIL NO SCALE NOT TO SCALE Table 4: Pavement Design (VDOT Pavemeri� Design Guide) •" • Location ADT -. Design ADT CBR SSV Dr Stn•face h a • Sub -base h a Dp " • 5 1038 4 4 14.89 SM -9.5 2 2.25 BM -25 3 2.15 21B 8 0.6 15.75 Belvedere Circle Orth) 652 ..; - W ;:" ;" e-10 4 4 13.53 0 BM -25 3 2.15 21A 6 0.6 14.55 -be;fp OP Pavement Design RF= 1.0 _ _ Location ADT HCV Design ADT CBR SSV Dr Stn•face h a Base b a Sub -base h a Dp Belvedere Circle (South) 988 5 1038 4 4 14.89 SM -9.5 2 2.25 BM -25 3 2.15 21B 8 0.6 15.75 Belvedere Circle Orth) 652 5 702 4 4 13.53 SM -9.5 2 2.25 BM -25 3 2.15 21A 6 0.6 14.55 Belvedere Circle (East) 988 5 1038 4 4 14.89 SM -9.5 2 2.25 BM -25 3 2.15 21A 8 0.6 15.75 MainParkitgDtive Aisles (330 ADT max) 330 2 330 4 4 10.90 SM -9.5 11/2 2.25 BM -25 3 2.15 21A 6 0.6 13.43 Allothet Parking Dew Aisles (I 45 ADT max) 145 2 145 4 4 8.04 SM -9.5 2 2.25 BM -25 0 2.15 21A 8 0.6 9.30 Parkin Drive Aisle # of Parkin Spaces # of Garage Spaces Total # of Spaces ADT 3.63 x # of 5 aces A 60 31 91 330 D 38 30 68 247 E 35 0 35 127 F 40 0 40 145 G 39 14 53 192 H 37 0 37 134 1 19 0 19 69 1 11 0 11 40 . . .__ _. PRECA 1. �j/ <• o o Table 5: Street Design - _ _ __ _- ,SUBBASEO 00 00 00 0o(��J n o;,00 4" Min ;H8 1) 0�o Oo0 ° °0 � Oo�o VDOT #57, #68 OR #78 STONE BASE 1' 6" UNDER CURB. STANDARD CG -2 NO SCALE Street Des' n Data Street Public or Design Speed Mit. CL Max. Min. K- Min. K- *Min. *Mei. Mir. Mile, Min. Sources for Standanb 00 IPlivate mpb radius fL Grade crest sag Stoppiog Int. Sight travellmy ROW sboeider 6"4"W2.1 xW2.1 WWF AND 11-3' Mabdenaoce T-•• r -O" BROOM FINISH 13" " Sight Diist P't. width R wft w�dtlM o < 7), . . d "I L i" -n" Q 3x-0" •- . .' i �� ., . . .; • . Dist FIL ad d d . - W-' • " PL 4 H Belvedere Circle Private 120 n/a ����7�� W-3" 4w' 01-V W_r 81I 120 0"I O -t1' Sub. Ord. section 14412B (alt maid Far H 21-1D• 31-30 3'-7" 3-P 41-0* 4'-1" b D" -A 9-t& In/a jda. a -r SW) *Conservative because are based on a 2 h des' speed 10'x20' CONCRETE SLAB ZU'x25' (;UNGRETE SLAB TOP PPE 12" MIN. 7 THICK THICK 7"OF SLOPE K TOWARDS GROUND 4 2" R BOLLARD DETAIL SLOPE TO DRAIN TO GUTTER 1 CURB i3'5e1I,• 00 i psi @ 28 days (min) PARKING LOT (TRASH COMPACTOR) 3000 psi @ 28 days (min) A A NO SCALE CLASS CONCRETE WITH CLASS 6"x6" W2.1xW2.1 WWF AND CLASS A3 CONCRETE WITH 1'-0" 6" 1": 1' BROOM FINISH 6"4"W2.1 xW2.1 WWF AND 11-3' f-•" T-•• r -O" BROOM FINISH 13" " '^ d 11-" " 12'••0" .4 I p , d o < 7), . . d "I L i" -n" Q 3x-0" •- . .' i �� ., . . .; • . 0 -a" ad d d . - W-' • " PL 4 H s' -a' 2 -TI• 21-A,7'THICK COMPACTOR PAD DETAIL NO SCALE -11 .7 TXIST GROUND 3• 1 ENDWALL FOR 5' CONCRETE SIDEWALK 1'•11 PPE PIPE ADT V, - EXIST GROUND 1, 1/DOT 21 TONE BAS 5' PLANTING STRIP 6' - T+D !E - �MORfM - no NW ------- NOTES: t. JFMUM' 2t' OF 4" WNW EpoMrAllA9 wE ►1.L SLOPL L TM ITEM MAY eE PAM OR CA IT N PLACE. 3 WWTT N PLACE COfIMN TO E &M A3. FOR POMW !SE • �i 4..;g&V%�M`6'L K UED 11TH SWRM f {310SarW MO ALL S. 'v7DOR N04 0 RME/R EMMPT 011W A OOI FLW EMI, - - 5 a mirEL 0% t3 IEi AAD OM THE HEADWALL AT THE Uff DO of TrrL GlLveleT I1IFERE TRE FLF>Iw EfirlRS THE UJILVERTI. 7.1 ��M L717- 11LET G1) Or THE 0"IOIT MIY SE OTM 9 Ml! THE R EMDw NW MLS SW L 1.OR flE L W 04AIM MAY ec 11II&AN D W ALL lnOD AT MRLL/!ACTI61 % CPTIDM. ENDWALL FOR cpaiLJIR PPE PIPE ADT Source OWASM OF PIPE CILLVERT Apartment Complex Access 00 (W 012 rrClil. PPE CILYEST WW, a IM 6.72 1 W i3'5e1I,• 00 OR - ,,11.1 OR A b' -M' 0'I " "I 1'-0" 1'-a" a 0'-1}' 1_10 11-3' f-•" T-•• r -O" c r-4• " r-�' 11-" " 12'••0" 0 I -M "I f -d" i" -n" 91'x' 3x-0" f Or -a' 0 -a" 01-68 ti'-•" &I" 0'-9" H s' -a' 2 -TI• 31-2' V-90 W-3" 4w' 01-V W_r 81I 0'-0" 0"I O -t1' Oi-E' H 21-1D• 31-30 3'-7" 3-P 41-0* 4'-1" b D" -A 9-t& 0'-I& a -r a - a -a• 1O' -a• tO'-11' CUM YAW OF CO MXIFM -1!'L ._ COAL'. PM�E D.341 OA82 o e t 1.31! 2M7 ;7U7 C.M. PPE U11117 0.•21 0.736 Lt/d 1 2.111111111 1 x.146 - - 5 a mirEL 0% t3 IEi AAD OM THE HEADWALL AT THE Uff DO of TrrL GlLveleT I1IFERE TRE FLF>Iw EfirlRS THE UJILVERTI. 7.1 ��M L717- 11LET G1) Or THE 0"IOIT MIY SE OTM 9 Ml! THE R EMDw NW MLS SW L 1.OR flE L W 04AIM MAY ec 11II&AN D W ALL lnOD AT MRLL/!ACTI61 % CPTIDM. STANDARD ENDWAtL F4R PIPE CULVERTSvocrr WAdUM ROTO MO 6Nioac ills 12" - 36" COMAR AND 2311 x 1411 - 53" x 341' ELLIPTICAL PPES REvreloft DATE: I SM] 1 OF 1 302 VOO M DflMRTMEM OF TRMOPOWATM7N 11" I 36' - FIC - FIC -8" 21B 16' TRA VEL LANE STANDARD CG -6 STONE BASE UNDER CURB CURB &GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. - -_ - Table 3: Traffic Generation SLlmmary - - _. Traffic Generation Summa Lticatbn EN WALL FOR ELLIPTICA. Num. Units, SF PIPE ADT Source Belvedere Circle (w/ 3 exits) Apartment Complex Access 00 (W 012 rrClil. PPE CILYEST WW, a IM 6.72 1976 ITE Land Use - 7th Edition i3'5e1I,• 'J&`I 30x" 30'5144" I 4rlx2r 48%,W 40IIIII 4 A 0'-8" o' -a' w 10' o"-tr' 0'-ir 'F4l" I-IV f-& CIDT-MI ]� � T -V a 1'a f-• 0 1`r T-f'a C r_r 4••11' ¢-r r-;• ger 2'-7• 11110 -111%r -r 0 1'-4' 1x-7" f -N" 460" 21-3" 21-5" 1 1"-r' W -10x' F 0'-S" 01-V W_r 81I 0'-0" 0"I O -t1' Oi-E' H 21-1D• 31-30 3'-7" 3-P 41-0* 4'-1" 4p41111' 44-T' L V -a• 7 -Ir a -V' sr -Z• 1O' -a• tO'-11' 1!'/T'8" -1!'L ._ r -TI" 3'- % 10" 3"'=• 9-d" 3•-P 4�T'' rf►-3 aO'-We v-*fe O'-Wr w- r w-4]%s'r 0'- W O' -a" 0►-#" b I o' -z• Io' -31 a w -ft' o' -a" o, -*f•" r -a%" 0"-4- or -,4A„ TRU DOME PAY LNINTS DETECTABLE WARNING Culne YARDS or 001111 TE DETAIL T1 4 IMCPMI 0.602 OMS lux I L3O0 I 1x611 I 2101 I In I2.601 STANDARD ENDWAtL F4R PIPE CULVERTSvocrr WAdUM ROTO MO 6Nioac ills 12" - 36" COMAR AND 2311 x 1411 - 53" x 341' ELLIPTICAL PPES REvreloft DATE: I SM] 1 OF 1 302 VOO M DflMRTMEM OF TRMOPOWATM7N 11" I 36' - FIC - FIC -8" 21B 16' TRA VEL LANE STANDARD CG -6 STONE BASE UNDER CURB CURB &GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. - -_ - Table 3: Traffic Generation SLlmmary - - _. Traffic Generation Summa Lticatbn Use Num. Units, SF ADT/u dt ADT Source Belvedere Circle (w/ 3 exits) Apartment Complex Access 294 Units 6.72 1976 ITE Land Use - 7th Edition - o >o . o a-o.o .r- EUWr M ERVIL TVKXORK PLAN VIEW SrM�OWW PLiiICEMIENT OF - - .- i -'ti i =ZZI iLS7 A .i�llrlATf, M AO�ATE on aware CD-` UNDERDRAIN f� A.A�a OLA••, MEElNQ •• 6RMi11710N I�OVAIT$. *-0" NON -PERFORATED OUTLET WE FAaac,E OR TYPE tM: PPE Illfle fH • 5' CONCRETE .1 SIDEWALK ;X,*IS-T GROUND 1.1• 3:1 �' " VDOT 21 PLANTING TONE BASE STRIP EXIST. GROUND RIW 5' 6' 5' CONCRETE - SIDE ALK Z*/ST GROUND 1-•1• 3.1 �/ J " VDOT 21 PLAN TING / TONE BASESTRIP EXIST. GROUND 1 - -- 5 6' - 137' CIL 1 GRASS MEDIAN PER VDOT MS -2 TYPICI4L AS/TR.F ASE'C.r IV BE'LYE'I�E'RE' CIRCLE (SOUTH) N. T. S. w -s IS Of PAY FOR Klun.ET Fft TRIP or aw TOE OF FILL I illi OOitSP1ATlOf1 uNOH�aRA11i t r91Dwlot UNE91 EDiFE Or PAVEMSPIT OOIIBINATION UNDERRAN CD -2 ON FN"LS 1 •" TiunEi LMEs CENTER LIE SECTION I CON TYPE 1 NLECT MATEiMN.I r 3 EOOE OF PAVEML7IT .11 3HOUIM UNE TRENCH PLACEMENT TOE OF' FILL �t-PAY9ENT M1tIFAtf i BATE % LM7iAY FOR OUTLET O O O O e O e O 0 t- 9NN I1111 : - o >o . o a-o.o .r- EUWr M ERVIL TVKXORK PLAN VIEW SrM�OWW PLiiICEMIENT OF - - .- i -'ti i =ZZI iLS7 A .i�llrlATf, M AO�ATE on aware CD-` UNDERDRAIN f� A.A�a OLA••, MEElNQ •• 6RMi11710N I�OVAIT$. *-0" NON -PERFORATED OUTLET WE FAaac,E OR TYPE tM: PPE Illfle fH • 91100TH WALL PVC 103 0.163 •rt-PAAIl11W SWACK 6 OABE 9i1DOTH WALL PE 70 PSI •1•HL 70 P!1 tINAL • e O O O O O O o r-- 81>�1119 OR tLL1SPiT STABLaiO 9MA3aAaE I " ' :S"�4 + M100LIME_ KM I. HALL TtLCiOESCs' 0/• - HIC1CiE^5 Id7 AaaREOATE, tie A•OREOATtc OR t>1KiMIED tlila4 TE•TFA ACCORDNO TO ABiM D•24U AT 3X DEii'LfICC'r10N. CLAH18 MMTM til GRAVirION fKa N1911MM WA r-0' GENERAL NOTES t. TRF I wr H ANIII AW INNOUPLY NNO TAMPED TO APPROACH 9NJ16 PAVEMENT 2• 'r� %E PA '1'0 P 2 x Iia {311 111DLE31'9� TO 8E LOCATED T 19 TO QtM W0P -2 3. EONI CIDT-MI ]� BATE BABE MATdMAL TYCaE = 4. 011 $1811111111MAM SECTaENCL{ Mi TO 8E UtOER F]Rli PANOiEIf T AREA •'-O SIZE 110. = t•" i L OEM 1NITH OUTLET P11'E ON LAR ONLY. S. W W GTT TWO MMY FIM T ArW a +'-o" Aea+rE PLACE OF CD -2 UNDERDRAN16 AT •` > S&OM OUTLET FK ACRE TO Q BRIDGE APPROACH SLABS DT T EOSA I 7. E1�QJC1 W TO aE SLY ComCW = TO EW -Quit unm DRAW= pp CURB RAPS ARE TO BE LOCATED IIB SHOWN ON THE KM OR AS DIRECTED THEY AM E STAiCMD COMM"" l�IDERDRAIN (AT GRADE SAGS AND APPROACHES) LU 701 WLy am 118011109YAnm OF TRi•~ATCM � 2" SM -9.5 SURFACE COL 6" 21A BASE COURSE COMPACTED SUBGRADE ASPHALT PA VI N G - PA RKI N G SPA CES NO SCALE (10' WIDE) 3" CRUSHED SURFACE STONE PMAXIMUM DIA ETER STONE I 10/1 4" 21-A STONE BASE CLASS B TRAIL WAY DETAIL NO SCALE CG -6 CURB & C/L GUTTER " CG -6 CURB & 5' CONCRETE 2 SM -9.5 GUTTER SIDEWALK 11' 1/4 1' 1. 1' EX/ST. GROUND •� PLANTING 1- VDOT 21A 3" BM -25 6" 21B STT/P " VDOT 21 STONE BASE TONE BASE - 8' 10' - - - 10' EX/ST. GROUND PARKING TRAVEL LANE 60, TRAVEL LANE PARKING 6 5 R TYPICAL AS''TRE7E.7 AS7.F6yTIOJ � BE'LYE'I0E.RE' CIRCLE' (NORTH) >" = 5' vumu�bruu,,nuu,,,,,,n,„n. ��.�„�,- . u_ii .�. . �„_.�-o-�•••""`••`�a., I • • ......................................................................................._......,.,,..................................................... i• ♦ - CO -12 GENERAL NOTES- 1. THE DETECTABLE WARI11NE: 94ALL BE PROVIDED BY TRUNCATED DORIES. 2. OETECTABLE WARNING TO BE CLASS Ar3 CONCRETE (CLASS A-4 F MMAST) WI11H SLP RESISTANT NTEGRAL SLRFACE COVERNG THE FULL WIDTH OF THE RNP FLOOR BY 2 FOOT N TH M THtB ccTION OF PEREy� TRAVEL. OTTER TYPES TO MA wifll TMCE�iR DATED DOAES DETECTABLE z LAMMING WY CIE USED WITH THE APPROVAL OF THE 040MM TYPE A 3. SLOPM SIDES OF CU19 RNP MAY BE PW0X D NnNOUTtiCJLLY MNTHI RNP FLOOR at By USING PERMS9MLE cONSTRUC YNTii ROOtNIIED BARS. PERPENriDICULAR 4. F RNP FLOOR S PCAST SH{OICEAS 1��6T�B PNRQYD FQR _ RO T THAT ADJOeM10 RL R IY 1ER O PKCAST RAP FLOOR. MIBCAST COMMM 94AU K CLASS Aro. IMA 6. Kawg BARS ARE xPLACM r CENTER TO CDM �0 BOTHW O. D-00nN Of RAW FLOW O CONCRETE fim6e 8. CIMis / CURB AND GUTTER SLOPE TRAN91TKM ADJACENT TO CURB ARE NCUM N PAYMENT FOR C1RM/ / CURB AND CUTTER 16 TYPE B 7. CURB RAPS ARE TO BE LOCATED IIB SHOWN ON THE KM OR AS DIRECTED THEY AM E PARALLEL LU �BY ANT A C RE6ARp ESS NWIEM ��V�gWAYT�OOF �g Y FACILITY � . 11EY WT BE LXrINaTHBN PEDESTIMMIEIOSTf�il--_ALKS NYOR MAS SHOWN 0IOP NlET9. E C. PLANS OR AS � ROUTESTIC �ICAPojP M ,., •' ce Sv6swa�;t FACILITY TNACIYFM NO SLIP MWANT E APPROAQBDEt1iETH C0M=T%G �REO � * q. & WY IS ���� T C 71NiM 9& T OF F PERPTEIlOICULAR TO THE CIFI ATX )IC , SNE AS TOP OF C2111B 9. TE 4" HEEIII THE RAOrcAM{OT MrTICP TYPE CsTx-t W21411 c tNEAvr TORLICK WFOR PARALLEL & PERPENDICULAR 10' WHEN CU0 RAMPS ARE Ai WIDTH ALL K THE E NDTH OF THESSHI FUSE PPATH ATN. 1 •" - 2.4" TRUNCATED DOME C -C O O O O 0 0 0 0 0 0 • o 0 0 0 0 0 0 0 o a 0 a o y T t ",'� o o C C O° o C C o 0 o C C ,! oota00000ooa000 B . °'2" 0 0 0 0 0 0 00 0000000 - 85fC OF a1►sE DWETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 BABE OIAktTER VARIABLE 4' MLI M. TRU DOME PAY LNINTS DETECTABLE WARNING DETAIL T1 4 CG -12 DETECTABLE WARPNNG SLRFACEvewcam 110=07J51 GENERAL NOTES VVI DEPARTMENT OF TRA419PORTATON 5' CONCR SIDEWALK 1 :1' PLAN TING \ STRIP " VDOT 21.4 TONE BASE - 6' 5' 111111 I--- EXIST. GROUND OUND �\ 4 EXiST. GROUND 5' CONCREIF 1-•1' SIDEWALK EX /ST. GROUND PLANTING STRIP " VDOT 21 4- - 6' TONE BASE 1, EXIST. GROUND R/W �- . I I• I I _ 111,111111 • "I 41T A ®�& A F ���: < `® `® 1 !� I `, �` \•: I1 I 0_1%tt ;, - hi.���7_ M"I - 41 �� ' A ri;�� /ll��. Vii" + �IIII % i 100 _I� -� H,t • / . / ` ADT SUMMARY q/S�/ 1. BELVEDERE COMMUNITY AVERAGE DAILY TR/PS /y BASED ON 8.72 VPD/LNIT- ITE LAND USE CODE /220 (APAR7DIEN7) lam[/ 2. DRIVE AISLE ADT BASED ON 1976 (294x6.72) VDPA44 PARKING SPACES OR 3.63 ADT PER PARKING SPACE. SEE TABLE ON THiS SHEET FOR DETAILS 3 BELVEDERE CIRCLE ADrs BASED OFF THE FALLOMVI SOX OF DEVELOPMENT EXI7SItWERS WA BELVEDERE CIRCLE (SOUTH) (1976 ADTxO.50= 988 ADT) 33X OF DEVELOPMENT EXI7S/P'NTERS WA BELVEDERE CIRCLE (NORTH) (1976 ADTx0.33= 652 AD7) 17X OF DEVELOPMENT EXI7S/E7V7FRS WA FUTURE NORTHERN PROPERTY (1976 ADTxO.17- 336 AD7) ADDITIONALLY, 50X OF DEVELOPMENT IS ACCESSED WA BELVEDERE%C/RCLE (EAST) (1976 ADTx0.50= 988 ADT) L GEND MAIN PARKING DRIVE AISLES ii•" SM -9.5, 3. BM -25,6" 2iB BELVEDERE CIRCLE (SOUTH) 2" SM -9.5, 3" BM -25, 8" 21B BELVEDERE CIRCLE (NORTH) 2" SM 9.5, 3" 811 z5, 6.. zzA BELVEDERE CIRCLE (EAST) / z" SM -9.5, 3" SM -z5, 8" 2iA / NOTE: PARKING SPACES 2" SM -9.5, 6" 21A A 0 O SC T R. COLLINS2, U No. 35791 � ��o� igo • �SSIONAL EMO1 z O a oc U En LU 0 z O U) w W U) ZIUIU 0 0 H H W o"Ui (n O M O 0 -_ .1 1-1 M "4 N :;;r :;;r 0 ig N 'E O °'A•1 V _ t3 V) .-. >; tj ��n z 19 cn 0 1. z t3J !11111111111 a (7\ W r en h-4 IIIIIIIIIIIIIIIIIIIIIIIIII ONON t!) rVJ 1+ a It � z W U. U. O X WLL' N 0. _I W _J ^ > z O IIIIIIIIIIIIIIIIIIIIIIIIIII W U w 0_� �_ in 1--"i z L9 C/) W H W O V) a (..-Nv) E_ a E -4W , O v WW0 a Oq u � Qzf 00 x z c? w °La tW V CW Z 0C Z oW 1 11 1 o1 15 L" a L Q c W WUl W s y o W75 o 3• Hr E'' ° /� c LU °- , o. 1 i ; a Lt- ` d O I " a 4 x " c L J E0 W W E5 w CP a3 1J` > z W cj� Y W " i Z N WC5 C ' w -O W V) 0 W z N O J c o DC CIO W yC 4) o a01 U X: o n'a Ui > D J m c -U.0 " to � 4) 0Ui b r o rn W y N O Ui m ° W V) ti o )OB NO. 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E 092031 0E SCALE o as �m AS SHOWN -02 aq SHEET N0. `o 0.0 S-5d� N o H 3 HANDRAIL-, PRIVATE WALK OR LANDING TOP OF RETAINING WALL H W M 5'-0"MIN Z 1/2"THROUGH JOINT _ RISER g O O •,g v .;.� TREAD °m ••;•'. � #4 BARS (TYP) �G CONCRETE STEPS AND WALLS #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN E 1'-0"OC MAX SPACING DETAILS -SECTION A -A (li STEPS) �" ;• ORI LAND{NGLK ... SCALE: N.T.S. .. 8 m O 8 a .1 � TYP) 1 /2" THROUGH cc JOINt Lu 5 w J`~ rUv �� •w y ' 7 SIDE ELEVATION ry j4'-0' a w ` 4'-0" y —TOP ELEV. 458.0 11" STEPS TREAD 7" MAX STEPS RISER 6.42' ELEVATION TOP PLAN OF StDEWALK BOTTOM ELEV. 451.58 FRONT ELEVATION � HANDRAIL-� OF RETAINING WALL PRIVATE WALK OR LANDING --TOP 5'-O"MIN 1/2"THROUGH JOINT _ RISER -� TREAD #4 BARS (TYP) CONCRETE STEPS AND WALLS #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN DETAILS -SECTION B -B (11 STEPS) 1'-O"OC MAX SPACING PRIVATE WALK SCALE: N.T.S. 4 r' • • OR LANDING 1 Typ) 1�2" THROUGH J INT rev Cp•� •' SIDE ELEVATION 4'-0' 4'-0- — TOP ELEV. 458.0 11" STEPS TREAD I 7" MAX STEPS RISER J _ 6.42' ELEVATION TOP PLAN OF SIDEWALK I BOTTOM ELEV. 451.58 FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5-0"M!N 1 /2"THROUGH JOINT _ RISER TREAD ,Z #4 BARS (TYP) CONCRETE STEPS AND WALLS #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN DETAILS -SECTION C -C (5 STEPS) l'-O"OC MAX SPACING » PRIVATE WALK SCALE: N.T.S. 4 `• • • OR LANDING 1 TYP) 1/2" THROUGH ••;' JOINT G� 'o, � SIDE _ELEVATION j 4'-0" —TOP ELEV. 466.92 11" STEPS TREAD I 7" MAX STEPS RISER 2 92' ELEVATION TOP PIAN OF SIDEWALK BOTTOM ELEV. 464.0 FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5'-0"MIN 1/2 -THROUGH JOINT RISER _ TREAD #4 BARS (TYP) CONCRETE STEPS AND WALLS #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN DETAILS -SECTION D -D (6 STEPS) 1'-0"OC MAX SPACING" PRIVATE SCALE: N.T.S. `• OR 19 Tom') 1/2" THROUGH JOINT SIDE ELEVATION !� 4'-0" -I 4'-0" f� —TOP ELEV. 459.09 11" STEPS TREAD I7" MAX STEPS RISERjjfl P%_ 3.50' ELEVATION TO PLAN OF SIDEWALKP BOTTOM ELEV. 455.59 FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5'-O"MIN 1 /2"THROUGH JOINT RISER _ TREAD 4 BARS (TYP) CONCRETE STEPS AND WALLS #4 BARS EQUALLY SPACED : /2"R SLOPE TO DRAIN DETAILS -SECTION E -E (5 STEPS) 1'-O"OC MAX SPACING" VAT SCALE: N.T.S. ORI LAND I T(p) THROUGH %2" JOINT Vv � •r SIDE ELEVATION 4'-0" 1 4'-0" —TOP ELEV. 454.59 11" STEPS TREAD I 7" MAX STEPS RISER Ejjfl fl /.g 2' ELEVATION TOP T T] OF SIDEWALK BOTTOM ELEV. 451.67 PLAN FRONT ELEVATION HANDRAIL ::: TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5-0"MIN 1/2 -THROUGH JOINT RISER _ TREAD _p #4 BARS (TYP) CONCRETE STEPS AND WALLS #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN DETAILS -SECTION F -F (3 STEPS) 1'-o"OC MAX SPACING " LNG K SCALE: N.T.S. t• oRANDI • 1 Ty')1 /2" THROUGH ••�' JOINT 6� t� SIDE ELEVATION 4'-0 4'-0" —TOP ELEV. 439.89 11" STEPS TREAD I 7 7" MAX STEPS RISER 1.75' ELEVATION TOP OF SIDEWALK BOTTOM ELEV. 438.14 PLAN FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDINT5-0-MIN RISER 1/2 -THROUGH JOINT _ TREAD #4 BARS (TYP) CONCRETE STEPS AND WALLS #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN DETAILS -SECTION G.C. (7 STEPS) 1'-d"OC MAX SPACING " LANDINGLK SCALE: N.T.S.1 OR Typ) 1 NT THROUGH J `:. . ~ SIDE ELEVATION 4'-0" I f 4'-0" —TOP ELEV. 437.89 11" STEPS TREADI 7" MAX STEPS RISER 4.08' ELEVATION TOP OF SIDEWALK BOTTOM ELEV. 433.81 LAN FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5'-0"MIN RISER 1/2"THROUGH JOINT _ _ TREAD ` #4 BARS (TYP) # BARS EQUALLY SPACED CONCRETE STEPS AND WALLS 4 /2"R SLOPE TO DRAIN ' DETAILS -SECTION H -H (5 STEPS) 1 -0"OC MAX SPACING " OR LANDINGLK SCALE: N.T.S. 1 Typ) 1/2" THROUGH JOINT d SIDE ELEVATION 4'-0' f —TOP ELEV. 429.92 11" STEPS iREAD I7" MAX STEPS RISER 2.92' ELEVATION TO Of A1. OF SIDEWALKP BOTTOM ELEV. 427.0 FRONT ELEVATION BUILDING 3 AND 7: THREE—STORY VIEW L BUILDINGS 3 AND 7: FOUR—STORY VIEW BUILDING 8: THREE-STORY VIEW BUILDING 8: FOUR—STORY VIEW BUILDINGS 9 AND 10: THREE—STORY VIEW 14 ,-S 1/2" LOFT LEVEL 33'-6 d/4" 3- FLOOR 23`-0 2" 2- FLOOR id -6 214" isr FLOOR o' -o" TERRACE LEN 4 .S 42., LOFT LEVEL 31'-6 314" 3- FLOOR 21'-O 112" 2ND FLOOR SO' -61/4" sn FLOOR )"TERRACE LEVEL 41'-S 112" LOFT LEVEL i'-6 " 3- L OR 21'-O 2" 2No FLOOR io'-6114" 1sr FLOOR o' -o" TERRACE LEVE 2" LOFT L L -W-6 3N°FLOOR 21'-0 2" 2- FLOOR to' -6 ile = FL50"R o' -o" TERRACE LEVEL 41'-S 1/2" LOFT LEVEL 31'-6 314" 3ND FLOOR 21'-0 Ile 2- FLOOR io'-61/ " o' -o" TERRACE LEVEL r SCOTT . COLLINSZ No. 35'791 Ao 6.3-x° Z E U O O U) z1 a o� U) W ce !1J O► O H W M O Z � E O g O O N/A °m w �G U E O W� S-6 ... zJ 0 a .. G 8 m O 8 a z O j cc LLI � Elul Lu 5 w J`~ ' 7 cu a w !1J O► O Q N M O ErmtV w � N 0 w c**4 CV lu 4-41 cn yj z 15 CL W U) J z U. W cL L a U z sW I..L. 1,"i Q W W a W J W CIDQ W LW UI I W ce W F_ O a JOB NO. z (71, 092031 M ErmtV w SCALE N 0 w c**4 CV N/A °m w cn w SHEET NO. O W� S-6 x U 1 W ,W W C/1 0 Jcoo w J`~ ' 7 0 00 z 15 CL W U) J z U. W cL L a U z sW I..L. 1,"i Q W W a W J W CIDQ W LW UI I W ce W F_ O a JOB NO. j 092031 vo Z 0 9 C SCALE N/A °m a c SHEET NO. c S-6 am �3 BUILDINGS 9 & 10: FOUR-STORY VIEW BUILDING 11: THREE-STORY VIEW L BUILDING 11: FOUR-STORY VIEW CLUBHOUSE- NORTH VIEW CLUBHOUSE- WEST VIEW 1 f:. ". . »: -.R Fa.9[.1: x S�un3::a2,✓r,:�f 'v :...✓.f ,t "aT". "F'.: CY L:�.KAn'!R•.]'�.:iF�� bT�b'1."!h.` '' P 1rG CLUBHOUSE- SOUTH VIEW V-2212" 3ND FLOOR 25'-C 2ND FLOOR W -o" BASEMENT 6'-2 2" 3ND FLOOR 2 -O a►a FLOOR 111-10 " isr F! W -o" BASEMENT ■t■1 i %�Ti'.016wV @!L�'::•5'..TC'��`h`i.Y.:i�lf L:'rc-ti >.: - -. _fi .i �.�.L,.. .�_.... .::fu .....,'._�✓ :L:i�:':.Ow u f._-...� <� 2C[ ..Y J^_:':+i•«3D H bvx::tyP.: ,:: CLUBHOUSE- EAST VIEW 1'- 2" LOFT LEVE 1'3 6 314" 3+D FLOOR 21'-0 2" 2- FLOOR io'-6 isT FLOOR o' -o" TERRACE LEVE BUILDINGS 9 & 10: SIDE VIEW 4:e-5 �/2" LOFT LEVEL 1'-6 " arm FLOOR 21'-01%2" 2ND FL50-4 id -6 447 UTFLOOR o' -o" TERRACE LEV 4-1 LOFr 23'-6 ale 3- FLOOR 21'-0 312" 2- FLOOR 1o' -61J4" 2sr FLOOR o'-o"TERRACE LEVEL BUILDING 11: SIDE VIEW BUILDING 11: SIDE VIEW PRIVATE WALK OR LANE 1/2"THROUGH JOINT ,#4 BARS EQUALLY SPACED 1'-0"OC MAX SPACING CONCRETE STEPS AND WALLS DETAILS -SECTION Q -Q(6 STEPS) SCALE: N.T.S. ry $IDE ELEVATION 4'-O"_l V 11 STEPS TREAD PLAN TOP OF RETAINING WALL �- RISER 1 7" MAX STEPS RISER 3.50' ELEVATION TOP OF SIDEWALK— #4 BARS (TYP) /2"R, -SLOPE TO DRAIN •1/2" THROUGH JOOINT 4'-0" TOP ELEV. 437.0 ELEV. 433.50 or," T 01! � SCOTT COLLINS'.Z No. 35791 ,a Is, E�Oti z O U U) ui z O y w ix zLu 0� m U) m W ce HANDRAIL Ln PRIVATE WALK OR LANDING TOP OF RETAINING WALL IN ' a 1/2"THROUGH JOINT _ RISER ¢ J E 0-0 Z F O > O LLJ M w .g • -$ TREAD o r rC v O Z N c #4 BARS (TYP) w CONCRETE STEPS AND WALLS #4 BARS EQUALLY SPACED : /2"R SLOPE TO DRAIN 1'-0"OC MAX SPACING SHEET NO. DETAILS -SECTION I -I (2 STEPS) . - OR LAE WALK SCALE: N.T.S. THROUGH ,.� N .' JOINT SIDE ELEVATION 3 a � 4'-0" —TOP ELEV. 437.0 11" STEPS TREAD I 7" MAX STEPS RISER � 1.17' ---- — ELEVATION TOP PLAN OF SIDEWALK BOTTOM ELEV. 435.83 FRONT ELEVATION i HANDRAIL -7 — k 1 PRIVATE WALK OR LANDING ` TOP OF RETAINING WALL 5'-0"MIN 1/2"THROUGH JOINT � _ RISER " r . , -� TREAD `. #4 BARS (TYP) #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN CONCRETE STEPS AND WALLS 1'-0"OC MAX SPACING DETAILS -SECTION XJ (15 STEPS) » RIVATE WALK OR LANDING SCALE: N.T.S. 1 TYP) 1/2' THROUGH '•;' JOINT r�� � SIDE ELEVATION 1 -0" 4'-0" 1 I ( 4'-0" I —TOP ELEV. 444.0 11" STEPS TREAD 7" MAX STEPS RISER 4 8.75' ELEVATIONPLAN TOP OF SIDEWALK BOTTOM ELEV. 435.25 FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5' -0 -MIN 1/2"THROUGH JOINT _ RISER TREAD • � #4 BARS (TYP) #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN CONCRETE STEPS AND WALLS 1'-O"OC MAX SPACING PRIVATE WALK DETAILS -SECTION K K (9 STEPS) r• • • OR LANDING SCALE: N.T.S. 1 TYP> 1/2" THROUGH JOINT ry SIDE ELEVATION I 4'-0" I 4'-0" f� — TOP ELEV. 448.0 i1" STEPS TREAD) 7" MAX STEPS RISER f 5.25' ELEVATION TOP PLAN OF SIDEWALK BOTTOM ELEV. 442.75 FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5'-0"MIN 1 /2"THROUGH JOINT _ RISER TREAD .g -E #4 BARS (TYP) #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN CONCRETE STEPS AND WALLS 1'-0"OC MAX SPACING" PRIVATE DETAILS -SECTION L -L (9 STEPS) ` • • DINGLK SCALE: N.T.S. 1 TYP) 1/2" THROUGH ' 4 ; JOOINT rev SIDE ELEVATION ti I4'-0" 4'-C)" 1 —TOP ELEV. 442.75 11" STEPS TREAD I 7" MAX STEPS RISER 5.25' ELEVATION TOP PLAN -� } OF SIDEWALK�i � BOTTOM ELEV, 437.50 FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5'-0"MIN 1/2"THROUGH JOINT RISER '-" TREAD h #4 BARS (TYP) CONCRETE STEPS AND WALLS OC MAX SPACINGACED /2"R SLOPE TO DRAIN 1'-p DETAILS -SECTION M -M (2 STEPS) is ; • ORI LANDITE NGLK SCALE: N.T.S. I TYP) 1 /2" THROUGH JOINT ry� SIDE ELEVATION 1'-0" + j I 4 -0" I 1 4'-D" _ —TOP ELEV. 447.95 11" 7" MAX STEPS RISER STEPS TREAD I 1.17' ELEVATION TOP PLAN OF SIDEWALK--jBOTTOM ELEV. 446.78 FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5'-0"MIN 1 /2"THROUGH JOINT --N, RISERTREAD -s ' #4 BARS (TYP) #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN CONCRETE STEPS AND WALLS 1'-0"OC MAX SPACING • PRIVATE WALK DETAILS -SECTION N -N (13 STEPS) is • - OR LANDING - SCALE: N.T.S. ' 1 TYP) 1/2 THROUGH ' JOINT e ry�Q- � y • SIDE ELEVATION 1 4' -O - _l I 4'-0" All— —TOP ELEV, 456.0 11" STEPS TREAD'7" MAX STEPS RISER 7.58' ELEVATION TOP OF SIDEWALK BOTTOM ELEV. 448.42 PLN FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5'-0"MIN 1/2"THROUGH JOINT RISER - TREAD ;g #4 BARS (TYP) M1 #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN CONCRETE STEPS AND WALLS 1'-0"OC MAX SPACING " WALK DETAILS -SECTION O -O (18 STEPS) • • ORLANDING SCALE: N.T.S.1 TYP) 1/2" THROUGH JOINT r' ti ~ SIDE ELEVATION 1'- 4 -0" I 4'-0 I (� — TOP ELEV, 454.22 11" STEPS TREAD I�---- 7" MAX STEPS RISER 10.50' ELEVATION TOP PLAN OF SIDEWALK BOTTOM ELEV. 443.72 FRONT ELEVATION HANDRAIL TOP OF RETAINING WALL PRIVATE WALK OR LANDING 5'-0"MIN 1 /2"THROUGH JOINT RISER - TREAD #4 BARS (TYP) #4 BARS EQUALLY SPACED /2"R SLOPE TO DRAIN CONCRETE STEPS AND WALLS I'-O"OC MAX SPACING DETAILS -SECTION P P(15 STEPS) s• • - OR LANDLK LANDING SCALE: N.T.S. 1 TYP) 1/2" THROUGH JOINT v Ov J SIDE ELEVATION 1._ .. 4'-0' 1 4'-0" 1 —V - —TOP ELEV. 476.0 11 STEPS TREAD { 7" MAX STEPS RISER 8.75' ELEVATION TO ELAN OF SIDEWALKP BOTTOM ELEV. 467.25 FRONT ELEVATION BUILDINGS 9 & 10: FOUR-STORY VIEW BUILDING 11: THREE-STORY VIEW L BUILDING 11: FOUR-STORY VIEW CLUBHOUSE- NORTH VIEW CLUBHOUSE- WEST VIEW 1 f:. ". . »: -.R Fa.9[.1: x S�un3::a2,✓r,:�f 'v :...✓.f ,t "aT". "F'.: CY L:�.KAn'!R•.]'�.:iF�� bT�b'1."!h.` '' P 1rG CLUBHOUSE- SOUTH VIEW V-2212" 3ND FLOOR 25'-C 2ND FLOOR W -o" BASEMENT 6'-2 2" 3ND FLOOR 2 -O a►a FLOOR 111-10 " isr F! W -o" BASEMENT ■t■1 i %�Ti'.016wV @!L�'::•5'..TC'��`h`i.Y.:i�lf L:'rc-ti >.: - -. _fi .i �.�.L,.. .�_.... .::fu .....,'._�✓ :L:i�:':.Ow u f._-...� <� 2C[ ..Y J^_:':+i•«3D H bvx::tyP.: ,:: CLUBHOUSE- EAST VIEW 1'- 2" LOFT LEVE 1'3 6 314" 3+D FLOOR 21'-0 2" 2- FLOOR io'-6 isT FLOOR o' -o" TERRACE LEVE BUILDINGS 9 & 10: SIDE VIEW 4:e-5 �/2" LOFT LEVEL 1'-6 " arm FLOOR 21'-01%2" 2ND FL50-4 id -6 447 UTFLOOR o' -o" TERRACE LEV 4-1 LOFr 23'-6 ale 3- FLOOR 21'-0 312" 2- FLOOR 1o' -61J4" 2sr FLOOR o'-o"TERRACE LEVEL BUILDING 11: SIDE VIEW BUILDING 11: SIDE VIEW PRIVATE WALK OR LANE 1/2"THROUGH JOINT ,#4 BARS EQUALLY SPACED 1'-0"OC MAX SPACING CONCRETE STEPS AND WALLS DETAILS -SECTION Q -Q(6 STEPS) SCALE: N.T.S. ry $IDE ELEVATION 4'-O"_l V 11 STEPS TREAD PLAN TOP OF RETAINING WALL �- RISER 1 7" MAX STEPS RISER 3.50' ELEVATION TOP OF SIDEWALK— #4 BARS (TYP) /2"R, -SLOPE TO DRAIN •1/2" THROUGH JOOINT 4'-0" TOP ELEV. 437.0 ELEV. 433.50 or," T 01! � SCOTT COLLINS'.Z No. 35791 ,a Is, E�Oti z O U U) ui z O y w ix zLu 0� m U) m W ce O� LLJ O O M O M z 0.. W ,H V J Q Z '` U. x W j a. 0 U Z SW i� L.L. Q �W L.L. W W J MW W W �W W Li. TW it O n- JOE! NO. Ln cn 1E Z ' a SCALE z W3 Z (A w ¢ J E 0-0 Z F O > O LLJ M w O D 8 a w o r rC v O Z N c w M SHEET NO. c 3 a � O� LLJ O O M O M z 0.. W ,H V J Q Z '` U. x W j a. 0 U Z SW i� L.L. Q �W L.L. W W J MW W W �W W Li. TW it O n- JOE! NO. E u 092031 1E •� ' a SCALE N/A 0 a w �3 c v SHEET NO. c 3 �---- Concrete Trail 4'Plaza Bench Stonewear Fountain, Model# S24DPA72 Scored, Tinted Concrete Plaza (Match Pool Deck) Park Plaza (1 "=5'-0" Childrens, Pool, see Vendor for Construction Details Swimming Pool, see Vendor for Construction Details Pool House and Arbor, see Architecuturals for Details Masonry Retaining Wall with 12" Concrete Cap To Match Building Foundation Hot Tub, see Vendor for Construction Details Scored, Tinted Concrete Pool Deck 36" Black Aluminum Pool Fence 48°' Coated Chain Link Fence for Tot Lot Pool Deck (1"=10'-0"' Striping for Sport Court 10' Coated Chain Link Fence Sport Court, see Slab Cross Section Detail Open, No Fence Play Court (1 "=10'-0" Concrete Specification Notes: 1. Concrete Minimum Thickness -- 4 inches. 2. Concrete Strength -- 3,000 PSI. 3. Rebar - #4 on 24" Centers each way, tied and elevated to center of slab. 4. All post and sleeves wrapped by ##4 Rebar. 5. Concrete Finish -- Light Broom. 6. Saw cut joints on 15'-0" centers within 24 hours of the pour depth of cut to be 20% of thickness. If 4" thick, then cut 4"deep. 7. Grading -- Maximum I% slope (1" Vertical fall for every 10' Horizontal) Slab Cross Section S mivea ere Lana scape ana r-lara scape %-5p ecs W Area,rte Specification Alternatives Q uantity Overall King Luminaire: Pole (14111-90RF -.. c PEWAIR 11583 000 0 15), Fixture (KA29-8r2) None aaoo 3HP WF" WHISPERFLO PJWW/-1 EgM, BASKET FOR SPA RECIRUt"ON ANC PC 0L =EATURE 1 0000 i 160332 P520:CARTRI GE FJLTER FoR SRA pLTRATKW 1 4. I I ° www. land scapeforms. 46377X 4 ° } com 7 IZO MOSID OKOWMATM#011 SPASA ITATION Global Industrial Outdoor Metal Q I ` ° a I i F -OXO T+466W- G1 4 .° lReceptacle 1 3 U-3 ALROMATIC 5URFA4:5KIMM;'OR PODL:ANP P. WRf Aa.q EAt4j 1G 11" .X 12-' V'138 COMPLIANT MAIN MAFT3fRAMEAND ORATE FOR POOLA14D SPA VORAPPROVED Et, UAIJUR FrTIAG FCM PWL..MbVA 2 tAloht`_n�t • . V .I V V M • ° VGB APPROVE0 VACUUM PLUG TR POOL AND SPA 2 Commercial Eft. f 1MV LIGHT FOR MO Belson Outdoors Rectangular Regal rectangular 78 MM 1 { 0 00 Pedestal In -ground 0 00 ground mount, 72" (Model P6-1) Mount, Black 000 0 Mail Kosk See Architecturals` 00 0 0 Henderson 7' Pressure Treated Privacy Fence with 1' lattice; 2 At swin in gates 1,Submittal 1 575' Seed when seasonally applicable. Due to phased construction, include an Seed/Sod allocation for 40,000 sf for sod. ClubhouseI;! —wtw---w w - ---w w — w w — w W/— w — w W W w w w---w� �---- Concrete Trail 4'Plaza Bench Stonewear Fountain, Model# S24DPA72 Scored, Tinted Concrete Plaza (Match Pool Deck) Park Plaza (1 "=5'-0" Childrens, Pool, see Vendor for Construction Details Swimming Pool, see Vendor for Construction Details Pool House and Arbor, see Architecuturals for Details Masonry Retaining Wall with 12" Concrete Cap To Match Building Foundation Hot Tub, see Vendor for Construction Details Scored, Tinted Concrete Pool Deck 36" Black Aluminum Pool Fence 48°' Coated Chain Link Fence for Tot Lot Pool Deck (1"=10'-0"' Striping for Sport Court 10' Coated Chain Link Fence Sport Court, see Slab Cross Section Detail Open, No Fence Play Court (1 "=10'-0" Concrete Specification Notes: 1. Concrete Minimum Thickness -- 4 inches. 2. Concrete Strength -- 3,000 PSI. 3. Rebar - #4 on 24" Centers each way, tied and elevated to center of slab. 4. All post and sleeves wrapped by ##4 Rebar. 5. Concrete Finish -- Light Broom. 6. Saw cut joints on 15'-0" centers within 24 hours of the pour depth of cut to be 20% of thickness. If 4" thick, then cut 4"deep. 7. Grading -- Maximum I% slope (1" Vertical fall for every 10' Horizontal) Slab Cross Section S mivea ere Lana scape ana r-lara scape %-5p ecs W Area,rte Specification Alternatives Q uantity Overall King Luminaire: Pole (14111-90RF -.. c PEWAIR 11583 Lightin 15), Fixture (KA29-8r2) None 83 3HP WF" WHISPERFLO PJWW/-1 EgM, BASKET FOR SPA RECIRUt"ON ANC PC 0L =EATURE 1 72" Scarborough 160332 P520:CARTRI GE FJLTER FoR SRA pLTRATKW 1 Bench, Black. 1433-16 .. X SMD PILTffi MR t2gI ALTRA►T[t IN 6' Steel Power -Coated Bench www. land scapeforms. 46377X Benches (Model SPC74), Black. com 7 IZO MOSID OKOWMATM#011 SPASA ITATION Global Industrial Outdoor Metal Oakley Standard 81-.1215 HC -3315 EROSION CHLORINATOR FW POOL SANITATION Waste Receptacle - 24 Gallon, Outdoor Waste F -OXO T+466W- Trash Cans Steel, Black lReceptacle 1 3 U-3 ALROMATIC 5URFA4:5KIMM;'OR PODL:ANP P. WRf Aa.q EAt4j 1G 11" .X 12-' V'138 COMPLIANT MAIN MAFT3fRAMEAND ORATE FOR POOLA14D SPA VORAPPROVED Et, UAIJUR FrTIAG FCM PWL..MbVA 2 tAloht`_n�t • . V .I V V M • W40 MP VGB APPROVE0 VACUUM PLUG TR POOL AND SPA 2 Commercial Eft. 1MV LIGHT FOR MO Belson Outdoors Rectangular Regal rectangular 78 MM �Ot , ATT 120V UGif r FCIR SPA Glossy Plastisoi Coated, Black, In- Pedestal In -ground Picnic Tables ground mount, 72" (Model P6-1) Mount, Black 3 Mail Kosk See Architecturals` Henderson 7' Pressure Treated Privacy Fence with 1' lattice; 2 Trash Compactor Screen swin in gates 1,Submittal 1 575' Seed when seasonally applicable. Due to phased construction, include an Seed/Sod allocation for 40,000 sf for sod. ClubhouseI;! INS rolVendor: ADI Pool and Spa. Contact: Mark Voigt, mvoigt@3dipoolanet, Swimming Pool (336)674-7665 Pool Deck Concrete, scored, tinted to complement masonry foundation. Brushed finish. Fence Henderson 36" 400 Series ISubmittal 1 340' Match masonry foundation walls, cap with 12" concrete with minimum 2" Retaining Wall overhang Tot Lot Vendor: Miracle Recreation Equipment Company. Contact: Charles Taylor, (800) 286-9693. Include play structure and 2 riders/bouncers and Tot Lot sandbox. Tot Lot Fence 48" Coated Chain Link Fence, black 188' Park I: mil SINCE I MOWN Southwest Greens of Virginia (804) gill True Green Sports, Putting Green 640-1050 LLC (301) 990-7300 400 sf Any modifications to be approved by See www.bocce.org for Court Cathcart Bocce Court Design standards. Construction. 10140' Trail Concrete. 5' wide 48" Scarborough Bench, Black. 4' Steel Power -Coated Bench www.landscapeforms. Plaza Benches (Model SPC48), Black. lcom 14 Plaza Concrete, scored, tinted to complement masonry foundation. Brushed finish. Stonewear Fountains-- Seattle S24D with 72" Laza Bowl w/ Fountain Blossom Jet (Model# S24DPA72) Submittal 12 Dia. Sport Courtw gq Material Concrete, see Slab Cross Section detail. Vendor: Miracle Recreation Equipment. Devonshire/Wexford Goals Goals. Submittal 2 PA. Box 327, iI r4c 27233 Phones (336) 6744775 A� SPA wvjrw:adwo+ols.�tet POM iE1VEDEttE ARAR't1iAB�:: �Hf�Rtol T'6SYIt{.�;1/A o�Tu O SCOTT COLLINS N 35791 4�. AOA �'sIONAL E�O� Z 0 C UJ 0 Z 0 En W Z � a 00 H H W ce W 092031 Crla� QTY. MANtJfACIuiER MoW"# 1:1113110111 2 PEWAIR 11583 3HP WFE-12.WHIISMIFLO P-UVP'.W/ 1 EXTRA. BMET FOR FM RECIRCULATION AND SPA JET 2 PENTAIR 1,151:1 3HP WF" WHISPERFLO PJWW/-1 EgM, BASKET FOR SPA RECIRUt"ON ANC PC 0L =EATURE 1 P.ENTM 160332 P520:CARTRI GE FJLTER FoR SRA pLTRATKW 1 PEW�'/I4fR 1433-16 .. X SMD PILTffi MR t2gI ALTRA►T[t IN 1 PEi1TAIR 46377X 250K BTU MASM7EW C-iS HEATER FOR 'SPA HEAT 1 PE-i4'i'AUR: Rincig z IZO MOSID OKOWMATM#011 SPASA ITATION 1 PENTAIR 81-.1215 HC -3315 EROSION CHLORINATOR FW POOL SANITATION 1 1 fi 1 BLUj~11l141TE BLUC�WHITE PENTAIR F -OXO T+466W- 9PA KM# ETEN POOL Mow AUT5WA- 1C it A- ER.53-NTi D97M F0R:PC OL AM,SPA TBD1 TBDI T8DI PENTAIR HAYWARD PENTAIR 08650-1404 W61032. 503300 U-3 ALROMATIC 5URFA4:5KIMM;'OR PODL:ANP P. WRf Aa.q EAt4j 1G 11" .X 12-' V'138 COMPLIANT MAIN MAFT3fRAMEAND ORATE FOR POOLA14D SPA VORAPPROVED Et, UAIJUR FrTIAG FCM PWL..MbVA 2 14AYWARD W40 MP VGB APPROVE0 VACUUM PLUG TR POOL AND SPA 2 0E 1MV LIGHT FOR MO 1 PEMTAIR 78 MM �Ot , ATT 120V UGif r FCIR SPA o�Tu O SCOTT COLLINS N 35791 4�. AOA �'sIONAL E�O� Z 0 C UJ 0 Z 0 En W Z � a 00 H H W ce 0 N v -4 9-4,9-t M � N v 3 �o L9 7 O M N m d - W N WN N W 092031 ZV)I� a g SCALE a AS SHOWN 0 Z C V O C J� a [� S.. 8 LU U � U c 7 M Z J U Ice a o O cc a o Z O � Mo W LnLU I ail C.W. 0 N v -4 9-4,9-t M � N v 3 �o L9 7 O M N m d - W N WN N Z 4. LLJ H V) J Q Z LVL W J 0 U I— Z w CL Q t.IJ rlJ W a W W Ca Q w ce Ui U w Tw i W 0 a ,r 49- Z a JOB NO. W 092031 ZV)I� a SCALE a AS SHOWN 0 C V O C J� o [� S.. 8 w Jw w 7 W Mo W Z 4. LLJ H V) J Q Z LVL W J 0 U I— Z w CL Q t.IJ rlJ W a W W Ca Q w ce Ui U w Tw i W 0 a ,r 49- Z a JOB NO. E r 092031 a SCALE a AS SHOWN C V O C SHEET NO. o [� S.. 8 a o N N y O FF 466.48 �— — -- — i t i i C _ W P 4 �.00 ++ M I 1� f .10 / I i 56 \ 1 1 / 4 't / 465: G f 9 I �P \ 4. 4 8�5 y 1 p j / fi .O E f 3 G 4 f • E t 4 .8 E6� f s 4 .� PG \ 1 f 59 t{ f � I i. 1: i I 0.6 k 1 5'. { 6 5' I i:. F � I / I 4 `b H 0 /� ° SC T R. COLLINSDZI POOL DAT/ -1 - \ - 0 No. 35791 . KIDDIE POOL DATA 158 LN FT PERIMETER \ C, 55 LN FT PERIMETER ONAL E \ � � � � p 1,952 FT SURFACE AREA 242 FT SURFACE AREA ° D SPA DATA D 0 D p. 53 LN FT PERIMETER 225 FT SURFACE AREA O D 60 P o Duj ° 6"X6" WATERLINE TILE SITTING POOL CAP BY GC /-CAP BY GC D EXTERIOR TILE FINISH BY SPC // WATER LEVEL �r— D ,� 1,y D T- 1 ,-2» DECK BY GC I .� 1 1_ EXTERIOR SPAD / PLASTER FINISH TOT LOT D E TA I L 1 _-Ilg 04` �• TILE BY SPC ° WATERPROOFING BY SPC SCALE: 1"=5'. GRADE 60 #3 REBAR 12" OC POOL SITTING POOL D HORIZONTAL AND VERTICAL U) SITTING POOL STAT W 6 SPILLWAY 5 z I< -- SCALE: 1 /4" = V-0" SP 1 SCALE: 1/2" = 1 '-0"SP 1 REDI-ROCK RETAINING WALL 0 ��'�1°ISal� (AT HIGHEST POINT AND CLOSEST PROXIMITY o H WHEN ARE INLINE DRAINS USED? HANDICAP SIGN HANDICAP SIGN sy ytlyfytylYtl ,,y■ytlltly,y*yyy! `[yNyM yTyryeyly�y_y.6 y�y yry.y.yfq yf ys y/yftifyli a TO ADJACENT PROPERTY) m (n LOCATION (VAN) LOCATION r r■r•r r r r r r•4• r r r r r r.r.r r.r•r r r r•r•r•. J THE INLNEDRAIN CAN BEUSED TOENTERAN THE ALINE DRAIN CAN BE USED AT 11 {; r':f;ftijtir}r;rtirtia �Qr' No. r5 $tom ;■'ti•'�'ti"�'ti'YL•ti•S•�•ti-ti F- J Min 12 r.�,r•r r.�.r.r•r•�.r r.tl Q L, •. •f •1•S•ti■`r•ti■ti•4•�r•~•■ 4 ti•4•ti.ti•ti.ti. �.g ti•S■ 4• SEPARATION DISTANCES: DUSTiNGLINEBYUSEUFARI3EfiAMATEE !/ /�THEBEOINNINGOFADRANLIAE VDOT .STD. CG -12 ��rti'•'""L:tir■ti:�::,:'•:���:'ti"�.+.ti.'r.++..ti•+.+++.�.* •r■:YtirL:ti:t�':'�?4:'s�+•Sri1 __j Y 2 ROWS GRADE 60 #3 REBAR RAMP 1111111119111 1 J U EXTERIOR TILE 12" OC AT COMMON WALLS __ , FACE OF WALL (BOTTOM) -P/L=9-1 < Q > STONE CAP BY ADI WATERPROOFING AT POOL/SITTING RISER '�' 1 ' r, FINISH BY SPC POOL COMBO WALL I SIDEWALK ;f FACE OF WALL (BOTTOM) -EDGE OF BACKFILL=B -5 LL_ LL_ W O °�6 �' FACE OF WALL (BOTTOM) -FACE OF WALL (TOP)=4'-2" SITTING POOL XTERIOR TILE FINISH TO MATCH WATERLINE _ U Uce WATER LEVEL 1-gtl 6"x6" WATERLINE FACE OF WALL (TOP) -EDGE OF BACKFILL (TOP)=4'-3j" f �. Q o g 1-2 1,_Btl TILE BY SPC 1 - 1,-gtl WATER LEVEL +— TM , TYPICAL INSTALLATIONS 10 111NE0tWH + " La_ w aruNaA�v NUNED?tNN ��� FACE � EDGE OF BACKFILL (TOP)-P/L=0 -8 r OF CURB PROPERTY IOLINE 1 1g• 1,-6. TYPlIN INSTAIIATIONOF i 1tORUNBASIN r �`� ,N�NENRMNBaaNANO / P/L-FACE OF WALL (TOP)=4'-11j" INSTALL FILTER FABRIC GRADE 60 3 REBAR 12" OC 1, 8' VARIABLE ELEVAnON INLETADAPTERS 18' CA4 BE PUT ON 41 Redi-tick Unit STONE AND TOP SOIL z w Lu # '► -� •rNLNEDRAIN SEE DETAIL ON LTH ST TOP BETWEEN BACKFILL z z HORIZONTAL AND VERTICAL C O FW AU PUI C PPIN3 AMANABLE 4" Dia. Perforated brain Pipe SHEET HA N D RAi L 4s o o c SITTING POOL ALLF��N3TE1 4 w POST DETAIL C" M SCALE: 1/4" = V-0" S P 1 WHEN ARE DRAIN BASINS IiSED? PAIN 4 w > > > f.I tC�N1�EPN+E 4" PAINTED Q 00 o O o I:pNNOEEi'rAnON 2CHMIOEDIAMEM PER VDOT STRIPE Own �o � 1e� �1 O'C' SEE DETAIL ON THIS 4:auNBEDEIEcnoN SPEC. ( g' I 8' ( 9' I Knotch Out Block - Drain to D I' t (TYPICAL °�` REDI-ROCK SHEET FOR 18" HIGH x41 " SEE DETAIL ON THIS z a �� POLYPIPE t MIN. MIN. T MIN -1 SHEET FOR 18' HIGH x41 o z A• LONG REDI-ROCK MIDDLE UNIT ►-• W W DRAIN DETAIL EXTENTION COLLAR I I O WEIR - 7 ACCESSIBLE SPACES (TYP.) LONG REDI-ROCK z a a N ~ W W ~ COPIN OOL DECK — ) PLANTER UNIT > HANDICAP PARKING SPACE DETAIL (Not �° S`°`'e? W WATER LEVEL AT CONCRETE ENCASEMENT v11DK1!a,z.WR 111:,:L. -.,n iUMst, XA itTeDaL t4a"tM NOTE: 16 SETBACK #51 STONE. 12" D.i W * � FOR PLANTER w w CENTER OF TILE au .. =:-.A I : Itsar:cr NO SCALE 1CP1 Knob CONTRACTOR SHALL CONSTRUCT BLOCK , 1 MIN. BACKFILL SKIMMER BASKET "Wa 1 -►un SPFIYTr'RA'T"DAFT tUIE NNYat1 a � "m al6,0 I EQUALIZER VALVE I I eau, w -MI ■•Io-owwly�j■'y�,• 2" PVC TO Ij AVAILABiEiVSI21~c8'THROLGH3N.:w`:.:+r.n:�,r111:;Y-.;�;w,rraua,;Y IFp� �M ^�+"� I (Z Per mit) THE RETAINING WALL SUCH THAT IT 6 I �o4' D. DRAIN piaE c��u 7r: /.T 'a-IY ';Wd-1:T111••.f.Yi pIM1LlM111�•I OWY IYHk EQUALIZER LINE WITH GRATE. EQUALIZER LINE FOR �4" SUPPLY RECIRCULATION SYSTE PlAf�11VNF't31Yt 4•IHRUU(ih80'. sm rur.wrulnrneti-r.m--+otre •�It W. r•>DTM+ar�rsr�u1111mopre,w DOES NOT DISTURB THE ADJACENT DRAIN TO DAYLIGHT. �p 4' LAYBACK QUALIZER FITTING WITH GRATE'•" �''� ,•� • Fes+ +Qr o1laAo•*+ "Of REDI-ROCK TYPICAL P NTERWALL KIDDIE POOL STUBBED UP INTO FLOOR RETUR PROPERTY. ANGLE (TYP.) WEEPHOLES 40' O.C. z" PVCL 41" GRAVITY BLOCK AUTOF LL 1 KIDDIE SKIMMER DETAIL •°""""°"°'��" 1 " SETBACK BETWEEN COUNTERSINK BOTTOM ....». .,.. N.1� ,.aw0,.1Namt�'p,. FACE OF WALL AT BLOCKS (TYP.) BLOCK 12" BELOW SCALE: 1/4" = 1'-0" SP2 SCALE: 1/4" = 1'-0" SP2 NYLOPLAST DRAIN BASIN 7.s 1 20� ls:sr BOTTOM SHALL FINISHED GRADE & ANCHOR s . so r.rs 73Se' _�. ABUT SIDEWALK 41 " (TYP.} 1 1 INTO CONIC. SIDEWALK 1 r°° �'0 I COMPACTED VDOT11 1 12 1 23.TS 10.6 ' tN1FATwe�twatar:aBN +• .e' •K1D2os tLrool"e STD. #21 A STONE. 48" MIN - i tTwEa,o �° 1-1/2" Setback MIN. 12" LEVELING PAD rn 5 2 145 10Q 3T.5D 19.75' O O O LE: \` to tae 9e.�s 15.62 A W o CD CD CD 7 2 q.s tM 44p� 1s.SY _ I'- CD \ \ \ WATER LEVEL AT \ ) 1-4 17_�7j r -I f-1 M CENTER OF TILE s 3 to.s �� M. OI 1"=50 " 5, V N — � I _ 6 _3___ r3.0 1M __— 3'Q�1 '-- 9U. " Q N I� I DETAIL A iv +r r Q \ HIS BLOCK NOT USED �' ------ 1 =50 (H) _= A . • ' AAi00i/� VACUUM INLET RAIiIAL a TO le r ii• eOOrw" tuciaaa-ConlYie"AShm" TO BE PLUGGED Am6Fe11sd8NMrAa1d6 ONSLIL NOTES UNLESS IN USE 7 .--. 741" Unit 10 5" VE,SETATWEAND O16AMC SIRLFWAIMF WALL 12Z •Al»>r�1 SNAI.LCONSW OF VbW NO s7srvlE REDI -ROCK D1 AFOiEOGaLp A17fr1i11B4T. AtLt:1M64G TIE N7IlGM41aG iBAp,QIOa, A3 aE1>aM1INED WIDTH=46 " OV404O.rTAWeXCj ,4T0AX" v+AC WrrHASTR Ix, Y VACUUM INLET DETAIL ° �lEE REDI-ROCK UNIT 3A bONaTEW"ATEt6E40006OWATMLZNU96&&W 8 r Lira r.st• pew PIi1 2ltj �_-: � ON FLAW UINESS bttEClEp IN INE *MSa*&M Sxw STYE rl�14TAM FASS1Tli NOt ?O Scol!) BWV*M TO *Coo* ureuiTAMF soQ t•v2 TNR, too �lifaa! 40[p:tYACTDI:SIULLENs1AETeatOURIVe1CCAVATION%ASW STABU Ivr" vyf0o ^I SCALE: 1 /4" = 1 '-0" SP2 66PhOVwViceAVATIVNSIFO VNEEOFD V2nc4 x•00 c 12Yi0111,rP9eF a68T ao1RLET AdVTBi A161eAlaF: Y. ZQ WNCOIgl91q�N�—FM DliMlllp DtCldlp PhOed Ilastrn ABailtaFallu twlc0awsaaatL) aAawllwTeaa aatLAlnaO ! TYPICAL GRAVITY WALL sb 6lDaLtALM1421Nlel4MAV�>sYFOlaeaATMON ND.• D.to i t' DapllD Behild V611 BLOCK GRAVITY *Kn b end pj� ve SMS As IIII comFEl6N rM 1W DFS�NPARArIETt7t1 ND. m0 0.5 N 6Ops,eOIpDNV, o0aRJ6tt'1®i�rYC .e ll ecr�.rf� � .• 111 ^7F, 0 FC WpaSjW*PAD .9WL ct N=S;TOP COWA[TKp SAM. IRAQ, 19.0 A MEpW ICOM gAT9 TANPO OKA" 2E V$W TC4f►417Y {� WEIR SS 24" LADDER dOMPLAXEDUNIFU if INIP'OMBt ' / (� ) Fabric �/iNPhTg Not lb Sam Ote GfaMeD4ATZQNAQp S1WL6EA "aaIlW/M i2•paC:F i{IQC NO. e?SIOIVE CONACrIr71iT GT3 CAN Be MALyW V 1� ILNMRnWTXNlf A MO A N?L!!ieAID 1aE.JlfIOw� LMN WM A 1m4ftel WLSA, OF 46 D,CWS Fat 41•t"IT'S Mti£iE N0. T. ST06: IS USM A 5 sA M LL b CONCRETE ENCASEMENTCOPING BY GC POO. Drav%Pi2 wdhSo& / BYMNr nditnAShownSKIMMER BASKET Aroma Fgtaptl�rs i"• 2' MIN. (a 6p6deae TA A 4•I � &OTTO nL4a%*E PIE &iALLIE V45TALLJDf 14-0 F4TFa FA W= AMOW 2002 OR EQLa V 'y nE WALL At�C9WIII TTC INSTALLEDAT PYOYtpep ASA 040C 9PAWTCAI.ET"I Tf•E ST094 ANC TW ,rt. f r •l6ar2��IMR1lap6:iEtdn�AOeaIW 1666 �' � ? 7a11r11Y�r1e.11icMNlgM'WMIYANiQl�1ti �tAi1E T•O pltTLfB/f' iS� t?idQFIpETAA1 4614/eAM1udoUdtYt�M AOIdllAlbMN1lIAY �'�4 TIEk4sGFTw WALL cm wwraN alli"*a rx1EDItEVOIdb MUSI.&TANWE W WAEL £ _ EQUALIZER VALVE SLIP RESISTANT TREADS 6.rp12woecNl pe eotrtNNtwsaalE mam %, M T1fF>!wi }y S 2" PVC TO RECIRCULATION SYSTE � }•; QUALIZER FITTING WITH GRATE 6•PORmrt�etiMIw1212�t1F6Awotfwl2lttw6r�� Gtot+wl� Sp 004DO tA;Rag-,ATE�u, TCpCAM M%04-0OA%ft un FULF �pWYMN2��ygNT�TUPOFTKW� IL 111L. wish" (YAQTrQ WSTCMDW TS1A�[WJMLr T96Md6 i.•*E-*Tl'k AND T4K•EiTAOXWO+tC� Atoei TWf J"11� 9011140 USTQF A Mitt tEN7EQ91Df f tL1111TEDFiARi M MfOsi eYeleL � FOUDVD*6&#bATMASDfISMl7ftD4A0001SbM*XWflNASTM&AU D40eGAmSO4.JIM or OR 014011O�ETEeaOu, Qi 2" PVC r as12 --Uta A. w. �1f1•ia�1Ms g1,1F ppm tr sDri +,..�',r," ,' „x ! aow ',1W�i ■nw '+ r r 1'x 6111 F� �r�0 1uT�SAI.s. A1bJ�TT1f 6A3trMMNSDa s+61l Sf5E)6n! ► 4d SKIMMER DETAIL 3 LADDER DETAIL ° - _ �° alt -- — '�- '-�'"'� 1A --4,•�.d b t ' °�" I 161�aTAiEFA MAt11ESA50VADED31TiENEi>fi4FARAae7BISPat � ..l.. .row ass Behind wa DETAIL B 1-w2 I an, 100 iTASM SQL - N06E 4. 9 x >..�2 ; r"Ow.■ R f t • Imam 10-40 $604Y ewtusarf so4 MO -09 SLI. NOT aE um D4 _ SCALE: 1 4" — 1 ' — 0 " _•� 12y6 .n .aet ,e=1 1..► 7rL,.M1 6s A / S P 2 SCALE: 1 / 4 1 - p �P2 Fiatldrl0il post Prrf. Drain tnala, Es - e2 °' 6E'TAtNEDaAt MAX "L TIE FI TNI r4LUGF a A DJl6 No 40 STEYEJ BeI2g" T t rAUn 6" We. Sleeve tA�1 EorJM tay.4 am s►raLwWEA6uTmlualL>14umLrarauoF4oAenA l REDI-ROVK or Tube Isom byway �.d No. aa2 Da rAtmhe6nA5TMalr�noteazaFa aoaNtAcaaass _!3 ROOFDRAIN DETAILS��°{�°°� LEW / Fi11161'01t A6rtvDd P26t 40 itiDTiOCE lltT'SaDab® y,1iei btNWEs Das4. 111 OOWACMONSwaaLWTOAAVWMMorsaaOfMA=M=STANDARb Ground Level 16INWES WW ALONG AE FACF *026111,10415 0111061 FACE TO REND Pawrm oommy(ASTNb."n Comm"m TESTS sm LL NO SCALE MN 6" IGeotwchle Over Sl a1s c000me Few tEs• u+Itsf.41 DcrosFNoi FALE TaaEm or L/1751. At b ME RBs o2A1Eb AS T14E WAL. uLaaTA1LE& CMWACTML6. T � ' BLACK ON *NTE W/ 4• LETTERING i �Alsoco 2002 or Equivalent �vQV ) 6pE146�SW04t•xEmAeAR�No•us.IT31 VaDem"WTOFTIEWALLs444sti mTEDTOI"K.. SUP -RESISTANT t3lryDam AFQS4AL(NOTDIFF"W0rjT,agtLOS MMIN ADWptaeq,9 alu a61ATEpEQu>Degar. � 1"BUock DO ODIRhA[1C0SUM iL�ESLTiiRAEESTOb1:ECT91hiA[E t a �: " REDI-ROC o CERAMIC TILE TMP. Alin l8• + 12 $iOrte 140 A 14a DAM SUSACA POUNLT swt W MAn6un6Eb Fat os ON AWN POW WAM AT"411 EAW bAYTOAVDD � IN=t .A, w0. �° ,�A10UD,,,",. oo"Yr. 3FT6 � � a+oFst uTTER(LE. s eAFIr F6ewveeT6rAta. WAYS 1Y1raAi1*ar TFC WAIL W1+tuE utww CQ)•6TIILlCIMQL �- J��.1lTJ7 +� R.t:�y•1•t+ti.•.A•V.L.•, W Y�f•%'i••• NAI-IY ! / f No DIVING � ;�:'„};,�.y�.��;��'.�x.}S tflD Awatl2FArSIhAIF+AeiEF><ATUoas.01E►as4eRAOrae,•A.f,11>eur• � ••-�,}�,-.'"� •�. ry v�,'rv.,t•t!D •1440 Apj(6TAaj>wl$.W)L,0,L ALIQVi8WfA4d EEAtApE OR 11/IP'SFM146e Y4STALI.EOI,tN1141iWA'D(jy AFTER>II'AIUI.OARETED v'-r•{!I".:`. �s{;"�-'�{i{i;[�{�{�• WMA! TLE USE OFS66A.S01 ASMiK.T 3ihKIE510 RA14E 19-0 ff 4TE AeD SOTJ.00NATRGMS, WALL 6f0M1ETRY.Oi WM.L y.•v-..vtiy► .• CNEMLeSEOFQACKaYAMATawAa0fVI1ND,YB7Td1L1Ef&14T lDltf►YiMIEbIFTi31B4TTHIWAfOU%V&SAf4bIMbESIi,N •}i.'•-��}}y,���'�•_C',ti;;'{ {;+;.1 PAbIAET8t5, THE CONIAAC:GR AWST {Q1iAci TNF MALL OESiQ+I ENGtNEBR PtBQ7E Tp P�p1GwMiFI TIE COlISTWCTSRI CF ND AND DEPTH TILE 4 FLOOR RETURN DETAIL 1 o H aA!`bMIL POST DETAIL Wr, oe w fuw*„ REDI- ROCK A 4r 0'�A4 MO* TO WAK 2S e� z SCALE: 1 " = 1 '-0" SP2 SCALE: 1/4" = l'—O') am,"°'Lu 9"SIDE RETAINING WALL — — 9"SIDE RETAINING WALL ^ C FRAME AND GRATE SECURED PER POOL DETAILS AND SPECIFICATIONS L.i MANUFACTURERS RECOMMENDATION WITH WATER LEVEL AT z 0 FINISHED POOL FLOOR FASTENERS REQUIRING TOOLS FOR REMOVAL CENTER OF TILE D Z TWO (2) ADDITIONAL #3 BARS - M uj BOTH WAYS AROUND MAIN DRAIN 1' -Ig' z o 1� S0 J Z D= F- 0 �•7 :)g g 11" STEPS TREAD WATERPROOF SEALANT INSIDE SUMP ADJUSTABLE WALL � v cr < z -, m (n CONCRETE MAiN DRAIN SUMPRETURN INLET L tj 2" I.P.S HYDROSTATIC RELIEF VALVE =O NOTES . 2' KIDDIE POOL SKIMMER a s< a a PLAN N o n. o a, PLACE CLEAN GRAVEL AROUND rn rn 0- 0- > 2" KIDDIE POOL MAIN DRAIN— 0 4 HYDROSTATIC COLLECTION TUBE M N M M N M PRIVATE WALK OR LANDING M 5'-0"M11 TOP OF RETAINING WALL 2" P. c L CTION TUBE 2" KIDDIE POOL RETURN— *NONSKID DEPTH TILE W/4" BLOCK LETTERING EVERY 25 LINEAL FEET 1/2"THROUGH JOINT _ � MAI N DRAIN � �` I L 5 RETURN DETAIL 1 1 NONSKID NO DIVING TILE EVERY 25 LINEAL FEET -1 RISER �F I 17�P TREAD #4 BARS �Tr TO DRAIN W „ 3/a" KIDDIE POOL AUTOFILL— *6" X 6" FROST PROOF DEPTH MARKERS EVERY 25 LINEAL FEET 1/2 R N SCALE: 1 /4" = 1 '-0" SP2 SCALE: 1 /2 = 1 -0 SP2 *2" NONSKID CONTRASTING COLOR BAND P ON EACH STEP AND BENCH EDGE 0 X RIVATE WALK OOL DECK TO SLOPE AWAY 0 *ALL DECK TO SLOPE AWAY FROM POOL/TOWARD DRAIN AT 1/4" PER 1' >,f r` • • OR LANDING 01 W COPIN FROM POOL / TOWARDS *GROUND LEVEL DOORS AND WINDOWS OPENING INTO THE POOL AREA WILL BE SELF CLOSING OR CHILD PROTECTE #4 BARS EQUALLY SPACED JONTTHROUGH N -J WATER LEVEL AT RAIN AT Y4" PER FOOT FLOOR RETURN (2 REQ'D) (7-SP2*ALL DOORS SHALL BE EQUIPPED WITH SELF-CLOSING AND POSITIVE SELF -LATCHING CLOSURE MECHANISMS AND 1'-o"oC MAX SPACING Q •' • AUTOMATIC SURFACE �. '' °�' CO .. 1 • ' c�c CENTER OF TILE SKIMMER W/EQUALIZER SHALL BE EQUIPPED WITH LOCKING DEVICES. DOORS PROVIDED TO ALLOW BATHERS ACCESS TO THE POOL SHALL SIDE ELEVATION S.S. RTD HANDRAIL LINE (6 REQ'D) (7-SP2 - BE LOCATED SO AS TO OPEN TO THE POOL AT A POINT WHERE THE WATER IS LESS THAN FIVE FEET DEEP. ALL -� O Q 6" FROSTPROOF OND BREAKERIN DRAT WATERLINE TILE ADJUSTABLE WALL RETUR ACCESS DOORS SHALL OPEN AWAY FROM THE POOL EXCEPT WHEN NATURAL TOPOGRAPHY OR OTHER CONDITIONS I I 4'-0" I—I r 1 < #3 REBAR AT 12" HORIZONTAL & FITTINGS (7 REQUIRED) (8/SP2) 9"SIDE RETAINING WALLI— 9"SIDE RETAINING WALL V V VERTICAL ON CENTER TYPICAL AT WALLS DICTATE THAT IT OPEN INWARD. RELEASE OF THE LATCH ON THE SELF -LATCHING DEVICE SHALL BE ACTIVATED: 4 ALLD SPLLIORS ICES TO BE STAGGERED. AUTOMATIC AUTOMATIC SURFACE SKIMMER (a) AT A HEIGHT NO LESS THAN 54 INCHES ABOVE GRADE FOR WIRE MESH ACCESS GATES AND AT A HEIGHT NO Q 1tl 36" PLASTER FINISH ON W/EQUALIZER UNE (6 REQ'D) (7-SP2) LESS THAN 54 INCHES ABOVE THE HORIZONTAL BOTTOM RAIL OF A PICKET/ORNAMENTAL ACCESS GATE; OR ►�r z ALL WALLS AND FLOORS SPA JET (6 REQ'D) (7-SP2 3' WATER DEPTH > (b) ON THE POOL SIDE OF THE GATE ATA DISTANCE OF NO LESS THAN THREE INCHES BELOW THE TOP OF THAT 7" STEPS RISER(MAX)I C% w H 2" CONTRASTING COLO 1' TMP. 1 4000 PSI SHOTCRETE GATE PROVIDED. ON FENCES CONSTRUCTED AFTER APRIL 1, 2000 THERE SHALL BE NO OPENING GREATER THAN g Cz g• STEEL REINFORCED SPA RECIRCULATION DRAIN (6 REQ'0 ONE-HALF INCH WITHIN 18 INCHES OF WHERE THE LATCH RELEASE IS ACTIVATED WITH GATE IS CLOSED. ELEVATION TOP W m A STEP GE OF SIDEWALK , 1FROSTPROOF TILE SELECTION BY OWNER *ALL PIPE IS SCH 40 PVC AND TESTED PRIOR TO PLACEMENT OF CONCRETE W STAR DETAIL 13 REBAR AT 12" ON SPA JET DRAIN (2 REQ'D) FRONT ELEVATION CENTER EACH WAY 6 WALL DETAIL 12 KIDDIE POOL PLUMBING 13 SPA PLUMBING 14 WORK DONE BY OWNER GENERAL CONTRACTOR Q O 0 CONCRETE STEPS AND WALLS DETAILS ,,,���/// (� z SCALE: 1/4" = V-0" SP2 °° SCALE: 1 " = 1'-0" SP2 SCALE: 1 " = 1'-0" SP2 SCALE: N.T.S. SCALE: 1 /4 = 1 -0 SP2 * g z ELECTRICAL SUPPLY PANEL AND REQUIRED SERVICE FOR PUMP AND POOL LIGHTS RAIL POSTS 4' O.C. '�' W z =& zw *ALL FENCING AROUND POOL / LOCKABLE DOORS TU oW *FILTER HOUSE WITH ELECTRICAL SUPPLY, WATER SUPPLY, CHEMICAL STORAGE ROOM FLOOR DRAINS, BACKWASH TOP OF RAILING TOP OFce DISPOSAL, HOSE BIB, ELECTRICAL OUTLETS, AND EXHAUST FANS POST FOOTER MIN. SEGMENTED I W 0 z CANTILEVER NOSING 6" X 6" FROSTPROOF TILE - CANTILEVER NOSING 6" X 6" FROSTPROOF TILE AT WATERLINE 4I WALL CANTILEVER NOSING COLOR 0. SELECTION BY OWNER *WATER SUPPLY DURING CONSTRUCTION AND TO FILL POOLS SITE E-4 Q *ELECTRICAL SERVICE DURING CONSTRUCTION GRADE RAIL W LV W m o WATERWAY 210-3700 JET >6" RADIUS COVE AT ALL FLOOR 6" SHOTCRETE SHELL 4000 PSI ®28 DAYS *ALL LANDSCAPING AND FINE GRADING W °" AND WALL INTERSECTIONS 10 10> {� ; A FROM 6 1 C U ! *ALL ALIGHTING FOR ODECK OAREA T 6 WATTS OOR 10ELUMENS PER SQ. FT. OF DECK AREA F"»" w 1 ,- g» #3 REBAR 12" ON CENTER MAIN DRAIN WITH HYDROSTATIC RELIEF -CLEAN STON r * PRE -GRADING OF SITE TO SPECIFICATIONS ORIZONTAL AND VERTICAL AROUND COLLECTION TUB o 5� #3 REBAR 12" ON CENTER HORIZONTAL AND BACKWASH DISPOSAL AND CONSTRUCTION OF SUMP IN FILTER ROOM FOR SAME VERTICAL TYPICAL ALL POOL WALLS AND FLOOR * Co n 6" SHOTCRETE SHELL ° ^»" I e . F-� m 6" SHOTCRETE SHELL 4000 Psl ®28 DAYS" WHITE PLASTER FINISH *ALL DRAINAGE AROUND POOL AREA AND DECK DRAINS IF REQUIRED �, �a. SITE a a 4000 PSI ®28 DAYS WHITE PLASTER FINISH *MECHANICAL VENTILATION WALL O g r A TELEPHONE CAPABLE OF DIRECTLY DIALING 91 1 OR OTHER EMERGENCY NOTIFICATION SYSTEM AND BE E o SPA JET DETAIL 15 SPA SECTION 16 KIDDIE POOL S ECTI 0 N 1 ACCESSIBLE TO ALL POOL USERS. III III ( W w -0:5;t C SCALE: 1/4" = 1'-0" SP2 SCALE: 1/4" = 1'-0" SP2 SCALE: 1/4" = 1'-0" SP2 w > Z III III i ,.I W W N LIGHTING DETAILS & REQUIREMENTS W zy Nr.4LL RAJL DL'T.4JL W V) U) CANTILEVER NOSING z NOT TO SCALE *IF UNDERWATER LIGHTING IS USED IT SHALL PROVIDE AT LEAST 0.5 WATTS OR 8.35 LUMENS PER SQUARE FOOT 00 0 Lu OF WATER SURFACE. IF UNDERWATER LIGHTING IS USED, AREA LIGHTING SHALL PROVIDE AT LEAST 0.6 WATTS OR7171 111111111 11111 11 111111111111111 11 Q o ' 10 LUMENS PER SQUARE FOOT OF DECK AREA. WHERE UNDERWATER LIGHTING IS NOT USED, AND NIGHT 6" X 6" FROSTPROOF DEPTH TILE AT WATERLINE PLACED ACCORDING TO 1/SP1 6" X 6" FROSTPROOF TILE -COLOR SELECTION BY OWNER SWIMMING IS PERMITTED, AREA AND POOL LIGHTING COMBINED SHALL PROVIDE NOT LESS THAN 2.0 WATTS OR 33.5 W ° LUMENS PER SQUARE FOOT OF POOL AREA. CL >6" RADIUS COVE AT ALL FLOOR AND WALL INTERSECTIONS , " WHITE PLASTER FINISH #3 REBAR 12" ON CENTER HORIZONTAL AND VERTICAL 4'- CONDUIT SHALL EXTEND FROM THE FORMING SHELL TO A SUITABLE JUNCTION BOX OR OTHER ENCLOSURE MIN. J 6" SHOTCRETE SHELL 4000 PSI ®28 DAYS LOCATED AS PROVIDED (TYP.) ® V MAIN DRAIN WITH HYDROSTATIC RELIEF - CLEAN TU 7'-11j• *CONDUIT SHALL BE RIGID AND NONMETALLIC S42"ITE • ro n W— r C AROUND COLLECTIONN TUB *THE END OF THE FLEXIBLE CORE JACKET CONDUCTOR TERMINATIONS WITHIN A FIXTURE SHALL BE COVERED WITH, RAIL (O.5') (O.5) a N o 0 FLOOR SLOPE NOT TO EXCEED VIN 10' 0. OR ENCAPSULATED IN, A SUITABLE POTTING COMPOUND TO PREVENT THE ENTRY OF WATER INTO THE FIXTURE (5 CLEAR WALKWAY) *BONDED THE CORD CONDUCTORS (TMP.) 4" CONC. (3000 PS/ AT JOB NO. BONDED PARTS: THE FOLLOWING PARTS SHALL BE BONDED TOGETHER: ALL METALLIC PARTS OF THE POOL 28 DAYS, OR STONGER) 092031 � - ° STRUCTURE, INCLUDING THE REINFORCING METAL OF THE POOL SHELL (TYP.) POOL SECTION 18 *UNDERWATER LIGHT &LIGHT NICHE BONDED TO STEEL REINFORCING. GROUND WIRE ENCAPSULED WITH UL \\\ \\ SCALE LISTED 7\7 NTNG COMPOUND SCALE: 1/4 —o,H > AS SHOWN 0 4" 21-A STONE BASE SHEET NO. o 6 CONCRETE SIDEWALK WITH HANDRAILS S-11 10 PVI STA:0+50.00 PVI STA:4+25.00 PVI STA:4+75.00 PVI STA:6+00.00 PVI STA:6+75.00 PVI STA:10+25.00 PVI STA: 11+00.00 Q PVI ELEV: 427.422 PVI STA:2+25.00 PVI ELEV: 451.993 PVI ELEV: 453.993 PVI ELEV: 461.993 PVI ELEV: 475.703 PVI STA: 13+50.00 PVI ELEV: 467.993 PVI ELEV: 475.328 0 o PVI STA:11.95.02 PVI ELEV:473.62 V H A.D.:7.35%% PVI ELEV: 439.993 A.D.:-2.00°,6°k A.D.:4.00%% A.D.:4.00%°i(o A.D.:3.83 r6 i(o I W A.D.:-5.9096% A.D.:-1.60%°i6 PVI ELEV: 479.821 A.D.:6.00% ~ K:17.00 A.D.:2.01 %% K:12.00 K:18.75 K:17.25 K:8.47 K:31.33 K:19.56 K* 17 � > 0 VC LENGTH:125.00' K:24.82 VC LENGTH:24.00' VC LENGTH:75.00' VC LENGTH:69.00' VC LENGTH:50.00' VC LENGTH:50.00' vC LENGTH:75.00' A.D.:-8.33°k% 0 VC LENGTH:50.00' HP STA:4+37.00 HP STA:7+00.00 HP STA:10+50.00 VC LE1C:9.00 VC LENGTH:25.00' NGTH:75.00' LP STA:13+54.17 ca HP ELEV:452.47 HP ELEV:468.52 HP ELEV:475.45 HP STA: 11+96.53 LP ELEV:473.79 HP ELEV:479.04 a VI STA;1 +75.0 485 P l ELEV: 438.0 VI STA 5+50.0 i I i I I uj 48Q I ( I I i I I ! P 1 ELE : 459.9 3 I j I i I SE 0 A.D.:-4 48%% ' A.D.: 00%% ! Ir 1 I I I I I I ( I COMP CTfON I VALVE FILL AT 95% - AlR REL EAHIGH I m i K:1 .17 , W 480 H:50I K: 75 I Ex. G DE ! i V LENI j (TYP.) POINT F ROAD! w I I I I Q ! ! P STA 2+001.6'0" I I I VjC LEN H:31.00' I I I I A I I I o I w I -- --+ -- -- j------- - - - - - --�--- } -- - - ----- P STA 5+65. _! Dr• P EL :439.0 -- i I -?- P ELE :460.61- I - - / -�- \ -1 --- IIS--�--- 4 - --- --- - - "'------ 475 0 507- •DOo 475 ca --0 ix. zIx b S2 I I I I 1 Z.� I I I II REMOVE PLUG _jLS FOR TIE-IN X IS I G BUILD Gi WATE LINE470 z LATERAL FOR Y / MIN 3' BUIL NG 2 i I 470 COVER 8"x6" TE w/ W/L STM 8"x6" rEE w/ COMPL E COMPLETE -- -- --L-- - -- - -- -- -- ----- -- -- - --- - - - - -- - -- - ----- -- -- - --- -i -- --- - -- -- - - - - - - -- -- FH ASSE LY _ _ FH ASSEMBLY I I O Off° B / PROPO �/ D GRAD I L 1 46 5 ST z O (TYP.) 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PROPOSED FIL AT 95% 450 I GRA E M ACTION (TYP.) z j NOTE* ALL ROAD A Y E BAN ENT A TER AL SH LL C NSIST PRE OM/N NTL Y OF SO/ AND BE PL ACED IN SU IE UNIFORM L YERS NOT MORE jHAN 8 INCHES IN _CESS/ FHICKNESS BEFORE C MPAC ION O ER THIE EN RE RCADBEL -/ ARE ACC RDAN --- }- VD 7 ROAD AND 10 PVI STA:0+50.00 PVI STA:4+25.00 PVI STA:4+75.00 PVI STA:6+00.00 PVI STA:6+75.00 PVI STA:10+25.00 PVI STA: 11+00.00 Q PVI ELEV: 427.422 PVI STA:2+25.00 PVI ELEV: 451.993 PVI ELEV: 453.993 PVI ELEV: 461.993 PVI ELEV: 475.703 PVI STA: 13+50.00 PVI ELEV: 467.993 PVI ELEV: 475.328 0 o PVI STA:11.95.02 PVI ELEV:473.62 V H A.D.:7.35%% PVI ELEV: 439.993 A.D.:-2.00°,6°k A.D.:4.00%% A.D.:4.00%°i(o A.D.:3.83 r6 i(o I W A.D.:-5.9096% A.D.:-1.60%°i6 PVI ELEV: 479.821 A.D.:6.00% ~ K:17.00 A.D.:2.01 %% K:12.00 K:18.75 K:17.25 K:8.47 K:31.33 K:19.56 K* 17 � > 0 VC LENGTH:125.00' K:24.82 VC LENGTH:24.00' VC LENGTH:75.00' VC LENGTH:69.00' VC LENGTH:50.00' VC LENGTH:50.00' vC LENGTH:75.00' A.D.:-8.33°k% 0 VC LENGTH:50.00' HP STA:4+37.00 HP STA:7+00.00 HP STA:10+50.00 VC LE1C:9.00 VC LENGTH:25.00' NGTH:75.00' LP STA:13+54.17 ca HP ELEV:452.47 HP ELEV:468.52 HP ELEV:475.45 HP STA: 11+96.53 LP ELEV:473.79 HP ELEV:479.04 a VI STA;1 +75.0 485 P l ELEV: 438.0 VI STA 5+50.0 i I i I I uj 48Q I ( I I i I I ! P 1 ELE : 459.9 3 I j I i I SE 0 A.D.:-4 48%% ' A.D.: 00%% ! Ir 1 I I I I I I ( I COMP CTfON I VALVE FILL AT 95% - AlR REL EAHIGH I m i K:1 .17 , W 480 H:50I K: 75 I Ex. G DE ! i V LENI j (TYP.) POINT F ROAD! w I I I I Q ! ! P STA 2+001.6'0" I I I VjC LEN H:31.00' I I I I A I I I o I w I -- --+ -- -- j------- - - - - - --�--- } -- - - ----- P STA 5+65. _! Dr• P EL :439.0 -- i I -?- P ELE :460.61- I - - / -�- \ -1 --- IIS--�--- 4 - --- --- - - "'------ 475 0 507- •DOo 475 ca --0 ix. zIx b S2 I I I I 1 Z.� I I I II REMOVE PLUG _jLS FOR TIE-IN X IS I G BUILD Gi WATE LINE470 z LATERAL FOR Y / MIN 3' BUIL NG 2 i I 470 COVER 8"x6" TE w/ W/L STM 8"x6" rEE w/ COMPL E COMPLETE -- -- --L-- - -- - -- -- -- ----- -- -- - --- - - - - -- - -- - ----- -- -- - --- -i -- --- - -- -- - - - - - - -- -- FH ASSE LY _ _ FH ASSEMBLY I I O Off° B / PROPO �/ D GRAD I L 1 46 5 ST z O (TYP.) 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O W O 3� __J LJ v� M 0-4 V N O ° n aX QL W � Eo v0 1 > z� J W oCY w� Z N W az ° W ° N 2 W ZN O J C O ° O 00 011 � C W � o ao aD a A W >° 7 0 U O 1 x O V °2 n � N Wc = O V CL (�i y O JOB NO. 092031 �E SCALE 1 "=5' (V) y O h 1 "=50 (H) of SHEET NO. o` ; _> R-1 0 0 N y O Z 3 455 i SOiUUNARD lNT"RSECTi N _ - - ---- - - -- --- --�--- - t— -- --- -- ---- ------ i----- �0 509'- r -- I �_._-- - -------- --- o `i FILL AT �59� CO ACTION( I ' 450 I - - - -F - _ I �+ 450 - =r—; OF - ix i EXISTIN GRADE 0 i I , (TYPJ ----- ----- --- - - a- �. — — LV ------ ------ r-I"'w PROPO*D GRAD ( \ \ ! O O 445 ' I ; (TYP.) ?� m 445 I SAN. S/41 PIPE (MH 8 -Iv IH EXi) I i I - - - - -U 0% - --- -- - -- - i I I I i I\ I 440 I - 440 i I y r_ —4 - NOT ' _ NOTE: ALL �OAD Y E I I i I A NK ENT TER( L SHAT L CO)S/S T -- — --- L- — -- - -- - - - --i -- - - --- --- - - --- -- I PRED M/NAIW TL Y SO/L AND EPL CED l SUCESSI A-- ! ! A UN/F M LAYERS NOT MORE THAN 8 INCHES /N ThICKN SS ! ! J 435 I I BEFO E CO I PACT( N OVER TH EN TI E RO DBED iAREA IN i I ! j 49 435 ACCO DANE W/T l/DO 7 2007 ROAD I AND RIDGE SAN. 5/L PIPE { I j (MH MH 5) j SPECT ICA T/4N 301T. 04. I ! I $2 I I 432 > > N N Lo cV 00 cp t\ t\ t` Ln (` N c0 M W W N N O CO 00 0)^ 0 t6 0 4 m rrj 00 (V n � � r- � e- r'j � ro O00 Lo Ln N Lo cp O 00 d d st 't W 0 � 't d `t d d d er `t et `t '� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 74W8 7+50 7+75 BELVEDERE CIRCLE (SOUTH -WESTBOUND) PRIVATE ROAD DESIGN SPEED= 20mph PVI STA: 3+75.00 PVI STA:5+75.00 PVI STA:0+29, 7 K: 827.76 K: 35.36 455 LVC: 200.00 LVC: 150.00 455 I PVI STA: 1+00.00 PVI STA:5+50.00 /AL S ALL ONSIS PVI ELEV:451. 2 UNI ORM A YER PVI ELEV:451.27 PVI ELEV:439.84 THAN O Q W A.D.A.50% ESS i BE A.D.:-2.04% A.D.:4.54% O cn v I.- K:20.00 I ARE IN K:24.52 K:55.07 O 0 C LENGTH:30. 0' V) � VC LENGTH:50.00' VC LENGTH:250.00' M Lo BELVE Lu Lu LP STA:0+44.8 3.04. I co � ! LP STA:5+64.85 � LP ELEV:451-55 MINIMUM I �' OF I TICI LP ELEV:441.24 ARAT/ 'O 455 i SOiUUNARD lNT"RSECTi N _ - - ---- - - -- --- --�--- - t— -- --- -- ---- ------ i----- �0 509'- r -- I �_._-- - -------- --- o `i FILL AT �59� CO ACTION( I ' 450 I - - - -F - _ I �+ 450 - =r—; OF - ix i EXISTIN GRADE 0 i I , (TYPJ ----- ----- --- - - a- �. — — LV ------ ------ r-I"'w PROPO*D GRAD ( \ \ ! O O 445 ' I ; (TYP.) ?� m 445 I SAN. S/41 PIPE (MH 8 -Iv IH EXi) I i I - - - - -U 0% - --- -- - -- - i I I I i I\ I 440 I - 440 i I y r_ —4 - NOT ' _ NOTE: ALL �OAD Y E I I i I A NK ENT TER( L SHAT L CO)S/S T -- — --- L- — -- - -- - - - --i -- - - --- --- - - --- -- I PRED M/NAIW TL Y SO/L AND EPL CED l SUCESSI A-- ! ! A UN/F M LAYERS NOT MORE THAN 8 INCHES /N ThICKN SS ! ! J 435 I I BEFO E CO I PACT( N OVER TH EN TI E RO DBED iAREA IN i I ! j 49 435 ACCO DANE W/T l/DO 7 2007 ROAD I AND RIDGE SAN. 5/L PIPE { I j (MH MH 5) j SPECT ICA T/4N 301T. 04. I ! I $2 I I 432 > > N N Lo cV 00 cp t\ t\ t` Ln (` N c0 M W W N N O CO 00 0)^ 0 t6 0 4 m rrj 00 (V n � � r- � e- r'j � ro O00 Lo Ln N Lo cp O 00 d d st 't W 0 � 't d `t d d d er `t et `t '� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 74W8 7+50 7+75 BELVEDERE CIRCLE (SOUTH -WESTBOUND) PRIVATE ROAD DESIGN SPEED= 20mph PVI STA: 3+75.00 PVI STA:5+75.00 PVI ELEV:442.03 PVI ELEV:437.54 K: 827.76 K: 35.36 455 LVC: 200.00 LVC: 150.00 455 I MENT MATE /AL S ALL ONSIS UNI ORM A YER NOT ' ORE THAN O O THICK ESS i BE I MPA O cn E EN WE R I ARE IN o �* O a/ T- V) � M to � M O Lo M Lo BELVE ERE BOU EVARD 3.04. I co � ! O N --ui 4 MINIMUM I �' OF I TICI —�--- ARAT/ 'O oi o O RM � -t It O e- � ER WIt d 6 M WLei ---- d BOULE ARD INT RSECTI�N sh c} st• I. et et '�t d i-- 0 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 74W8 7+50 7+75 450 N ciiv ov 60.v Giv oo° ! 450 �IM �LLJ �m �W wW i TIE IN T " /L w Ill I W m W Z j T. .& V. FILL (g COMPA ION) I EX GRADE I 00 w B NDS 0 061 _ I _ I — - - — CLUB -- — - _ _— — 445 445 s / \ PROPOSED RESTRAINE _ — — GRAD BLOCKING JOINTS THRUS HALL B ryp. (TYP.) CON TRUCTE ON TH W/L-I TM EASTERNMC ST BEND I\ j 440 440 _ 4. 0.4' I 8" I L. 52 D.I. LATER BUI LS FO DING 8 "x8" TE - -- /L EX. S/ -- -- —- ' - MtRr COVER _-- - ! FILL AT c% tA (STING 8 435 SAN. S/ _ I 430 I NO E: AL ROA WAY EMBAN I MENT MATE /AL S ALL ONSIS UNI ORM A YER NOT ' ORE THAN lNC ES /N THICK ESS i BE RE C MPA TION VER E EN WE R ADBE ARE IN ( 425 a/ T- V) � M to � M O Lo M Lo SP (FICA I lON 3 3.04. N r7 N co � O st O N NO, MINIMUM I �' OF I TICI L SE ARAT/ N FP,1';; ST RM � -t It O e- � ER WIt 06 M ! WLei I j i-6" G.V.COMPA TION LATERA S FOR—4 I (TYPJ 435 BUILDING 8' 6" TEE 1.1' OMPLET 9 -_ -- —_ WW1L-ST __ _ _ FH SSEMBL _ I SAN.iS/L PIPE 430 ! I (MH �-MH 5) I � I BELVEDERE CIRCLE (SOUTH -EASTBOUND) PRIVATE ROAD DESIGN SPEED= 20mph T 0 SCOTT R. COLLINS'Z N 35791 O' �11'SI ONAL E�O� z O a U N W 0 z O W Z! a 00 m H W ce F- H W W O J a 0 0 w > o w O O z Q U U ui (n a. a Z W w w o 0 O v-4 ,-4 \ O M N 425 �y I v O ( 425 V) � M to � M O Lo M Lo N r- t1) � 0) It � M L sF M N r7 N co � O st O N W W rn Oi o0 �} a0 co ^ `r (6 tf) 4 � '`� tt cV ct 4 � -t It O e- � O co ►� c6 � M 06 M cV O M WLei et d st 4 It 't It � .d- `t sh c} st• I. et et '�t d 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 74W8 7+50 7+75 BELVEDERE CIRCLE (SOUTH -EASTBOUND) PRIVATE ROAD DESIGN SPEED= 20mph T 0 SCOTT R. COLLINS'Z N 35791 O' �11'SI ONAL E�O� z O a U N W 0 z O W Z! a 00 m H W ce F- H W W O J a 0 0 w > o w O O z Q U U ui (n a. a Z W w w o 0 O v-4 ,-4 \ O M N r cd v L9 z a Zr--q w m � (n z W o X N J (V �T z 'e, 0 � W U L9� zw W J W � o n n L r r c r1 O o o le W Q N W Q b cz x oLl WI M W U ,W z Z O �z ow ' W oZ l C J O U W W N C W >ro � �o U W,. - m o � � 3 Z oN O n a x r� m < L O E_5 W W at w °.3 w > z c W � Y W° Z N W C Z C Z W3 Z � o O W J M o� ` 0 T O .r+ C W a� V40t—U W x c -2.0 o x • U W� r c W0 u OC 2 0 a N N o JOB NO. ° N E •~- 092031 0E 0 v c SCALE 1 '=5'(V) N 1 "=50 (H) o� SHEET NO. c ad 0 R-2 �M �a r= H 3 �y v O r cd v L9 z a Zr--q w m � (n z W o X N J (V �T z 'e, 0 � W U L9� zw W J W � o n n L r r c r1 O o o le W Q N W Q b cz x oLl WI M W U ,W z Z O �z ow ' W oZ l C J O U W W N C W >ro � �o U W,. - m o � � 3 Z oN O n a x r� m < L O E_5 W W at w °.3 w > z c W � Y W° Z N W C Z C Z W3 Z � o O W J M o� ` 0 T O .r+ C W a� V40t—U W x c -2.0 o x • U W� r c W0 u OC 2 0 a N N o JOB NO. ° N E •~- 092031 0E 0 v c SCALE 1 '=5'(V) N 1 "=50 (H) o� SHEET NO. c ad 0 R-2 �M �a r= H 3 d .� U C N d O N O t 3 STR: 30B TYPE 1 GRATE INLET STA. 25+41.19 465w 1. V54 N 0 „RCP X5296 7_ti�J/ 6k6.-' �o 460 1y �0 yl� � I j 455 I - !, 452 » O m o cn LOco 0 0i 0 N O W LA_ 10+50 11+00 11+50 12+00 STR 70 - STR 24 � O F- O IO M to 0000 0 +LO O NI N0- 475 I /j I L 465 � -f--- X. GRA - 460 455 ME M11K O N O) N 12+50 470 STR:18 DI-213-72in (6ft) STA. 19+75.52 TP=453.94 INV IN: 446.93 TO 20 INV IN: 446.93 TO 52 INV OUT: 446.83 TOi 16 1460 455 450 TR:54 DI-2B-96in (8ft) STA. 11+51.65 STR:56 DI-28-120in (10ft) c0 � INV IN: 449.00 TO 56 7=455.93 i O N INV OUT: 448.90 TO 52 N t0 00 N N n p F- _ N (0 O ~ 0) O R o O cV �. O O ~ ~ o I m C-4 m I+j O NOi 18" RCP 10.89 LF o +rn� �� T z0 d 47504 N� •• ••o � d II�> O O00 d na> > U) V) z z V) N F- Z Z Z 11 +00 11+50 M PRO OSE � --- 470 GRA E L -,- 465w 1. V54 N 0 „RCP X5296 7_ti�J/ 6k6.-' �o 460 1y �0 yl� � I j 455 I - !, 452 » O m o cn LOco 0 0i 0 N O W LA_ 10+50 11+00 11+50 12+00 STR 70 - STR 24 � O F- O IO M to 0000 0 +LO O NI N0- 475 I /j I L 465 � -f--- X. GRA - 460 455 ME M11K O N O) N 12+50 470 STR:18 DI-213-72in (6ft) STA. 19+75.52 TP=453.94 INV IN: 446.93 TO 20 INV IN: 446.93 TO 52 INV OUT: 446.83 TOi 16 1460 455 450 TR:54 DI-2B-96in (8ft) STA. 11+51.65 STR:56 DI-28-120in (10ft) TP=453.58 STA. 12+89.66 INV IN: 449.00 TO 56 7=455.93 INV IN: 449.00 TO 54B INV IN: 451.45 TO 58 INV OUT: 448.90 TO 52 INV OUT: 451.35 TO 54 00 O O WW RCP 18 01.72%, 15+50 Lnc6 MtM WIOi. 18" RCP 10.89 LF 10 10+00 10+50 EX. GRADE � st co M U O O00 Q II> ��zl» NHS 11 +00 11+50 M m 04 N r- o +rn� In 0, �� ..O d.zp tea>> to V) F-� _ / 445 8i 138.00 �F �F53 i ` 18" 442 1 - LF 90.00 - ---- - 1N O O WW RCP 18 01.72%, 15+50 Lnc6 MtM WIOi. 18" RCP 10.89 LF 02.94% 10+00 10+50 / � O . O cp � 12+00 STR: 58 DI-26-72in (6ft) STA. 13+00.44 ' TP=457.86 INV IN: 451.75 TO 64 INV IN: 451.75 TO 60 INV OUT: 451.6 5 TO 56 -----�---�--1�STR:60 DI-2B-72in (6ft) - _ � STA. 14+90.45 TP=460.09 - I INV IN: 454.94 TO 66 I INV IN: 454.94 TO 62 � INV OUT: 454.84 TO 58 PR POSED GRADE 15" RCP 190.01 LF O 1.63% 1 15" RCP 10.78 LF O 1.8596LO cop o0^ ON 12+50 13+00 13+50 STR 62-STR s8 470 STR: 62 DI-28-72in (6ft) STA. 15+58.45 STP= 465.56 ,-,,'INV OUT: 459.50 TO 60 1 465 460 FAA, rn d p) N 14+00 14+50 15+00 450 r ��J 4420 C3to STR: 22 DI-28-96in (8ft) I I I STA. 21+17.55 � STR:22B DI-28-96in (8 TP=461.77 STA. 10+82.22 INV IN: 455.58 TO 24 PROPOSED- TP=461.77 INV IN: 455.58 TO 22B GRADE � INV OUT: 455.75 TO 22 INV OUT: 455.48 TO 20 460 460 EX. RADE L w L -ST 455 455 X15" RCP 33.16 LF 96 00.50% -- 3.2 STM-SAN y 450 _ 450 445 445 442 442 > M N LO N DD O N 8i 138.00 �F �F53 i Cd cn 18" R ® 1.70y6 - LF 90.00 - ---- - - - - ------- �- RCP 18 01.72%, 15+50 i 18" RCP 10.89 LF 02.94% � st co M U O O00 Q II> ��zl» NHS 11 +00 11+50 � O . O cp � 12+00 STR: 58 DI-26-72in (6ft) STA. 13+00.44 ' TP=457.86 INV IN: 451.75 TO 64 INV IN: 451.75 TO 60 INV OUT: 451.6 5 TO 56 -----�---�--1�STR:60 DI-2B-72in (6ft) - _ � STA. 14+90.45 TP=460.09 - I INV IN: 454.94 TO 66 I INV IN: 454.94 TO 62 � INV OUT: 454.84 TO 58 PR POSED GRADE 15" RCP 190.01 LF O 1.63% 1 15" RCP 10.78 LF O 1.8596LO cop o0^ ON 12+50 13+00 13+50 STR 62-STR s8 470 STR: 62 DI-28-72in (6ft) STA. 15+58.45 STP= 465.56 ,-,,'INV OUT: 459.50 TO 60 1 465 460 FAA, rn d p) N 14+00 14+50 15+00 450 r ��J 4420 C3to STR: 22 DI-28-96in (8ft) I I I STA. 21+17.55 � STR:22B DI-28-96in (8 TP=461.77 STA. 10+82.22 INV IN: 455.58 TO 24 PROPOSED- TP=461.77 INV IN: 455.58 TO 22B GRADE � INV OUT: 455.75 TO 22 INV OUT: 455.48 TO 20 460 460 EX. RADE L w L -ST 455 455 X15" RCP 33.16 LF 96 00.50% -- 3.2 STM-SAN y 450 _ 450 445 445 442 442 > M N LO N DD O N 8i O � Cd cn c It N �z N� 0 O:5 15+50 16+00 10+00 10+50 11+00 11+5011+75 STR 22B - O N 8i O � Cd cn c It N �z N� 0 O:5 �- Q II> ��zl» NHS � O �}- DD STR 22 465 460 EX. 5 .64 LF -t- 15 -STR 20 z CL z� w M N � � Q W I U0111\ LLJ - O x WN j N CLu L cc G � o U W � L9 '" LL_ > W ~ W � Oa ° Ha O CL ° Q � W " W v w a � Q °0,3V Q uj ul cZ � rW u �o zNw z oZ H W I oz dJ � =o U W w�o� W > °� 3v N so U W �- V m �= � 3 �N Z - O � a a d o m Eo W W .0 _c w °.3 c� v, J Zc W � Y Wo I-, WZ� w Cn w° N 2 z � O W J` J O � O �-0 _p, Wa � o c a� v W is 3 c u.2 � V V � U W tu1 if - 465 460 455i LJ 450 j 450 448 ! I 448 N to� O 00 O � 00 W W j CO 00 00 02 Lu 10+00 10+50 11+00 11+5011+75 STR2oB TRCOLLINS�%F r� No. 35791 w4 ZONAL E -t z O a U W 0 z O W w U) Zuj uj o� m U) W d W W ¢ O O y U U u f �: r W > > > o O o Z J U U > Z LLJ N N W a w w O O O W O1-1 r1 \ Cl M O N 8i O � Cd cn c It N �z N� 0 O:5 �- Q II> ��zl» NHS -t- 15 -STR 20 z CL z� w M N � � Q W I U0111\ LLJ - O x WN j N CLu L cc G � o U W � L9 '" LL_ > W ~ W � Oa ° Ha O CL ° Q � W " W v w a � Q °0,3V Q uj ul cZ � rW u �o zNw z oZ H W I oz dJ � =o U W w�o� W > °� 3v N so U W �- V m �= � 3 �N Z - O � a a d o m Eo W W .0 _c w °.3 c� v, J Zc W � Y Wo I-, WZ� w Cn w° N 2 z � O W J` J O � O �-0 _p, Wa � o c a� v W is 3 c u.2 � V V � U W tu1 if - 465 460 455i LJ 450 j 450 448 ! I 448 N to� O 00 O � 00 W W j CO 00 00 02 Lu 10+00 10+50 11+00 11+5011+75 STR2oB TRCOLLINS�%F r� No. 35791 w4 ZONAL E -t z O a U W 0 z O W w U) Zuj uj o� m U) W d W W ¢ O O y U U u f �: r W > > > o O o Z J U U > Z LLJ N N W a w w O O O W O1-1 r1 \ Cl M s c'• 0 W O OC �_/� v Q. v I N +°+ JOB NO. E 092031 �o SCALE 'v � N N j SHEET NO. o a� 0 DP -2 r L F- 3 10+50 11+00 11+50 11+UU 1z11-Ot1 IJTVV IJTav ITTvv 1-.. vv ..... -- •- • -- .,...... ._ . -_ - - STR 3oB -WET POND] O N 8i O � Cd cn c It N �z N� 0 O:5 s c'• 0 W O OC �_/� v Q. v I N +°+ JOB NO. E 092031 �o SCALE 'v � N N j SHEET NO. o a� 0 DP -2 r L F- 3 10+50 11+00 11+50 11+UU 1z11-Ot1 IJTVV IJTav ITTvv 1-.. vv ..... -- •- • -- .,...... ._ . -_ - - STR 3oB -WET POND] Table 8: Pipe Design Table PIPE DESIGN DRAINAGE D (IN) FLAW TYPE RAEr TYPE AREA (FT') PERIMETER (FT) A (ACRES) C I (INMR) Q (CFS) 17.3 20 1 E 30 7.56 19.6 25 1 G 30 10.25 30B TYPE 1 GRATE INLET 5.13 4.42 2.48 0.80 4.00 7.94 4.0 ORIFICE FLOW 30B TYPE 1 GRATE INLET 5.13 4.42 2.48 0.80 6.50 n = 0.013 for RCP 4.0 n = 0.01 for HDPE 80 TYPE 1 GRATE INLET 5.13 4.42 PipeHydrolofv 0.80 4.00 1.54 2.9 WEIR FLOW 80 TYPE 1 GRATE INLET 5.13 4.42 0.48 0.80 1 6.50 1 2.50 P1pe WEIR FLOW 82 TYPE 1 GRATE INLET 5.13 4.420.08 8.18 0.30 1 4.00 1 0.10 0.4 WEIR FLOW 82 to 5.13 4.42 0.08 0.30 6.50 C 0.6 WEIR FLOW 17.3 20 27 18 ' 14.9 20 29 18 5.60 14.7 20 31 15 15.00 33.3 34 33 15 4.33 11.9 20 37 30 7.83 20.2 21 39 30 7.83 20.2 21 41 24 7.33 18.7 20 45 15 4.82 12.9 20 47 15 8.35 E 20 c 15 8.25 19.8 20 51 18 L 15.0 20 53 ��- 5.65 14.8 E 2 18 2 12.2 20 57 15 6.21 15.7 20 o 15 6.11 15.5 20 61 15 5.97 15.2 63 m 5.03 13.3 E CO 15 4.33 11.9 20 67 15 E Cdami'' 20 69 15 5.71 14.7 20 71 15 5.39 14.0 20 75 15 8.55 20.4 m 77 15 8.45 20.2 21 79 15 7.60 18.5 20 E 30 7.63 19.8 20 20A 15 4.33 cc 20 22A 15 4.98 13.2 20 to 18 4.80 13.1 20 42A 15 4.32 11.9 20 54A 15 La 12.5 20 87 15 9.75 22.8 33-35' 85 15 10.25 23.8 (z 24 W 15.5 Q 81 U 4.60 13.2 20+ 22B Pipe run: 30B - WET POND 0.00 0 0 0.00 NA 0.00 0.00 456.79 461.77 30B 30 2.48 0.80 1.984 1.984 5.00 6.67 13.22 472.80 468.01 50.6 0.01 0.0946 18 17.27 0.05 30 28 0.17 0.76 0.129 2.113 7.00 15 6.07 0.003 0.78 2.8 467.91 467.25 33.2 0.01 0.0199 18 9.46 0.06 28 26 0.16 74 0.90 0.144 2.257 7.06 6.05 0.87 2.8 467.15 462.69 237.1 0.01 0.0188 18 0,04 9.27 0.43 472.28 _ 26 24 0.18 15 0.67 0.003 0.121 2.509 7.50 5.94 0.72 462.59 461.00 28.0 0.01 0.0569 18 14.73 0.03 24 22 0.00 0.00 0.000 3.299 9.60 0.1 5.45 0 0.00 NA 459.07 455.58 74.5 0.01 0.0469 18 26.70 14.26 0.09 0.002 22 20 0.14 0.64 0.090 3.454 9.69 5.44 0.49 455.48 452.30 73.9 0.01 0.0430 18 13.84 0.09 20 18 0.13 0.1 0.90 0 0.117 3.733 9.78 0.08 5.42 474.43 0.63 469.25 450.15 446.93 68.1 0.01 0.0473 18 0.0 14.59 0.08 18 16 0.14 0.81 0.113 6.068 9.85 80 5.40 0.61 446.83 444.88 51.1 0.01 0.0361 24 15.39 0.06 0 16 14 0.13 0.08 0.67 475.84 0.087 6.155 9.91 5.39 0.47 444.78 440.90 122.3 0.01 0.0317 24 14.32 0.14 14 12 0.19 0.71 0.135 6.290 10.05 5.36 0.72 440.80 439.93 30.9 0.01 0.0281 24 13.63 0.04 12 10 0.08 15 0.83 0.000 0.066 6.357 1 10.09 5.35 0.36 439.83 435.63 39.9 0.01 0.1052 24 22.73 0.03 10 8B 0.06 0.80 0.048 6.604 10.12 5.35 0 1 0.26 NA 435.53 432.34 91.1 0.01 0.0350 24 15.04 0.10 8B 8 0.11 0.83 0.069 8.068 10.22 5.33 0.37 429.50 425.15 86.9 0.01 0.0501 24 18.04 0.08 8 6 0.07 0.70 0.049 8.117 10.30 5.31 0.26 461.29 422.00 419.60 33.2 0.01 0.0722 30 0.0 20.98 0.03 6 4 0.12 0.63 0.076 8.193 10.33 68 5.31 0.40 419.50 417.60 104.7 0.01 0.0181 36 2.4 12.60 0.14 0 4 2 0.39 0.32 0.84 469.77 0.328 8.725 10.46 15 5.28 0.001 1.73 1.4 417.03 415.85 98.2 0.01 0.0120 36 10.90 0.15 2 1F 0.39 70 0.81 0.316 9.041 10.61 5.25 1.66 415.75 414.00 112.2 0.01 0.0156 36 0.00 12.16 0.15 471.50 1 F 1 D 0.00 0.00 0.000 9.041 10.77 5.22 0.00 412.50 407.30 43.0 0.01 0.1209 36 25.46 0.03 1 D 1 B 0.00 0.00 0.000 9.372 10.80 5.22 0.00 406.30 400.10 25.4 0.01 0.2446 36 86.36 33.43 0.01 0.000 1 B OUT 0.00 0.00 0.000 13.148 10.81 5.21 0.00 400.00 399.20 71.8 0.01 0.0111 36 11.35 0.11 Pipe run: 32 -1D 0.001 0 0 0.00 NA 0.00 0.03 453.33 459.58 32 1 1D 0.39 0.85 0.332 0.332 7.00 6.07 2.01 418.90 408.25 44.2 0.01 0.2412 15Amm 14.42 0.05 Pipe nin: 34 - 4 455.94 10.75 15 3.26 0.003 0.03 2.7 0.0 34 4 0.28 66 0.73 0.204 0.204 5.00 6.67 1.36 417.76 417.13 126.8 0.01 0.0050 15 0.011 3.22 0.66 459.33 Pipe run: 42 - 8B 42 40 0.42 0.59 0.248 0.465 8.00 5.81 1.44 437.40 432.12 269.4 0.01 0.0196 15 68.01 6.39 0.70 0.000 40 88 0.65 0.58 0.377 0.842 8.70 5.65 2.13 432.02 431.71 61.1 0.01 0.0051 24 4.45 0.23 88 38 0.24 0.57 0 0.137 1.309 8.93 v.v3 5.60 1+61.85 0.77 431.61 431.28 66.7 0.01 0.0049 24 4.93 0.23 38 8B 0.15 0.57 0.086 1.395 9.16 5.55 0.47 431.18 430.80 55.9 0.01 0.0068 24 5.61 0.17 Pipe run: 46 - 88 450.17 10.79 15 1.52 0.001 0.01 1.2 0.0 46 50 0.33 0.70 0.231 0.231 6.00 6.35 1.47 438.00 433.88 120.5 0.01 0.0342 15 15 ;. 6.50 5.82 0.31 50 88 0.11 0.90 0.099 0.330 6.31 6.26 0.62 433.78 431.71 109.3 0.01 0.0189 0.31 iPipe }un: 48 - 10 i 48 448.13 10 0.27 13.43 0.74 0.18 0.200 0.200 5.50 6.51 1.30 �- 436.65 435.63 53.7 0.01 0.0190 15 5.08 0.18 Pipe run: 62 - 18 12.4 7.0 87 0.8 0.27 0 0 0.49 NA 0.25 0.60 448.73 451.93 448.73 90.00 18 12.43 0.014 126 7.0 0.2 62 60 0.17 0.86 0.146 0.146 6.00 6.35 54 0.93 r 459.50 454.94 68.0 0.01 0.0671 15 9.3 7.04 0.16 0.4 60 0 58 0.20 0.17 1.43 0.72 453.58 0.144 0.792 6.16 18 6.30 0.008 0.91 'r`Ar 454.84 451.75 190.0 0.01 0.0163 15 7.02 0.45 58 56 0.22 0.76 0.167 1.180 6.61 6.18 7.3 1.03 43 451.65 451.45 10.8 0.01 0.0185 15 1.24 8.00 0.02 56 54 0.44 7.29 0.76 0.14 0.334 1.515 1 6.63 6.17 2.06 451.35 449.00 138.0 1 0.01 0.0170 18 58 8.32 0.28 1 54 52 0.38 0.77 5.0 1 0.293 2.041 6.91 0.091 6.09 0 0.23 1.78 0.111 448.90 447.35 90.0 0.01 0.0172 18 15 8.83 0.17 1.13 52 18 0.22 0.82 0.180 2.222 7.08 6.05 1.09 447.25 446.93 10.9 0.01 0.0294 18 11.15 0.02 3.3 Pipe nm: 54B - 54 14 0.3 0.10 0 0 0.16 NA 0.08 1.21 454.03 460.09 455.94 1 68.00 15 0.93 0.000 0.01 0.8 0.0 54B 54B 54 0.30 0.78 0.234 0.234 5.50 6.51 1.52 450.50 449.00 10.8 0.01 0.1390 15 0.00 10.95 0.02 NA Pipe nun: 64 -58 455.96 465.56 64 58 0.28 0.79 0.221 0.221 6.00 6.35 1.40 456.75 451.75 68.0 0.01 0.0735 15 8.51 0.13 15 1 1.30 0.000 0.02 1.1 0.0 48 Pipe run: 66 - 60 0.00 0 0 10.00 NA 0.00 0.02 436.75 444.98 66 60 0.66 0.76 0.502 0.502 5.50 6.51 3.26 455.00 454.94 10.7 0.01 0.0056 15 4.22 0.04 Pipe run: 20B - 20 206 20 0.20 0.81 0.162 0.162 5.00 6.67 1.08 = - 455.25 452.30 86.4 0.01 0.0342 15 5.98 0.24 433.05 Pipe run: 70 - 24 15 2.07 0.001 0.11 1.7 0.0 50 70 68 0.59 0.50 1.2 0.295 0.295 8.00 0 5.81 NA 1.71 "':' 472.29 464.10 110.9 0.01 0.0739 15 0.001 9.06 0.20 0.0 68 24 1.13 09 9:494 9:789 9.50 5.47 2.71 0, 464.00 460.29 64.6 0.01 0.0574 15 10.79 0.10 Pipe nun: 72 - 26 0.00 0 0 0.01 NA 0.00 0.06 434.94 442.29 72 26 0.18 0.73 0.131 0.131 7.00 6.07 0.80 's 462,86 462.69 33.2 0.01 0.0050 15 2.78 0.20 432.40 55.91 24 1 7.74 0.001 0.07 1 5.6 0.1 38 Pipe run: 80 - 74 1 1 7.3 23 17 0.1 10.03 0 0 0.15 0.20 1 N/A 0.26 1 432.66 438.12 432.88 66.71 24 733 80 78 0.48 0.0 0.80 0.384 0.384 6.00 6.35 2.44 469.00 468.25 49.2 0.01 0.0153 15 5.64 0.15 78 76 0.15 12 0.66 10.18 0.099 0.483 6.50 0.10 0.17 6.21 437.90 0.61 43331 468.15 467.40 26.7 0.01 0.0281 15 0.0 7.44 0.06 76 74 0.10 0.66 0.066 0.549 6.56 40 6.19 0.41 467.30 465.71 37.1 0.01 0.0429 15 6 9.05 0.07 0 74 EX1 0.00 433.35 0.00 0.000 0.549 6.63 2.70 6.17 0.47 0.00 0.0 465.50 455.90 190.8 0.01 0.0503 15 9.49 0.33 Pipe run: 22B - 22 42 1.3 1.1 1.4 0.0 0.01 0 0 0.02 NA 0.01 0.48 433.84 444.73 43850 22B 22 0.10 0.000 0.66 1.1 0.066 0.066 6.00 6.35 0.42 455.79 455.79 33.2 0.01 0.0050 152.29 0.24 Pipe run: EX2-1 B 0.00 0 0 0.00 NA 0.00 0.05 438.55 447.52 EYQ 86 4.69 0.80 3.752 3.752 8.00 5.81 21.80 ` 427.83 423.78 25.4 0.01 0.1598 15 23.56 0.02 86 84 0.00 0.00 0.000 3.752 8.02 5.81 126.83 0.00 1.36 419.78 409.90 74.5 0.01 0.1327 15 21.77 0.06 84 82 0.00 0.00 0.000 3.752 8.07 5.79 0.00 405.90 400.71 241.1 0.01 0.0215 24 24 0 11.27 9.50 0.36 0.06 0.00 0.06 82 1B 0.08 0.30 0.024 3.776 8.43 5.71 0.14 400.61 400.10 36.2 0.01 0.0141 STRUCTURE DRAINAGE D (IN) FLAW TYPE RAEr TYPE AREA (FT') PERIMETER (FT) A (ACRES) C I (INMR) Q (CFS) 17.3 20 1 E 30 7.56 19.6 25 1 G 30 10.25 30B TYPE 1 GRATE INLET 5.13 4.42 2.48 0.80 4.00 7.94 4.0 ORIFICE FLOW 30B TYPE 1 GRATE INLET 5.13 4.42 2.48 0.80 6.50 12.90 4.0 ORIFICE FLOW 80 TYPE 1 GRATE INLET 5.13 4.42 0.48 0.80 4.00 1.54 2.9 WEIR FLOW 80 TYPE 1 GRATE INLET 5.13 4.42 0.48 0.80 1 6.50 1 2.50 3.9 WEIR FLOW 82 TYPE 1 GRATE INLET 5.13 4.420.08 8.18 0.30 1 4.00 1 0.10 0.4 WEIR FLOW 82 TYPE 1 GRATE INLET 5.13 4.42 0.08 0.30 6.50 0.16 0.6 WEIR FLOW Pipe No. Size (inches) Max. Depth (feet Easement Width Required (feet) Easement Width Provided (feet) 1A 30 6.50 17.5 22 1 C 30 6.40 17.3 20 1 E 30 7.56 19.6 25 1 G 30 10.25 25.0 37 3 30 10.15 24.8 30 5 30 11.55 27.6 28 7 30 11.45 27.4 28 9 24 6.80 17.6 20 11 24 6.70 17.4 20 13 24 5.20 14.4 20 15 24 8.51 21.0 21 17 24 8.41 20.8 21 19 18 8.18 19.9 20 21 18 6.33 16.2 20 23 18 8.84 21.2 22 25 18 6.91 17.3 20 27 18 5.70 14.9 20 29 18 5.60 14.7 20 31 15 15.00 33.3 34 33 15 4.33 11.9 20 37 30 7.83 20.2 21 39 30 7.83 20.2 21 41 24 7.33 18.7 20 45 15 4.82 12.9 20 47 15 8.35 20.0 20 49 15 8.25 19.8 20 51 18 5.75 15.0 20 53 18 5.65 14.8 20 55 18 4.36 12.2 20 57 15 6.21 15.7 20 59 15 6.11 15.5 20 61 15 5.97 15.2 20 63 15 5.03 13.3 20 65 15 4.33 11.9 20 67 15 5.81 14.9 20 69 15 5.71 14.7 20 71 15 5.39 14.0 20 75 15 8.55 20.4 21 77 15 8.45 20.2 21 79 15 7.60 18.5 20 8A 30 7.63 19.8 20 20A 15 4.33 11.9 20 22A 15 4.98 13.2 20 30A 18 4.80 13.1 20 42A 15 4.32 11.9 20 54A 15 4.60 12.5 20 87 15 9.75 22.8 33-35' 85 15 10.25 23.8 24-33' 83 24 5.75 15.5 21 81 24 4.60 13.2 20+ rte. Ar -to Arniact• RPlcrP Tnh# (1R7(172 PranarPrihv FC:M - INLETOUTLETWATER STAMN --- - - --.FINAL SURFACEELEV 092031 D. Q. _. zW Sre - Hr V. �o Qw JUNCTDNLOSS Vw Q�K'� V;2�26 H. ANGLE He 1.3FI� .111H MEr WATER URFACEELEV RM ELEV _. 0 DP -4 L r �3 402.67 36.22 24 21.80 10.009 0.34 6.9 0.2 82 21.8 6.9 151 0.7 0.26 0 0 0.45 NA 0.22 0.56 403.23 403.71 403.23 241.08 24 21.80 0.009 2.24 6.9 0.2 84 21.8 17.8 387 4.9 1.72 0 0 1.90 N/A 0.95 3.19 406.42 416.56 410.90 74.45 15 21.80 0.114 8.48 17.8 1.2 86 1 1 21.8 17.8 3871 4.9 1.72 0 0 2.94 N/A 1.47 9.95 420.85 432.01 424.78 25.35 15 21.80 0.114 2.89 17.8 12 EX2 10.00, 0 0 1.23 N/A 0.61 3.50 428.28 439.31 456.79 33.16 15 0.42 0.000 0.00 0.3 0.0 22B 0.00 0 0 0.00 NA 0.00 0.00 456.79 461.77 456.90 190.78 15 3.40 0.003 0.53 2.8 0.0 74 3.4 2.8 9.4 0.1 0.04 0 0 0.07 NA 0,04 0.56 457.46 472.28 _ 466.71 37.14 15 3.40 0.003 0.10 2.8 0.0 76 3.0 2.4 7.3 0.1 0.03 0 0 0.06 NA 0.03 0.13 466.84 474.64 468.40 26.70 15 3.00 0.002 0.06 2.4 0.0 78 1 2.4 2.0 4.8 0.1 0.02 0 0 0.04 NA 0.021 0.08 468.48 474.43 469.25 49.15 15 2.44 0.001 0.07 2.0 0.0 80 0.00 0 0 0.02 NA 0.01 0.08 469.33 475.84 463.69 33.23 15 0.80 0.000 0.01 0.6 0.0 72 0.001 0 1 0 0.00 NA 0.00 0.01 463.70 469.13 461.29 1 64.62 15 1 4.32 0.004 0.29 3.5 0.0 68 1.7 1.4 2.4 0.0 0.01 0 0 0.06 NA 0.03 0.32 461.61 469.77 465.10 110.90 15 1.71 0.001 0.08 1.4 0.0 70 0.00 0 0 0.01 NA 0.00 0.08 465.18 471.50 453.30 86.36 15 1.08 0.000 0.02 0.9 0.0 20g 1 0.001 0 0 0.00 NA 0.00 0.03 453.33 459.58 455.94 10.75 15 3.26 0.003 0.03 2.7 0.0 66 0.00 0 0 0.03 NA 0.011 0.07 456.01 459.33 452.82 68.01 15 1.40 0.000 0.03 1.1 0.0 64 i 0.vv 0 ^v i v.v 1 '1q_ i 0.00 v.v3 452.85 1+61.85 450.17 10.79 15 1.52 0.001 0.01 1.2 0.0 54B 0.00 0 0 0.01 NA 0.00 0.02 450.18 456.21 448.13 10.89 18 13.43 0.016 0.18 7.6 0.2 52 12.4 7.0 87 0.8 0.27 0 0 0.49 NA 0.25 0.60 448.73 451.93 448.73 90.00 18 12.43 0.014 126 7.0 0.2 54 9.3 5.3 49 0.4 0.15 0 0 0.34 NA 0.17 1.43 450.17 453.58 450.20 138.00 18 9.34 0.008 1.09 5.3 0.1 56 7.3 5.9 43 0.5 0.19 0 0 0.30 NA 0.15 1.24 451.44 1 455.93 452.45 10.78 15 1 7.29 0.013 0.14 5.9 0.1 58 1 5.0 1 4.1 20 0.3 0.091 0 0 0.23 NA 0.111 0.37 452.82 457.86 452.82 190.01 15 4.99 0.006 1.13 4.1 0.1 60 3.3 4.2 14 0.3 0.10 0 0 0.16 NA 0.08 1.21 454.03 460.09 455.94 1 68.00 15 0.93 0.000 0.01 0.8 0.0 62 0.00 0 0 0.00 NA 0.00 0.02 455.96 465.56 436.72 53.68 15 1 1.30 0.000 0.02 1.1 0.0 48 0.00 0 0 10.00 NA 0.00 0.02 436.75 444.98 433.05 109.31 15 2.07 0.001 0.11 1.7 0.0 50 1 1.5 1.2 1.8 0.0 0.01 0 0 0.02 NA 0.01 0.12 433.17 440.96 434.88 120.53 15 1.47 0.001 0.06 1.2 0.0 46 0.00 0 0 0.01 NA 0.00 0.06 434.94 442.29 432.40 55.91 24 1 7.74 0.001 0.07 1 5.6 0.1 38 1 1 7.3 23 17 0.1 10.03 0 0 0.15 0.20 1 N/A 0.26 1 432.66 438.12 432.88 66.71 24 733 0.001 0.07 2.3 0.0 88 2.1 1 5.8 12 0.5 10.18 0 0 0.21 NA 0.10 0.17 433.05 437.90 43331 61.06 24 4.76 0.000 0.03 1.5 0.0 40 2.7 2.2 6 0.1 0.03 0 0 0.04 NA 0.02 0.04 433.35 439.05 433.35 269.42 15 2.70 0.002 0.47 2.2 0.0 42 1.3 1.1 1.4 0.0 0.01 0 0 0.02 NA 0.01 0.48 433.84 444.73 43850 109.59 15 1.29 0.000 0.04 1.1 0.0 42B 0.00 0 0 0.00 NA 0.00 0.05 438.55 447.52 418.90 126.83 15 1.36 0.000 0.06 1.1 0.0 34 0.00 0 0 0.00 NA 0.00 0.06 418.96 422.87 409.25 44.16 15 2.01 0.001 0.04 1.6 0.0 32 0.00 0 0 0.01 NA 0.01 0.05 409.30 429.50 401.60 71.81 36 j 68.55 0.011 0.76 9.7 0.4 113 48.9 6.9 338 0.7 0.26 0 1 0 0.63 N/A 10.31 1.07 402.67 407.08 402.67 25.35 36 48.88 0.005 0.14 6.9 0.2 1D 47.5 6.7 319 0.7 0.25 0 0 0.43 N/A 0.22 0.50 403.17 416.63 409.70 43.02 36 47.47 0.005 0.22 6.7 0.2 1F 47.5 6.7 319 0.7 0.25 L 0 0 0.42 N/A 0.21 0.47 410.17 427.94 2 416.40 112.24 36 47.47 0.005 0.57 6.7 0.2 46.1 6.5 300 0.7 0.23 0 0 0.41 NA 0.20 0.77 417.17 426.00 418.25 98.19 36 46.07 0.005 0.47 6.5 0.2 4 43.5 6.2 267 0.6 0.21 0 0 0.37 NA 0.19 0.65 418.90 425.90 420.00 104.73 36 43.48 0.004 0.45 6.2 0.1 6 43.1 8.8 379 1.2 0.42 0 0 0.57 NA 0.28 0.73 420.73 430.47 421.60 33.23 30 43.12 0.011 0.37 8.8 0.3 g 1 1 1 43.0 13.7 588 2.9 1.02 0 0 1.32 NA 0.66 1.03 422.63 430.47 426.75 86.91 24 42.98 0.036 3.14 13.7 0.7 813 35.3 11.2 397 2.0 0.69 0 0 1.41 NA 0.71 3.84 430.59 437.71 433.94 91.07 24 35.31 0.024 2.22 11.2 0.5 10 34.0 10.8 368 1.8 0.641 0 0 1.13 NA 0.56 2.78 436.72 442.33 437.23 39.93 24 34.02 0.023 0.90 L 10.8 0.5 12 1 33.7 10.7 362 1.8 0.63 0 0 1.08 NA 0.54 1.44 438.67 445.11 441.53 30.93 24 33.71 0.022 0.69 10.7 0.4 14 1 332 10.6 350 1.7 0.61 0 0 1.05 NA 0.53 1.21 442.74 446.03 442.74 122.28 24 33.17 0.021 2.63 10.6 0.4 16 1 32.8 10.4 342 1.7 0.59 0 0 1.02 NA 0.511 3.14 445.88 453.29 446.48 51.12 24 32.77 0.021 1.07 10.4 0.4 18 20.2 11.4 231 2.0 0.71 0 0 1.13 NA 0.57 1.64 448.12 453.94 448.13 68.09 18 2022 0.037 2.52 11.4 0.5 20 1 18.8 10.6 199 1.8 0.61 0 0 1.12 NA 0.56 3.08 451.21 458.33 453.50 73.94 18 18.77 0.032 2.36 10.6 0.4 22 1 18.0 102 183 1.6 0.56 0 0 11.00 NA 10.50 2.86 456.36 461.77 456.78 74.49 18 17.99 0.029 2.18 10.2 0.4 24 14.9 8.4 126 1.1 0.39 0 0 0.79 N/A 0.39 2.58 459.36 467.91 462.20 27.96 18 14.90 0.020 0.56 8.4 0.3 26 1 1 13.7 7.7 106 0.9 0.321 0 0 0.60 NA 0.30 0.86 463.06 469.14 463.89 237.07 18 13.66 0.017 4.01 7.7 02 28 132 7.5 99 0.9 0.301 0 0 0.54 NA 027 4.28 468.17 474.11 468.45 3321 18 13.22 0.016 0.53 7.5 02 30 132 7.5 99 0.9 0.30 0 0 0.52 NA 026 0.79 46924 474.11 46924 50.64 18 13.22 0.016 0.80 7.5 0.2 30B 0.00 0 0 0.221 NA 10.11 0.91 470.15 477.60 R. COLLINS SCVT > No. 35791 .off ,w4• o � ��SSIONAL E�Ot z 0 a oC U W W 0 z 0 N w w U) Z� 0 P4 U) H W ce H F- z g g a 0 O}} 0 � 0 O z Q U U GC uY Lu V) M a z w ~" w w rY NLn ce � rn 0 0 0 uj en O M L9 v b w 0 ce a z W V) J Q z X W c� G 0 U F - z cW L Q CL Q W Ce W 0 W J W Q \W LW �/ W ce W JOB NO. E R 092031 �o qC SCALE v o N N/A ° N C_ C u SHEET NO. o ao 0 DP -4 L r �3 MH7 465 0=1 450 0+50 1 +uu 445 440 FILL A T 95% COMPACTION rryp.) POSE GRADE 435 430 MH1 STA: 0+09.63 RIM: 432.61 INV IN. 420.49 TO MH2 INV IN. 420.49 TO MH 11 425 INV. OUT 420.29' 1+0u L -1 -Vu L'r .l_r mo O ~ ~ O 0" It- On �•-.0-ZO S Fa- F z z 450 �a,(EXISTING) DOGHOUSE XSTIG)E VANH403o940NNECT TO EXISTING SANITARY SEWER .. (PROPOSED) INV OUT=430.74 MH -13 / STA: 1 +51.42 RIM: 448.59 / INV OUT. 430.74 TO MH 12 440 / PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT H-1, MH -12 & MH -13 TO CONFIRM THE SANITARY SEWER INVERTS GRADE AND TO ENSURE THE PROPOSED 1 1 435 SEWERACHIEVED. GRADES AN BE 8" S/L 430 8" CL. 50 D.I. 29.27 LF 0 1.16% ,,oN 'l. ",I III I 1 1425 DOGHOUSE MANHOLE CONNECT -� TO EXISTING SANITARY SEWER IN=420.49 420 0�w 0 cn , $" - 150 DI a� cn �z 475 �N�zz I 475 (PROPOSED) INV 8" CL, 50 D.I. i 66.97 LF 0 0.51 % (PROPOSED) INV IN=420.49 33.55 LF 0 0.51 -- I + ! (EXISTING) INV OUT=420.29 %_ ! 1 I J 1 H: 1 1 T RIM: 462.43 z7u. C7.7 crime On!�O 465 CES TH EXISTIN PVC i I ! I SANI RY SEW R AND OIDS �Q�> g AT 95% j CONFL CTING w INV OUT. 452.50 TO MH6 ADE CLUBH OUSE. COMPACTION in FEZ > > 00 1 r- 0')l0 ! I i W W rr) ui W GR DE EX. I TO 451 27 LOi I / - ---- - -- --L-' I 1 _----�-- L - ----i------- - ---�_-.�- EX. GRAIDE _ --- _ 450 ; I EXRADE .G Zzz i T_ In I - AT 95% MI 3' J� 465 COMPACTION 1 C VER MIN 3' 445 460 460 !COVER //, 445 - - 8" SDR 35 460 - �-- 1 i EX It I 6"x6" EE w/ 162.00 LF 0 0.50% 460 i 1 I COUPLET 460 440 EX INV 449 SA 6" ° BEND 0 T= FH ASSEMBLY 458 EX INV 8" SDR 35 PVC 460 SAN. LAT. IN V. IN @ 2.08% L445.19 17 LO 0 0. 00 N (00 ! 20.36 LF 0 0.74% BLDG. 410' FIL I P OPOSE C I� CO / W i 1 1 I lOi 4.�8 COM ACTION 0c) GRAD o 0 O ---� - N 4-� L0 W WC9 0 00 �c TYPE A B.O. 455 455 (TyP•) W L� VALVE - - ------�-- --- - - -- ----- MIN 3' --- --�-- O M ! FILL AT OMPAC 95% ION L i 455 I 50 4 450 I on M d IYP. 455 1.53' 6" C .52 D.I. i I I I /L -ST i W/L 1 I. I � - '6" TEE N c0 �• O z ! 3.25' 1 2-8" G.V. I I I - j -- - i --�--- 445 -t--- - i ---�--- i --- t-- ! - ! i ---- I 0 :2 cn ? ? S ---- - - -+---- -- _-�_T_I- --I -- -- --- - - - 440 440 1 >> 1) LO N f. 0 . ^ N 450 r- 450 0-) � 00 O N Ln W dc0 4 d d� IOi PROPSE ! ! - ! - -- � - SAF - --� - - - _1 �- G ADE i , � �' tib 445 �, 445 I _ ! I L STM SAN ! O F-0 I I o i O F- ! i I I I I� O= I EX. GRADE I I _ _ S N. S Al T IN QUI -=k44.51 \ I Cn O 0 M= -_ - -- - ! N 1 0 - �i - -- _ I I -� -- --�- - _ I -_ _�-- O -�-- -- j-- - - i f i SAN I B LAT. 11 DG. #5'd V. IN LOWES 2.08% 1=445.11 FFE=4148.90 - \ O N N 't �O 1 O N rn r�N N I i i I O I ! i I I 440 FILL AT 5% 440 \ 0; CO 04 N N + �') Z O cfl 1 ! O ~ I- N t T- (D, 00 �' I rn rn rn \ 00 co I wi ON I O�-Z .. i> �� N MZp ILo M r' N . C'4 OMPA ION / -- -- - - - --- ----- ----- I L I +0z� N��� �cnF_I_ I ��zO / 1.67' ! I 435 435 \ I NQS>> I N.*zo i i _ =1a- z_z N g N X z z = >> m (n x Z Z FI COMPACTION AT 95% I ! EXISTIN GRADE (TYP.) I 37 / I I - ----- --- ---- --- -- -- \ j II (TYP.) -- -I---- - - - -- -- -I--- - i - J -- --- - }--- - - FIL AT 95% -- ! -- --- 1 I I I I I FILL A OMPA --- 95% ION MI 3' ! i I 430 430 COM ACTION (TYP.) ! r ( YP.) COVER 35 PVC I covER 1' 8" SDR ! / 1 I I 271.81 LF 0 4.34% --� j - - --- - �- PROPOSED -- - -- y - I GR I ! 425 425 ! L 8" 371.05 CL. 50 LF D.I. 0 0.50 I / I 3' �OGHO E MANHOLE CO S NECT7/7 WER -�-- - t-- ---T- - r-- -- TO EXI TING SA ITARY - (P (P OPOSEE) OPOSE INV I INV IN= Zo.49 420 (E (STING) I V OUT= 20.29 I I 420 i ----------------------- - I EXIST NG 8" S/L / I AN -STM S SA N. S/Li LAT. IN . LAT. I V. IN OUT�424.19 1.59%=424.7 -- I I 8 SDR 35 PVC 8" SDR 35 PVC - i -�- --� - �-- B I DG.�6'�I LOWE T FFE-X27.70' _. I - -- ! -- I i i '� - - i 1 - i -- 1 415 IUCTION 8" SDR 35 PVC ✓68.39 LF 0 0.54% 55.94 LF 00.50%/ LF /115.56 LF 0 0.50%I � I � ! I 415 PRIORTOC C NST rte.5 i THE CO EST DIG MH -1 TI° TRACTO AT MH -1, CONFIRM SHALL MH 12 & THE )r ! ' NOTE: CONTRACTOR TO FIELD VERIFY EXISTING 1 _ - --- - -- - 3 �. .. s�-+NLI-An �-- ' �..r 4 I ON PRIOR TRY ELEVATION AND LOCATION SANI A SEWER E�E - - --' -- - - TO CONSTRUCTION. NOTIFY ENGINEER & ACSA OF ANY DISCREPANCIES IN THE ELEVATION OR LOCATION 1 1 ! I I I 1 I 410 AND Tp �ROPosdD ENSUR� sEWERiGRADEs THE 410 CAN EACHIE O ED. � I OF THE PIPE PRIOR TO CONSTRUCTION OR i INSTALLATION OF THE SANITARY SEWER AND ! I I I ! 408 --� CONNECTION TO THE EXISTING SANITARY SEWER PIPE. 408 I I O O 0 st M N 00 00 O � � N Lc) If) 00 , p �t r7 �Mc0 o Ln r O N >> W N O 04 LO � L0 1� cO N O t) O o � O It In lt _ O NN - N n M N NN 1 d 9L W d `: It .. ,,,, . r �� c d � nn �i �,n 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11 +50 12+0012+25 0=1 450 0+50 1 +uu 445 440 FILL A T 95% COMPACTION rryp.) POSE GRADE 435 430 MH1 STA: 0+09.63 RIM: 432.61 INV IN. 420.49 TO MH2 INV IN. 420.49 TO MH 11 425 INV. OUT 420.29' 1+0u L -1 -Vu L'r .l_r mo O ~ ~ O 0" It- On �•-.0-ZO S Fa- F z z 450 �a,(EXISTING) DOGHOUSE XSTIG)E VANH403o940NNECT TO EXISTING SANITARY SEWER .. (PROPOSED) INV OUT=430.74 MH -13 / STA: 1 +51.42 RIM: 448.59 / INV OUT. 430.74 TO MH 12 440 / PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT H-1, MH -12 & MH -13 TO CONFIRM THE SANITARY SEWER INVERTS GRADE AND TO ENSURE THE PROPOSED 1 1 435 SEWERACHIEVED. GRADES AN BE 8" S/L 430 8" CL. 50 D.I. 29.27 LF 0 1.16% ,,oN 'l. ",I III I 1 1425 DOGHOUSE MANHOLE CONNECT -� TO EXISTING SANITARY SEWER IN=420.49 420 0�w 0 cn , $" - 150 DI a� cn �z 475 �N�zz I 475 (PROPOSED) INV 8" CL, 50 D.I. i 66.97 LF 0 0.51 % (PROPOSED) INV IN=420.49 33.55 LF 0 0.51 -- I + I - i (EXISTING) INV OUT=420.29 %_ 1 I SED crime On!�O REP CES TH EXISTIN PVC PROP I ! I SANI RY SEW R AND OIDS �Q�> g AT 95% 415 CONFL CTING w THE PR POSED ADE CLUBH OUSE. COMPACTION in FEZ > > 00 -t r- 0')l0 ! I i W W rr) ui W GR DE EX. I TO 451 27 LOi I / ! � -PROPOSED MH DROP CONNECTION DOGHOUSE MANHOLE CONNECT TO EXISTING SANITARY SEWER 420 INV IN=421.40 (EXISTING) INV IN=430.40 (PROPOSED) INV OUT=421.20 (PROPOSE 415 0+50 1+00 1+50-6124-75 MH 13 - MH 1 EXISTING J_T_ T vv MH 7 -EX SAN PIPE NOTE. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS _BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA /N ACCORDANCE WITH VOOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. NOTE: MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L NOTE: MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L NOTE: VDOT STD. IS -1 REQUIRED ON ALL STRUCTURES NOTE: ALL PIPE /S CLASS /// RCP, UNLESS NOTED OTHERWISE. NOTE.' ALL FILL SHALL BE PLACED 959 COMPACTION AND TESTED BY A GEOTECHNICAL ENGINEER TO ENSURE COMPACTION IS REACHED AND MAINTAINED. A -7n 470 0+00 0+50 1+00 1+Ou ztuu ctau ��uu WATERLINE STUB FOR FH NOTE: PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT MH -s, MH -12 & MH -13 TO CONFIRM THE SANITARYSEWER INVERTS AND TO ENSURE THE PROPOSED SEWER GRADES CAN BE ACHIEVED. MHEX1 STA: -0+03.08 RIM: 450.34 INV IN. 442.84 TO MH8 X w 0) �0 ocy) rn °' �N cN nd N � F- O 'tzO T / V 0�w 0 cn , a� a� cn �z 475 �N�zz I 475 ! n0) l_- - ( I -- I + I - i �O 1 I crime On!�O m(nrx=HrxZ PROP 465 1 465 ! �Q�> g AT 95% RAI E EXIST( G ADE 470 COMPACTION in FEZ PROPOSE MANHOLET 1 ! I i 470 GR DE EX. I TO 451 27 I / ! � 450 I L EX. GRAIDE _ 450 ; EXRADE .G Zzz i T_ FILL. AT 95% MI 3' J� 465 COMPACTION 1 C VER MIN 3' 445 460 460 !COVER //, 445 - - 8" SDR 35 t PVC - �-- 1 i EX It I 6"x6" EE w/ 162.00 LF 0 0.50% 460 i 1 I COUPLET 460 440 EX INV 449 SA 6" ° BEND 0 T= FH ASSEMBLY 458 EX INV 8" SDR 35 PVC SAN. LAT. IN V. IN @ 2.08% L445.19 17 LO 0 0. 00 N (00 ! 20.36 LF 0 0.74% BLDG. 410' FIL AT 95% P OPOSE C I� CO / W `t 1 1 lOi 4.�8 COM ACTION 0c) GRAD 4-� L0 W WC9 0 00 �c TYPE A B.O. 455 455 (TyP•) W L� VALVE MIN 3' COVER 50 4 450 1.53' 6" C .52 D.I. /L -ST W/L 1 - '6" TEE ! i 1 2-8" G.V. 445 445 6" G.V. 440 440 1 >> 1) LO N f. 0 . ^ N to r- WW 0-) � 00 O N Ln W dc0 4 d d� IOi 0+00 0+50 1+00 1+Ou ztuu ctau ��uu WATERLINE STUB FOR FH NOTE: PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT MH -s, MH -12 & MH -13 TO CONFIRM THE SANITARYSEWER INVERTS AND TO ENSURE THE PROPOSED SEWER GRADES CAN BE ACHIEVED. MHEX1 STA: -0+03.08 RIM: 450.34 INV IN. 442.84 TO MH8 X w 0) �0 ocy) rn °' �N cN nd N � F- O 'tzO 0+00 0+50 1+00 1+0u [+uu ct�u MH g - MHEXs 0 O O n N X w O o N 0�w 0 cn , a� a� cn �z 475 �N�zz I 475 ! n0) 455 ( I I X �- + 455 �O 1 I crime On!�O m(nrx=HrxZ PROP SE 1 ! �Q�> g AT 95% RAI E EXIST( G ADE 470 COMPACTION in FEZ PROPOSE MANHOLET 1 ! I i 470 GR DE EX. (3RADE TO 451 27 I / 450 � L EX. GRAIDE _ 450 ; Zzz FILL. AT 95% MI 3' 465 COMPACTION 1 C VER MIN 3' 445 ((TYP-) !COVER 445 - - 8" SDR 35 t PVC - �-- 1 ! EX It I V IN=442 V OUT= 84 2.64 162.00 LF 0 0.50% 460 1 I 460 440 EX INV 449 SA S L AT. IN 0 T= 44.00 458 EX INV 8" SDR 35 PVC SAN. LAT. IN V. IN @ 2.08% L445.19 17 LO 0 0. 00 N (00 ! 20.36 LF 0 0.74% BLDG. 410' LOWEST FFE=445.25 f�to w co I� O to C I� CO 438 W `t 1 1 lOi 4.�8 > 0c) NLO . 4-� L0 W WC9 0 00 �c C9 `LO W L� 0+00 0+50 1+00 1+0u [+uu ct�u MH g - MHEXs 0 O O n N X w O 0+00 0+50 1+00 1+00 z+uu �+�u MH so - M H EXz 0.0 p�, r � SCOTT/R. COLLINSZ N4. 35791 �`SSIONAL ESO z O_ u W 0 z 0 U) W U) za O� 1�1 U) H W ce z z Lu LLJ a o O .� uu }u.. F - o n o 0 Z Qu u w w a a w z w w w w O� � O O W \ O M Q N_ _ o N 0�w 0 cn , a� a� cn �z 475 475 N i o z CD i r- X �- ,. 1 I crime On!�O m(nrx=HrxZ FIL AT 95% 470 COMPACTION (TYP') PROPOSE 1 ! I i 470 GR DE EX. (3RADE / i ; Zzz 465 465 MIN 3' !COVER Ii 8" SDR 35 0 5 �-- 215.74 LF 0 460 460 EX INV IN=459.9 458 EX INV UT=45 85 458 W W 17 LO 0 0. 00 N (00 M O 000 00 O6 co 0 f�to w co I� O to C I� CO vi W `t 4 lOi 0+00 0+50 1+00 1+00 z+uu �+�u MH so - M H EXz 0.0 p�, r � SCOTT/R. COLLINSZ N4. 35791 �`SSIONAL ESO z O_ u W 0 z 0 U) W U) za O� 1�1 U) H W ce z z Lu LLJ a o O .� uu }u.. F - o n o 0 Z Qu u w w a a w z w w w w O� � O O W \ O M Q N_ _ o N 0 cn a� a� cn �z 0 cn C Z z Lu I..rV m H M (n ryN � z W p__4LL. V W■ . . O WW 1--� N J� N O z > O a" w U w z Z -� L9 C/) W Ce 0 L W C W a Q ° O LL z < N C WcZ x o� W DC oz ce U NW Z -0 LL az LLJW �z �j oz S az H0 W " o- d O W ? � �� J N `c .9 0 Lu a 7 o m <} - O �� a d c`t Z T� 0 E 'o w W < J o W Z zg WY W° z '-' Lu0 Z.0 W (n WV Z y O W os O o� 00 as Wa � o � v W 4 C -V �� • l� � � d U VV W tu- r c 0 W ur o � N o JOB NO. 092031I 0 v v SCALE 1 ►_5' (V) N M> � N 1 =50'(H) o SHEET NO. o a0 0 DP -6 r r i- 3 GRAPHAC SCALE h 30 0 15 30 60 120 t; j sco R. COLLINS'Z ET r-) No. 35791 1'� I/ / / 1 inch/30 ft/ A 0 IONAL Ice INV. 461.0 TOP=457.o L IN -j I i / 11 . L Top. �7 2-1 V.=454.7 04- ADS NYLOPLAST r —4 INLINE DRAIN c� � ( 7- 0 6 — .—t : , .1 -- I .. I � I ` .1 1 11 . I j -- -- 1�� I . I � � 4F --4 (Top=,�,95.5) LLI INV.= 1 6 3 O4 C14 L 15 CL LU LL— X 01� uW C-4 C**4 > 0 U Z > UJ Z ZOL O Ct < < �cz cz =IRE LLj U z '0 c Z oW Q� L L.L V) 0 U o K _j o Lu 0,0 3:, .90 F-* m c Q2 LU ca cL 0 o c Q < O E o LU > JwY LU o Lj dl LU i7 C Z.o w t (n 2 Z LU 3 0 0 u O U ce ,� 00 6 Z, c LU LU -o XC 6 o X.= 4,u Wtu- :5 0 W4, 0 c: JOB NO. 41 E . 092031o- 'um 6 'D SCALE .2 U O 1 it =30' o.q SHEET NO. v > '5'o o o DP -7 > q1 N 3 C/) L 15 CL LU LL— X 01� uW C-4 C**4 > 0 U Z > UJ Z ZOL O Ct < < �cz cz =IRE LLj U z '0 c Z oW Q� L L.L V) 0 U o K _j o Lu 0,0 3:, .90 F-* m c Q2 LU ca cL 0 o c Q < O E o LU > JwY LU o Lj dl LU i7 C Z.o w t (n 2 Z LU 3 0 0 u O U ce ,� 00 6 Z, c LU LU -o XC 6 o X.= 4,u Wtu- :5 0 W4, 0 c: JOB NO. 41 E . 092031o- 'um 6 'D SCALE .2 U O 1 it =30' o.q SHEET NO. v > '5'o o o DP -7 I ___F%� �� INOWNWMI� s�essarlr IM ---- 'N -\ — - I - I ", I NOTE: ALL PLA AQ UA TIC BENCH DETAIL SCALE `-30I NTS, AS SHOWN SHALL BE 18" ON -CENTER / )(1 � 1:,f I .- ..0 . � I Retention Basin (Type 111 -Aquatic Bench) Plantings: . I - i I � ''. 4 t I , , . - i I 6��, 1 . / . , �Z__,_ 'ill_ SAGGITARIA LATIFOLIA ARROWHEAD/DUCK POTATO 1"', � , , I PELTANDRAVIRGINICA ARROW ARUM . - . . " /' �': " I /�, / �� / , � . illf �i // Z / / / / I I I : 1 � . .11 . � , � 2 : � / r', I v. . . /, I �'i , .� . I ii 1. lfll, , / ,� ....::, : / I , / / //i , -V1 , /,_ __ _ __ - , ....I.::-:- .; 1 '. , //// 11 / , ,,,, I , -S /// i . �� .1. ,,,.:, V,4/ 1 � ,�/// / . // ;ill J,\ . , " // f \ �/ 115 / /1 // ,: I - ; I / , //) X , ,, I I __ . . . , f , )/ I - V/ I/ I V, I ,6� I W/ , \ �,//, .. -.:. . .... . , //',, - // / 111ill , ,J ,/ ��,�;,,, - �&, / /.,, 4 / N�_ --- �. / 4/// I / I I/ / . � I i, , , I, I I -1 I / I I - , , , \ � I Scientific Name I Common Name I Abbreviation I Quanuty Wetland Landscaping NUPHAR LUTEUM SPATTERDOCK NL 358 LEN NA SP. 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I 8 hK ' / / , /. / / / , " , 1 -l'- --- , , , I DA# I Project Drainage Area Designation U L storm pollutant export in pounds, L = [P(PDF 12 ] [ C(A)2.72 ] RV mean runoff coefficient, Rv = 0.05 + 0.009(1) small storm correction factor, 0.9 Pi I percent imperviousness 6.A 1 project area in acres in subject drainage area, i A= I 21 P annual precipitation, 47 in Albemarle F_,_____-, -,--- ____ -,-,-- A __-I?!LJ - C target phosphorus pollutant concentration, mg/1 or ppm If factor applied to RR V required treatment volume in cy, 0.5', over imperv. area = A(I)43560(0.5t12)/27 RR required removal , L(post) - f x: L(pre) %RR removal efficiency, RRIOO/L(post) kmervious Cover Computation (values in feet & square feet) Roads Lencffi Width i i � i LeW I i __ i, and wallm r 15,;- --,----------,-- I_ ..._.-- --- t- -.-.-- i I---- ! . i _____ I— � ------------------- i : I Paricing Lots I --- 1, Gravel areas Area I i i L------------,----------- 1 Structures 'Actively I -grazed pasture & i I yards and cukiwded birf �Acbve crop land i l______ 'Existing �111995W, -______ I Ofier.Lmpuvious Areas Impervious cover ____, F ---------- - __ - t R LQ)`I V 1 i_ _Apq _Y�_ 1 I 0.57 t' $43.1 I -1 (Itn no. - - -_1____1_1__-. - __ x 0.70 = I X outs = Area ;x — 0.25 = Lx 0.04 = Area (21.64ac.) . -_- Existing Belvedere Bhd-&. 1 - ; / I _ 47;�o ,-, � r C- o.2 I/ -< I .., I I i 1 - I I . _/ " / � � I , 'I - - - I--- - . i Ik 1-1 - / . , .'. - �: , ";,, / 1 , , i / / //�/ --- I 1Z -_ / . ___ \�,�` 1 1 1 ., I I I , I If V// / /- - -- \�_ - , -__ - . � ,_ / �,,- :.... ` � , '! 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I , ---,!' I P) ! 1; I I I I -- 1- _ f � 1 I I I \ I , I I MS -19 Flows: see Rermrks Above for Post-Dev.< Pre-Dev. DETENTION PLAN (10 YEAR) STORMWATER 23.71 ac. (roughly equal lo finift of disturbance) Project Area: 21.64 ac. Area Detained: Percent Captured: 91% (should be between 80% and 120%) ) , I y I I -1" I I , : , \, - __1' _-, � I \ \\ \ , 1 - 11 , I / / I'l � 1 , ���� I I i I i --, -,, \ I 50- / - / f // It t I I I 1 ', -, / I � I I , _�� � , " -, I ; I I I I I I l J , , , -- \ -_ , - -- \ \ . 11 , . , I ! : I 1 17 - -0-11 , 1� - 1i ,- -i"j, I I I I (',/ i , I I , I 1 - - " ... - - ,--' J "', , \ I / Z / / / - -.1- � I " 111p \ .1il 1 4 '! I 1. �r \ - 11V 'I- I'll I - __ ; / / / 1Z / �, / , ./I) 0 I 11: , , / I I I I I I . - I I I i , I I 1 i I , � I- --- )k/\ - __� 1Z - /!// , If I ) / / �� ___ I . I ; I I fl, , I I I , __.� \, - �, I �_ - 'I-, __1 \ V ___� - I I/ /I //J/J " -, / , , // 11/11, I �6 � ,\ -,---_��_ \ I I.il . I"! � ; , Ill I I I I , \ - - / / I ,I - I I -) i \ 1-1 I / / / . ) I ", !I I 11 11 " !!! I I \ I ,�\� \�,\ � _,,"1_11 -, ,�, - , \ , \ \ - -_ / I i ,1 / H 11 I q --, I . I I j I � . \1 I i I kk-�C\\ - RAiNAGE,DIV \ " - " \ I - " ',�' _ I- -, -,, / // / / I / / / / / , / g((/ / / I !! 1, 11 // 11 I, 3_11 / / --__ 1, - �\�- \ I i i I � - ( �_ ,� "\ \ - M \, \ \ \ \\ I I" 1�� I ,JA.___�,_._1__ � I I � , . _�, , \ \ \ \ ,-, � 11 , , ! I I 'r _\:C. ATE -R Qt*L)T-Y I \ ,,,, - ,�, / ; I 1111 , 1 II I '' I 0 \ Z" � ,\ - I . -'\ --,��-- �/ // / / // / / -11 I / , / I' I I C, \\ " D �k I - / I �1 . I �t_ \ . \ \ kll_CULA�10tj� _4 I-, /I I I _2L;L_ __ ,/ I __ I I I ! . to I - �-,Z,, -,- // If , I . I - 11,1111 ; I I I - T \ � \ \ - \, - - ) ) �/\ '-,- / I) /,�11I �I1 � \I � i I I I - ,'�,, / \ / /I - I I\/ 'Ilill- \ / .� \ , -\-7\ - / / / I \ \-,� I �]'. I-, � � 11 \ \ \ \ ,,/i, __.�___ I 1 I ///J /�v 1 LOT - I I I I \\ I \�" - / I I � , UN 11' I , , / I I 911 I \ �J � I IT, � \ --, -" " � \ / N I'll �, . / I __ 1_ I I I / I I ,� I I -1 \ 11- 1\ , \\ \ \ t �\ \ 11 - t / — / I I ___� / / // / / I I ! i __ I " 11111 ,� �W!Jjl , "I-, I 1) I __ � ,� " '� I \ \\ 11 ___/ - 'I�-_ �_ , 1 - 1. "I / -410_____ Il / f I 1Z / (/ I I , 1, � I I i I C� 1 1,rl-] ! I I , I I I I \ - ,.< - ... / - / / I / . I N , /I / / / / , - - I I I 1 1 III,;! � I ---��,� . -, "I" \ \ X /� / / Z", // / / I I I I i I � �� '_ ,\ \", '-- I � -- )1& if I/ / I I I _� / / I 1Z . I F I / /\ --- 0� . <� I � - / / I , / / T---� 1 1: � , - 1`1 , / / / X ,/ / I � 1, 1111 I I (1) 1� I-- � - - __� \ 1\ " �, / I , 1, - - , / / / II NOS / ! I�J�h \ \ -_ ,,--��' - -\, \\` "\�11< I I / I / I I . . �i,�� / " � -- - ---i, . - - / , I I I-,' "/ ,L___ _____ I i I I'll :I ilN \ \ 11�� -� 11 -- \ \_ - i IV ; ) ! �', "* � , * I / / - ��,,\1� I / I / I I �111 0 \ \ I I / I/ I ( \\ �_,_ -___ / / � - ill +_ --, -�, - �� -, , I--_ - , , I I 0 - , - � I � �1) .,��_ -, ,,�� 1\ , , / I / / W 's ,_71--_ -L I I � ,X \ ___/ ,/ I \ - --, r I � � , I I __ I X . I/ / ,/,:t /, I I I � --,- �,K J � - - � L, � I 1� : / I I 1� _--- . ------�- -_ - , � I I I I t \ \ - _1 / //X// ll If , I _ N \ - " ' '' > _ 6 .14 12.09 . < 6 - I � W ? . I 28 d ti - - 90 L 9 �_ 0 j lux g _J < I Z �l r?) Lr) I I � I i , 4 " � lX a , �t 2 , fle -5 U_ I I UJ 0 A A . A] Pawks Area 1A 12.09 24.41 2164 I � 0 I - For MS -1 9 &Channel Adequacy Caks: Post -Day. Flom. (25. 16) < Pre-Dev. Fbva (39,13) Drainage Area I B t _9 t i 'i C 2- 9 I Rwywks Drainage Area 2A 2.95 1 2.07 - D - Adequacy Calce. Drainage Area 1 A 12-09 10.64 21.64 - 15.59 - For MS -19 & Channel Ade*m,y Cabs: DraiaM Area 1B 6.60 6.43 I - I _5 - Poet-Dev. Flow (15.W) -c Pro-Dev. Fba (17-07) - - Drainage Area 2A 2.95 3.38 1 2.07 2.78 - .y cales: For NIS -19 & Channel Adequacy Drat ME Area 2B - 2.07 1*90 a- >' Nftw� posl-Dw Flows a78) < Pro-Dw Flows (5.28) 1 MS -19 Flows: see Rermrks Above for Post-Dev.< Pre-Dev. DETENTION PLAN (10 YEAR) STORMWATER 23.71 ac. (roughly equal lo finift of disturbance) Project Area: 21.64 ac. Area Detained: Percent Captured: 91% (should be between 80% and 120%) ) , I y I I -1" I I , : , \, - __1' _-, � I \ \\ \ , 1 - 11 , I / / I'l � 1 , ���� I I i I i --, -,, \ I 50- / - / f // It t I I I 1 ', -, / I � I I , _�� � , " -, I ; I I I I I I l J , , , -- \ -_ , - -- \ \ . 11 , . , I ! : I 1 17 - -0-11 , 1� - 1i ,- -i"j, I I I I (',/ i , I I , I 1 - - " ... - - ,--' J "', , \ I / Z / / / - -.1- � I " 111p \ .1il 1 4 '! I 1. �r \ - 11V 'I- I'll I - __ ; / / / 1Z / �, / , ./I) 0 I 11: , , / I I I I I I . - I I I i , I I 1 i I , � I- --- )k/\ - __� 1Z - /!// , If I ) / / �� ___ I . I ; I I fl, , I I I , __.� \, - �, I �_ - 'I-, __1 \ V ___� - I I/ /I //J/J " -, / , , // 11/11, I �6 � ,\ -,---_��_ \ I I.il . I"! � ; , Ill I I I I , \ - - / / I ,I - I I -) i \ 1-1 I / / / . ) I ", !I I 11 11 " !!! I I \ I ,�\� \�,\ � _,,"1_11 -, ,�, - , \ , \ \ - -_ / I i ,1 / H 11 I q --, I . I I j I � . \1 I i I kk-�C\\ - RAiNAGE,DIV \ " - " \ I - " ',�' _ I- -, -,, / // / / I / / / / / , / g((/ / / I !! 1, 11 // 11 I, 3_11 / / --__ 1, - �\�- \ I i i I � - ( �_ ,� "\ \ - M \, \ \ \ \\ I I" 1�� I ,JA.___�,_._1__ � I I � , . _�, , \ \ \ \ ,-, � 11 , , ! I I 'r _\:C. ATE -R Qt*L)T-Y I \ ,,,, - ,�, / ; I 1111 , 1 II I '' I 0 \ Z" � ,\ - I . -'\ --,��-- �/ // / / // / / -11 I / , / I' I I C, \\ " D �k I - / I �1 . I �t_ \ . \ \ kll_CULA�10tj� _4 I-, /I I I _2L;L_ __ ,/ I __ I I I ! . to I - �-,Z,, -,- // If , I . I - 11,1111 ; I I I - T \ � \ \ - \, - - ) ) �/\ '-,- / I) /,�11I �I1 � \I � i I I I - ,'�,, / \ / /I - I I\/ 'Ilill- \ / .� \ , -\-7\ - / / / I \ \-,� I �]'. I-, � � 11 \ \ \ \ ,,/i, __.�___ I 1 I ///J /�v 1 LOT - I I I I \\ I \�" - / I I � , UN 11' I , , / I I 911 I \ �J � I IT, � \ --, -" " � \ / N I'll �, . / I __ 1_ I I I / I I ,� I I -1 \ 11- 1\ , \\ \ \ t �\ \ 11 - t / — / I I ___� / / // / / I I ! i __ I " 11111 ,� �W!Jjl , "I-, I 1) I __ � ,� " '� I \ \\ 11 ___/ - 'I�-_ �_ , 1 - 1. "I / -410_____ Il / f I 1Z / (/ I I , 1, � I I i I C� 1 1,rl-] ! I I , I I I I \ - ,.< - ... / - / / I / . I N , /I / / / / , - - I I I 1 1 III,;! � I ---��,� . -, "I" \ \ X /� / / Z", // / / I I I I i I � �� '_ ,\ \", '-- I � -- )1& if I/ / I I I _� / / I 1Z . I F I / /\ --- 0� . <� I � - / / I , / / T---� 1 1: � , - 1`1 , / / / X ,/ / I � 1, 1111 I I (1) 1� I-- � - - __� \ 1\ " �, / I , 1, - - , / / / II NOS / ! I�J�h \ \ -_ ,,--��' - -\, \\` "\�11< I I / I / I I . . �i,�� / " � -- - ---i, . - - / , I I I-,' "/ ,L___ _____ I i I I'll :I ilN \ \ 11�� -� 11 -- \ \_ - i IV ; ) ! �', "* � , * I / / - ��,,\1� I / I / I I �111 0 \ \ I I / I/ I ( \\ �_,_ -___ / / � - ill +_ --, -�, - �� -, , I--_ - , , I I 0 - , - � I � �1) .,��_ -, ,,�� 1\ , , / I / / W 's ,_71--_ -L I I � ,X \ ___/ ,/ I \ - --, r I � � , I I __ I X . I/ / ,/,:t /, I I I � --,- �,K J � - - � L, � I 1� : / I I 1� _--- . ------�- -_ - , � I I I I t \ \ - _1 / //X// ll If , I _ N \ - " ' '' > _ 6 MS -19 Flows: see, Remarks Above for Post-Dev.< Pre-Dev. MS Prds-rioupkvvymnt D.A. Desc. D.A. (acres) 1A 12.09 � -W � I � W ? 2.95 I 28 W -) W - - 90 -3 _: 93 9 �_ 0 j lux g _J < .., - g 9 � le �l r?) Lr) �J E? � I � � a- 4 " � lX a , �t 2 , fle , �._R i I � i I UJ 0 o.Drainage �.4 LL. . 23 Pawks Area 1A 12.09 24.41 2164 - 25.15 I For MS -1 9 &Channel Adequacy Caks: Post -Day. Flom. (25. 16) < Pre-Dev. Fbva (39,13) Drainage Area I B 6.60 14.72 - Drainage Area 2A 2.95 7.73 2.07 5.76 - Adequacy Calce. Drat Area 2B 2.07 4.36 15 1 I post-Dsv. Flo" (5.76) < Pre-Dev. Fbn (1 2.1 1) I MS -19 Flows: see, Remarks Above for Post-Dev.< Pre-Dev. MS Prds-rioupkvvymnt D.A. Desc. D.A. (acres) 1A 12.09 113 6.60 2A 2.95 I 28 1 2.07 L = 23.71 Post-DevelopIment D.A. Desc. D.A. (acres) 1 21.64 2.07 2 E = 23.71 � I t I - 1 i 1 I _ ) i A / '\1 1. �. ___ I I i\_ / ,11 I �: I — — - .. . -Ir 11 . 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"V \\ ----- � \ / / Iq � �, / - , , I __�:: - - --400 __ ",�, - \ \ W", ��Z,_ -, I � � I , / 11 I / ___ —, I--- ,--" � __ \ \ , -\ \ \\ , 00 �, 1� ----. ____ - , � � X \ \ I - / , S - ,�\ � -)\ \ I I I'll &N - __ � �� \ --\" \ 1(�� / , / 11 \ ,� - --- -_ ____ -- --- --- --- �,' \\ \\p 1�1 - , 1Z I Z - ____ \ _____ - - - --.-- \\'\\ \ � - \ � K\1\1 y Z - �AV,XX I 11 \ -.--- - �- - P I , �\ - , \ \\\ - I - A k \\, 11 , \ -\\ \ \\ I 11 ,-_ \ Z ,- L_ ----e , \\\\ \ I - - - -,, t ��,- / I i - iIII �, I � . 'K� - I I Z I�Q_ � - — \ _ I �, I "I "I I __Ioe� - � __1� � � 6 - ,-\ I It, ,�� l � , �_ "I I ',� � Z//1' "I Z Xx I/ . 1 I I , \ \� �` � "I � , , I 1\\ Z I'll 'k, ;�t_ - -1 > q - -Z"- / I - - 11 " , \ , \ --- , 11 / 1, `_ � \ � � 1 / -_ - 1-1 I'll 1/1-1 - � _____ � . , \ �-,\ 11 " . - � ,.- ", \ � I / \� \ �\\\\�\\,��', ,\ / �, 1-11 / I X X��_ . I I / � " "I _.. --- , .. I I \ / I/ . \, / ; , - I 1-1 C/) �,,_ \, \1011 / / / - -_ "-- ., I , � , . - 001, \�51. , X , / \ � I I / / / "� *' 1Z, / , General construction notes for Stormwater Management plans i. All dams and constructed fill to be within 9!;% of maximum dry density and 2% Of Optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. FlCvURE 3.01 - la Homegenems Embankments w1,Veqwge Controls � � Perforated cc FOUNDATION DRAIN . . 1 . � . 9 . , . . . . . I 1 . . . 1 I I 1. I __ - r_1 , --I - I " -I— I I I -Cut I off ftwh-4! Wo swtM .wt" - _ i Soil or rock I L - - - - - - TYPICAL HOMOGENEOUS EMBANKMENT c:\3-01-10 Source: SLS F 0 BLANKET DRAIN A or 9mW ** Sant gmal or red Z- Rock or gravel In 0 . drain ' (TrurW4on Mer CHIMNEY DRAIN TOE DRAIN wgincering Field Afaitual I 3.01-3 — 4� ITH � '01 SCOTT . COLLINS�Z No. 35791 I� i�4- - &�OIVAL S 64) �ro IV Q0 4 11� 1 71/ N P Z 0 E cc t4 0 Z 0 LO LO (A LLJ Z t<_ 0 0 M — U) " > UJ ce 0 "D ti �p --, rn N �q 1-1 0 - V4 �4 4� V-4 U, I 0, " a �_ L9 I :! Z (7\ V-0 I CL U.J LU x a- & - �_ 0 cl� ,-� _J �l r?) Lr) UJ a*� C's4 .J > LU 4 < a '. , 114- Z I UJ 1 �.4 LL. ce CL CN X %%ft/ %".W I I 1�7� JZ " CL o .e , > 2: 0 ^ P. -M U 15 �l 04 M U 0 - 2- _5 rA LU < . 2: U 0 - e 3 I I 7 ct '*_� Z a- >' Nftw� -r_ -0 4) �-4 94 WQ CL �- 0 Z -50 �V4 U LU Z 0 Z a = E "C to Z -05 Q� I..,4 F_ Q Z _U, - EA F-4 Ul LU 0 Z I " Z _:J . 1= 0 W4, UJ UJ - � 0 C, -6 -C W 94 > .J Lij 0 -5 0> 0 r 9 0 .10 V F-4 CA UJ ca Cid VC Q.2 -, -C , 3t 0 �: 9(_0 0 e Z 0. X W C/) 94 <LI� .5 C 9 >,= W ".1 JP LLJ > < D CY ID ,ii 03: 00, K.G W.X W Q� La.2 UJ 0 -1 UJ CY- Z 3_ Z,0 �4 En UJ LL1 Z v) 2 Z _0 0 00 UJ Q� I_ < q , 80 00 _,� 00 LU 3: 0 >,'v - C Iwo QL 6, i:.c CL �5 0:2 ID �- UA .� .0 0 :3 e Z.2 X b t 4) t 0 2 :5 0) � LU = C 0 g (n 0-0 i 'O 3 E "E .1 ' JOB NO ' 092031 06 'Q C 0 - - .2:3 .'a 6 O 2 (0 SCALE "=60' 1 =60' .02 C U O.G S NO. SHEET 017 a � 0 4) M .10.6 4) �= I.- 3: Drainage Area Description Area (so Post-Dev. D.A. #1 Belvedere Blvd. & Path 75355 Proposed Parking & Roads 212431 Proposed Sidewalks 36335 Proposed Buildings 112084 Future Commerical to the North 60000 Future Residential to the North 15000 ITH254i LU LWA6 Y_AAL4,.L�J 95' WIDE GRASS WEIR 0.1 z !R / I 4JUET POND DETAIL HANSON CONCRETE ) "I" � I OUTFALL CHANNEL W1 ��26,2660\01FPROR\PSED, ANT/ VORTEX IENTIONPOND- 4xWQV 5: 1 SIDE SLOPES. AX/// SHtET FLOW;i` 7RASHRACK EXYSTIN�& FUTU�E L=loo'/ 10T "A 0 E EA SHALL B SLOP/E= 4W &T SCALE 1 '1-30' (A TRkA TED TAINEb\ (FOR IAIA TER 0UAL17YCALC5) 511205 Drainage Area Description Area (so Post-Dev. D.A. #2 Belvedere Blvd. 0 Proposed Parking & Roads 0 Proposed Sidewalks 4850 Proposed Buildings 10211 Future Commerical ro the North 0 Future Residential to the North 0 BASIN TOP OF DAM WD TH= 10.0' AT AN ELEVA 77ON= 405.75 ,,-TOP OF FOREBA Y DAM WIDTH= 2.0' AT AN ELEVATION= 399-00 ------ ------------------------------ ----- ----- ----- 9. 75' 1.0' T= 10' AQUATIC BENCH 11 ` I I LU 36" RCP MULT-STAGE RISER.%* \ \ / ' ( \ I / 17V 6� :\ ■� POS DEV. D.A. #i FOUR 10" ORIFICES AT ELEV. (FOR "TER QUA L I Ty, %4ET SWM -3 FOR ADDITIONAL J99.97, ONE OJ- ORIFICE AT DETENTIQN & CHANNEL / t1,�X. I I OP ELEV. A T ADEQVAC\YC4LC5) Z ELEV=J99.0, RISER T I r MS_ �q CHANNEL ADEQUACY 402.25' 21.64 ac- \-- I., I. I t MAJOR DRAINAGE DIV,0�\. /I " %IMPERVIOUS, i,=63% FOR WATER OU��" & r -ORIFICE COEF-F= 0.6 If IX ) I � I ! 1 1 ii r 11,ATIONq AND MAP �CN=86 o \ 15061 /0 rfUt' LTAKI'MiL / / / I/ / / / - 1�1 - DETENTION CAL�ULATIONS- z 9 7 LF 0 5.15Z I /' 1§11 (/ - jc=o�-�8 hrs. WV W= J88. 00 TRASH RACKS SHALL BE IV / / I / I $- '% / / III � / 11 ( I E INSTALLED ON ALL INV. OUT= i8j. 00' U SA4H ORIFICES PER V TECHNICAL BULLETIN f7 InIlOWNY 1V!j1(3E RISER FOOTING 0-0( z i- Year, SCS 24-hour Storm Distribution C 4 Area (acres) 21.640 PRINCIPLE SPILLWAY CN 86.9oo If Type 2 (NUT TO SCALE) 4-, M ---------- rainfall, P in 3-SOO L1 X t time of conc. (hrs) o.1800 - Y t SHALL( time increment (hrs) 0.0200 100 YEAR 2 & 10 EA R STORM XW-60NC. FLO time limit (hrs) 60 000 100 YEAR WS.E.=404.7J EVENTS DO NOT CREST THE / L I =375 9� fudge factor 1.00 -OPE= 63% routed true WS.E.=404.73 A Y EMERGENCY SPIUW 10 YEAR TOP OF DAM Peak flow (cfs) 52-482 W.S.E.=403.97 WD7H= 10' AT AN f7 peak time (hrs) 12.970 2 YEAR volume (cy) .797 ELEVA 770N= 405.75 6318 WS.E.=402.35 /J,/ -:7,� I - -A _', I l or I / ! � {V, � � / / /•J J\� \ 2- Year, SCS 24-hour Storm Distribution -- --------- ---------- 1. 02 *' OF Area (acres) 21.640 I q CN 86.900 FREER 7- o F! Type 2 DURING rainfall, P (in) 3.700 100- YRrai time of conc. (hrs) o.i800 -------------------------------- 7� ------------------ 61 time increment (hrs) 0.0200 a,CD CD time limit (hrs) 6o.000 LLJ tj 1,00 d rn fudge factor r�j w4 true WEIR COEFF= J. routed 95.0 -1 E peak flow (cfs) 56-835 WEIR COEFF.= 3.3 RAINA� peak time (hrs) ii -97o 10.0, Ill'biY/�E FO EMERGENCY SPILL WA Y /h// volume (cy) 6842-907 I C -C LINED FOREBA Y SPILL WAY ELEVATION= ION= 4U4. lo UrAM SPILL WA Y T ON- 10 -Year, SCS 24-hour Storm Distribution Area (acres) 22.640 ELEVATION= J CN 86.9oo .98-00 CONC. LINED SPILL WA Y Type 2 J rainfall, P (in) 5.600 PILL WA Y FOREBA EMERGENCYSPILLWAY time of conc. (hrs) o.1800 F time increment (hrs) 0,0200 N 15 NTS /W -HE time limit (hrs) 60.000 L�104 fudge factor 1.00 routed true 99.582 pe a k flow (cfs) Q) peak time (hrs) 11.970 volume (cy) 21.989.645 f 7- loo- Year, SCS 24-hour Storm Distribution Area (acres) 22.640 CN 86 -goo I` Type 2 rainfall, P (in) q.-ioo 5 gam time of conc. (hrs) o -i800 awmdomwillhASTM OM Sadko (2.) Dinwalumvib)WOPI jgomm vwW&mdASTM 0M OrAn LID. and rbw 0b.) Is VWW darn asftsm,GMM c#0WLM) - go,softeow Iota A9TMA&15*6b=0VEW- CVQM*WftI Nk*V=nW to be AW F i 2 x 6 W2A z W2.5 WMF MINIMUM. Mo*W Wqwdw, r, - 4.00 "I� f 0 00-000 W C -08b amoor ovw = 4 IwL Cc M 1 000 6W Ishow Wdaes1414L . M dhwakft wAodth doom. 471-1 Fmft & Grob IS WMIA0 f*rW LD- ft- and WW In"I Precast AWO.VorW Devhn (Cap and ft14.1 tr) VA I0 454 1111111"Um time increment (hrs) 0.0200 If time limit (hrs) 60-000 1/ I I I 1' l ! l i /- ' I _ -i fudge factor 1.00 routed true It 71 peak flow (ch) 181.3740 peak time (hrs) 11.970 volume (Cy) 21833.296 W/ 5W -indication -PW, / Basin Input Data Routing Method: Stora itf I j t W" 7 -hour Storm Distribution BasinFlow printout i- Year, SCS 24 O)PE=12," inflow (cfs) 52.48a at ii.96(hrs) j INPUT: discharge (cfs) x4.441 at 12.20 (hrs) water level (ft) 402.172 at 12.20 (hrs) Basin: Belvedere Retention Basin III storage (cy) 61l3.837 001z" Year, SCS 24-hour Storm Distribution 23 Contour Areas 2 Elevation(ft) Area(sf) Computed Vol.(cy) inflow (cfs) 56.834 at 11.96 (hrs) LU Vt" L9 393-00 9795-00 0.0 discharge (cfs) 25.591 at 12.18 (hrs) .00 385.6 394 - water level (ft) 402-345 at 12.18 (hrs) 00 21041 395.00 22359-00 828.7 storage (cy) 6292.676 (01N LU 396.00 i3726.00 i3o%.6 zrl MM 0 POST -DEV. D A. #2 3 7.00 15238.00 1837.7 io- Year, SCS 24-hour Storm Distribution (4 i6848.00 398.00 2431.6 inflow (cfs) 99-581 at 12.96 (hrs) 400.00 24238-00 4024.9 water level (ft) 4o3.968 at 12.20 (hrs) D0ENTION&CHANNEL 22551-00 3158.7 Ul > \1 Nib --(FOR WATER QUALITY, 399.00 discharge (cfs) 25.%48 at 12.20 (hrs) LU o 4952.8 ADE0dACyj4ALCS) 401-00 25822.00 2%.oI7 ac. 402-00 27459-00 5938.4 storage (cy) 8060.407 _j LU 2%' 403.00 292SS.00Q(O 6986.6 ioo- Year, SCS 24-hour Storm Distribution 404-00 3o778.00 8o96.3 CN=77 ioi67 discharge (cfs) -165.820 at 12.00 (hrs) 405-75 33241-00 .3 inflow (cfs) 181.339 at 11.96 (hrs) / T Tc- o/4 -i hrs 14 levation(ft) 399-00 V01.(CY) 3158.67 water level (ft) 404-726 at 3.2.00 (hrs) Start_E storage (cy) 8936.403 cli LL. Outlet structure 2 W 5\ 1 I I i I I I II \ �\ I I I I W I I f I j I i\ \ \ 4303 / // 1 / / %/ // I' f! 1 j' ' /Outlet Structures orifice C114 X Outlet structure o Weir name: Four to inch Orifices T name: Emergency Spillway area (st) 0.545 LLJ diameter or depth (in) -io.000 C"-4 j W 0 AINAPE_"Dl�_ length (ft) 95.000 C11.4 X side angle 78-690 width for rect. (in) 0.000 CL z ER QUALITY L /& coefficient 3.300 coefficient 0.600 CALCULA71' invert (ft) 404-150 invert (ft) 399-970 __!ONS 0 10 multiple I multiple 4 Jill I I,Ijli discharge into riser 0 discharge through dam Outlet structure 3 64 Outlet structure i Curve 04 Culvert D name: Barrel name: Anti -Vortex Device -'6 multiple I z U 9 1 1�' multiple 1 402.21;0 AicrhArna fmitnfricpr Invert (ft) n ftoAwr O Iacme ric HD .4rvroaa 41violet" V21 r" bF PbrUe 1 00 Mm or equd 0000 I (DOC) r 1 0 dwwe vItk WUng TWO Ad mm 2v. M arm Section Uxlahtz \_TM Its Elevation er AV gnaw and PLLSM W.C. sm am BMP DEBRIS CAGE SOLLMONS T0*SAK V& am INC. 41411-im-4m Ln . ..... I 1 1 ) i i / '' 1 I- \ \ \\\\\\\ \\ \\ �\ �\ \_ �:� f lI 1;- I WHA \ S _T44tx0EDS -lo%, SLOPES. FAC LIT_�,Pk 0 j 0 z 100 YEAR Ul W LU Uj 0 0 > I I I tI' ; I t I I ��� \\\ \ \ \\ \ \\ ��\\:::r r / / r W.S.E.-404.73 LU YEAR 10 Y Uj I I I lj� I I �, I \ \-�\ \ \\ \ l \ - , W S. E.=403.97 r 2 YEAR WS.E.=402.35 10' WDE TOP OF DAM Cz I I I,I 1I I\ I! II `I�I , J / '� � / '1 I I 1 _ \ , �. 1 II II I j ' \ \ \\��\ �\�� \\� \�\ \\\ \\\\\\\\\\ \, \, � \� \�\ \�\\ `,\' \ \ '' ' ;, ', ; . , _-�--_ - -- - ----__ X MIN. REQUIRED FOREBAY MIN REWIRED �V ELEV = 405.75 0 0 0 VOLUME= 10, 650cf (4x)=91,055cf Cn NHm WQV PROWDED=85,284cf FOREBA Y VOL UME WEIR ELEV. 404.15' HANSON E 0 E PROWDED=14.973cf CONCRETE LU 0 CD AN77-VORTEX 95' WIDE GRASS WEIR 0 Ml� -il > M G TRASHRACK OUTFALL CHANNEL W1 Li 2 2' WIDE FOREBA Y TOP 5.1 SIDE SLOPES. 0� y 0 OF DAM ELEV. 399-00 CY LLJ C\; �� \ Ll III , I\' \ , j I i I \� \ \ �� \`- \ \ �i' - I \ \ - MAX. EMBA NKMEN T LU cr- H T. = 19.75' LU 0 L (405.75-,386) - - - - - - - - - - - - CD 6 6.5' - < '--777 7 VDOT STD: OF 00 1 I I / \ \ I 1 I ` \ \ ` \ \ M. WS.E.= 10' AQUATIC BENCH EC- 1, CL. II, PONDING to Uj J99.00' DEP TH C f CL 1E5 TYPE B "17 -RAP RIP IN ORIFICE COEFF= 0.6 LLJ (L- 26 ', W1-9', '2 ;\ III 1 \ \ �\ \\ / I I ; / iW. - - ---- Q.2 We 2s ;t it �11 I b 2 L Uj 0' CONC. LINED LU 00 r \ I 1 \ \ ` I 1 / I �/'�J 80 TTOM 0 SPILLWAY, MIN. 8' WIDE @ TOP & X 6 Q Ln FOREBA Y 13' DEEP IMPERVIOUS ELEV. =398. 0 J6" RCP MULT-STAGE RISER. 1 1 1 \ I ,1 w r 1 / i / I ��/( ; 1 I !I _ _\ ELEV. J93. 0 JOB NO. FOUR 10" ORIFICES AT ELEV. 15" RCP BARREL CORE & CUTOFF E BOTTOM OF RETENTIO 399.97, ONE OJ" ORIFICE AT 97 LF ®5.15 TRENCH WITH 1:1 SIDE 092031 BASIN= 391.00 =J99.0, RISER TOP ELEV. AT INV IN= J88. 00 AIL ON C ELEV SLOPES. SEE DET 1 \ 1 ,11.2 1 / % ) / �/ ' / / / r- _ 402.25INV OUT= 383.00' SHEET SWM -1 FOR SCALE 0 ADDITIONAL INFORMATION. 1 =60' / "TEN � TION BASIN z / x// '/ SCAT M I CL SHEET NO. 2 > 4) (NOT TO I � 1 1' _ \ \ r / /__ _ SWM -2 0 Standard Dirimenellons 24 30 48 58 34 27 33 112 r 60 72 37111 226 30 37 00 72 41 225 as 44 60 72 48 222 42 51 72 86 55 3A6 49 SS 84 , 100 82 427 54 W 86 i1a 72 84 08 100 1114 70112 76 420 5.48 85 aq�/, L 96 $4112 "a 72 go 108 .114 128 90 GA3 78 941/2 128 1 1147 98 '12 SW 84 100 126 147 1 104 , 8.90 awmdomwillhASTM OM Sadko (2.) Dinwalumvib)WOPI jgomm vwW&mdASTM 0M OrAn LID. and rbw 0b.) Is VWW darn asftsm,GMM c#0WLM) - go,softeow Iota A9TMA&15*6b=0VEW- CVQM*WftI Nk*V=nW to be AW F i 2 x 6 W2A z W2.5 WMF MINIMUM. Mo*W Wqwdw, r, - 4.00 "I� f 0 00-000 W C -08b amoor ovw = 4 IwL Cc M 1 000 6W Ishow Wdaes1414L . M dhwakft wAodth doom. 471-1 Fmft & Grob IS WMIA0 f*rW LD- ft- and WW In"I Precast AWO.VorW Devhn (Cap and ft14.1 tr) VA I0 454 1111111"Um time increment (hrs) 0.0200 If time limit (hrs) 60-000 1/ I I I 1' l ! l i /- ' I _ -i fudge factor 1.00 routed true It 71 peak flow (ch) 181.3740 peak time (hrs) 11.970 volume (Cy) 21833.296 W/ 5W -indication -PW, / Basin Input Data Routing Method: Stora itf I j t W" 7 -hour Storm Distribution BasinFlow printout i- Year, SCS 24 O)PE=12," inflow (cfs) 52.48a at ii.96(hrs) j INPUT: discharge (cfs) x4.441 at 12.20 (hrs) water level (ft) 402.172 at 12.20 (hrs) Basin: Belvedere Retention Basin III storage (cy) 61l3.837 001z" Year, SCS 24-hour Storm Distribution 23 Contour Areas 2 Elevation(ft) Area(sf) Computed Vol.(cy) inflow (cfs) 56.834 at 11.96 (hrs) LU Vt" L9 393-00 9795-00 0.0 discharge (cfs) 25.591 at 12.18 (hrs) .00 385.6 394 - water level (ft) 402-345 at 12.18 (hrs) 00 21041 395.00 22359-00 828.7 storage (cy) 6292.676 (01N LU 396.00 i3726.00 i3o%.6 zrl MM 0 POST -DEV. D A. #2 3 7.00 15238.00 1837.7 io- Year, SCS 24-hour Storm Distribution (4 i6848.00 398.00 2431.6 inflow (cfs) 99-581 at 12.96 (hrs) 400.00 24238-00 4024.9 water level (ft) 4o3.968 at 12.20 (hrs) D0ENTION&CHANNEL 22551-00 3158.7 Ul > \1 Nib --(FOR WATER QUALITY, 399.00 discharge (cfs) 25.%48 at 12.20 (hrs) LU o 4952.8 ADE0dACyj4ALCS) 401-00 25822.00 2%.oI7 ac. 402-00 27459-00 5938.4 storage (cy) 8060.407 _j LU 2%' 403.00 292SS.00Q(O 6986.6 ioo- Year, SCS 24-hour Storm Distribution 404-00 3o778.00 8o96.3 CN=77 ioi67 discharge (cfs) -165.820 at 12.00 (hrs) 405-75 33241-00 .3 inflow (cfs) 181.339 at 11.96 (hrs) / T Tc- o/4 -i hrs 14 levation(ft) 399-00 V01.(CY) 3158.67 water level (ft) 404-726 at 3.2.00 (hrs) Start_E storage (cy) 8936.403 cli LL. Outlet structure 2 W 5\ 1 I I i I I I II \ �\ I I I I W I I f I j I i\ \ \ 4303 / // 1 / / %/ // I' f! 1 j' ' /Outlet Structures orifice C114 X Outlet structure o Weir name: Four to inch Orifices T name: Emergency Spillway area (st) 0.545 LLJ diameter or depth (in) -io.000 C"-4 j W 0 AINAPE_"Dl�_ length (ft) 95.000 C11.4 X side angle 78-690 width for rect. (in) 0.000 CL z ER QUALITY L /& coefficient 3.300 coefficient 0.600 CALCULA71' invert (ft) 404-150 invert (ft) 399-970 __!ONS 0 10 multiple I multiple 4 Jill I I,Ijli discharge into riser 0 discharge through dam Outlet structure 3 64 Outlet structure i Curve 04 Culvert D name: Barrel name: Anti -Vortex Device -'6 multiple I z U 9 1 1�' multiple 1 402.21;0 AicrhArna fmitnfricpr Invert (ft) n ftoAwr O Iacme ric HD .4rvroaa 41violet" V21 r" bF PbrUe 1 00 Mm or equd 0000 I (DOC) r 1 0 dwwe vItk WUng TWO Ad mm 2v. M arm Section Uxlahtz \_TM Its Elevation er AV gnaw and PLLSM W.C. sm am BMP DEBRIS CAGE SOLLMONS T0*SAK V& am INC. 41411-im-4m Ln . ..... I 1 1 ) i i / '' 1 I- \ \ \\\\\\\ \\ \\ �\ �\ \_ �:� f lI 1;- I WHA \ S _T44tx0EDS -lo%, SLOPES. FAC LIT_�,Pk 0 j 0 z 100 YEAR Ul W LU Uj 0 0 > I I I tI' ; I t I I ��� \\\ \ \ \\ \ \\ ��\\:::r r / / r W.S.E.-404.73 LU YEAR 10 Y Uj I I I lj� I I �, I \ \-�\ \ \\ \ l \ - , W S. E.=403.97 r 2 YEAR WS.E.=402.35 10' WDE TOP OF DAM Cz I I I,I 1I I\ I! II `I�I , J / '� � / '1 I I 1 _ \ , �. 1 II II I j ' \ \ \\��\ �\�� \\� \�\ \\\ \\\\\\\\\\ \, \, � \� \�\ \�\\ `,\' \ \ '' ' ;, ', ; . , _-�--_ - -- - ----__ X MIN. REQUIRED FOREBAY MIN REWIRED �V ELEV = 405.75 0 0 0 VOLUME= 10, 650cf (4x)=91,055cf Cn NHm WQV PROWDED=85,284cf FOREBA Y VOL UME WEIR ELEV. 404.15' HANSON E 0 E PROWDED=14.973cf CONCRETE LU 0 CD AN77-VORTEX 95' WIDE GRASS WEIR 0 Ml� -il > M G TRASHRACK OUTFALL CHANNEL W1 Li 2 2' WIDE FOREBA Y TOP 5.1 SIDE SLOPES. 0� y 0 OF DAM ELEV. 399-00 CY LLJ C\; �� \ Ll III , I\' \ , j I i I \� \ \ �� \`- \ \ �i' - I \ \ - MAX. EMBA NKMEN T LU cr- H T. = 19.75' LU 0 L (405.75-,386) - - - - - - - - - - - - CD 6 6.5' - < '--777 7 VDOT STD: OF 00 1 I I / \ \ I 1 I ` \ \ ` \ \ M. WS.E.= 10' AQUATIC BENCH EC- 1, CL. II, PONDING to Uj J99.00' DEP TH C f CL 1E5 TYPE B "17 -RAP RIP IN ORIFICE COEFF= 0.6 LLJ (L- 26 ', W1-9', '2 ;\ III 1 \ \ �\ \\ / I I ; / iW. - - ---- Q.2 We 2s ;t it �11 I b 2 L Uj 0' CONC. LINED LU 00 r \ I 1 \ \ ` I 1 / I �/'�J 80 TTOM 0 SPILLWAY, MIN. 8' WIDE @ TOP & X 6 Q Ln FOREBA Y 13' DEEP IMPERVIOUS ELEV. =398. 0 J6" RCP MULT-STAGE RISER. 1 1 1 \ I ,1 w r 1 / i / I ��/( ; 1 I !I _ _\ ELEV. J93. 0 JOB NO. FOUR 10" ORIFICES AT ELEV. 15" RCP BARREL CORE & CUTOFF E BOTTOM OF RETENTIO 399.97, ONE OJ" ORIFICE AT 97 LF ®5.15 TRENCH WITH 1:1 SIDE 092031 BASIN= 391.00 =J99.0, RISER TOP ELEV. AT INV IN= J88. 00 AIL ON C ELEV SLOPES. SEE DET 1 \ 1 ,11.2 1 / % ) / �/ ' / / / r- _ 402.25INV OUT= 383.00' SHEET SWM -1 FOR SCALE 0 ADDITIONAL INFORMATION. 1 =60' / "TEN � TION BASIN z / x// '/ SCAT M I CL SHEET NO. 2 > 4) (NOT TO I � 1 1' _ \ \ r / /__ _ SWM -2 0 j 11�lll0111lmil v ) oAr rrr� �i �■���■■■r■■■■■�rrr�■r■rl..J�■�. rrrl� . 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PAPI �, rad m � ' ■1W. P • • • rl Q a DEE a Q Lu U De z UJ iEEEoCIE UJ a > U W m z � a Q w a f►_ � _Zvr�7��✓=���::• �;_=^� _ii1�►_.■a1�=_ �t ir—r� r., L_ - -- .._._ - Irl \■ ■a■\�! �tnu■.eoa. rtuu.�;..1"rn: �• _il�f.7�!Hr_ 4/. , _ i�t� ; ml anac As .■i■■a ���/_fit ����t_. !■■agar �.•.-.___-_ ia■a■��ai■'1■rN�l '.�r'a■ru JI � ,H l�3eri �r�av iiiar �■r/u ■uu. n, Ore.., mays •---- r■n/IP �■afro 1 � 1.��ftli. VAIM iii:ir' 1 i A, �:c■ ■■■i �ur ■== �u!i■a 1 yr ME ■ � utr luv.ao� �r .aa■ar ...moa 7 o,, mu •..� ..rte'-,. �. r / uf��:• r■■■r..• iiiill ALA -i!1 WA Wz �4W c,.._.71p . ��'•� r•�-�' its 'n�r'�1 .i l' r r r / h•rr►- .. � �►f 1 ;� ��-' LTi � -� �//��1� � �., ..•r.Y �r �j '!,� ■1� •r•r ir��.. _ ,�.•,.• •�; all; . ���1�►..1 �i��� , ■■■el.-���. �_'� •rte i.� • ■ 1W Ar����• ��'J�;,�1►�`t�r.���''�e'���'vl • :5AW4�1yu�:�i�f(��Cv:DTj:.: WA ►:;r =�1 r " Ilii �Ir U• •• UP ar■ M i "INAr". g om'SAi '!4 MPAV ! Bi k��- �`-r----•-1 clr.':'S`\�,_1:�.•1� 44e.r`' ��o�ii II a I''i.ro l ler /�I oav =I , U ', ►ii n�►! 1oilAl, MIN MIR ■_- _, .. ��... ..6! W-7 • 1 • U LL Q CL z Q W LL oC `- w z W a LL1 H Q Q u 0 W z W W DETAIL 14: Parking Lot Street Trees &Ground Cover Detail (1 "=20') 11ra"Na, I -r: DETAIL 15: Southern Parking Lot Ground Cover Detail (1"=20') NQTF ALL GROUND COVER SHALL BE PERIWINKLE, AS SHOWN. FOR ADDITIONAL DETAILS REGARDING PERIWINKLE AND OTHER ADEQUATE GROUND COVERS IN 2:1 SLOPES, PLEASE SEE VESCH TABLE 3.37C ON THIS SHEET. OR IRAN Mill 11I and muara-o--a-. ----- o w ■ �■■irk■■■■■■■■■Yvrr■■■■■■ter '\!� - ■■N■■/d ■ 40 rr. A II /" ' •_• ® ■11,_ ``��■L �I►_ �I�\`�L»�t-�1`t����l�l►`--/�,II�I����Yi�� -��1■II■�■i�.■7■�r.�■r��■■■r�■�■�■■■ari'■I.`N 1■i■■■■ ■■�■■�•■•■•■�..�:,�a=terl ■r■rw-:-M..: '.n I ■��H■i.�-N■Aet -�!-_! !nu-_ - '/ �Ii:►�i. �� 'J� _1� aa�m�a�r.a5a�r-i��5i�r9� 1�Can01�3i��v�.�\��AL'�y{�G-a2_SNG_" ��"�12`s�A�i�'.1ri��vn arm\►nE !#-iI '111 IS ♦tet qr ,._ WAVMLAm_ hi .��� /I *10=11i hN DETAIL 16: Belvedere Circle (North) Ground Cover Detail (1"=20') '�� TABLE 3.37-C (continued) GROUND COVERS AND VINES FOR EROSION CONTROL Sheet 2 of 2 F., NOTE: IF ANY TREE WITHIN THE PRESERVATION AREA w/ A DIAMETER OF 12" OR GREATER DIES OF ANY NATURAL CAUSE WITHIN THE FIRST 3 YEARS FOLLOWING FINAL SITE PLAN APPROVAL FOR BLOCK 21 THE OWNER SHALL REPLACE THE LOST TREE(S) WITH NEW 2.511 OR GREATER CALIPER, AS MEASURED 24" ABOVE THE GROUND, TREE(S) OF THE SAME SPECIES. TABLE 3.37-C (continued) GROUND COVERS AND VINES FOR EROSION CONTROL DRAINAGE TOLERANCE u P0 COMMON NAME 0 '1 b ,.1 ' •� w „ FLOWERS CHARACTERISTICS (Botanical Name) ? A A .a A H u c A a vi xa JAPANESE SPURGE E X �3 vOO ia excellent 4.5 - small white Low -growing, attractive cover for borders and JAPANESE SPURGE E X X excellent 4.5 - small white Low -growing, attractive cover for borders and 'Pachysandra" 5.5 spikes as lawn substitute under trees and other shady (Pachysandra terminalis) areas. Set plants 1 ft. apart for cover in 2 LILY -OF -THE -VALLEY E X X X IX excellent 4.5- fragrant white YOM LILY -OF -THE -VALLEY E X X X X excellent 4.5- fragrant white Low -maintenance cover for partial or full (Convallaria maj") 6.0 bells on short shade. Set plants 1 ft. apart for cover in 2-3 LILY -TURF (Liriope spp.) E X X X X good 4.5- stalks years. LILY -TURF (Liriope spp.) E X X X X good 4.5- white, Grass -like, low -maintenance cover for 6.0 lavender, or droughty, infertile soils. Spreads by purple spikes underground stems. Available in variegated form. Set plants 6-12 inches apart for cover in PERIWINKLE "Vince" E X X excellent 6.0 - small, blue 2 years. PERIWINKLE "Vince" E X X excellent 6.0 - small, blue Lawn substitute for shady areas. Spreads by (Vince Minor) 7.5 flowers stolons; not aggressive. Grows in full sun as well as shade. Set plants 1 ft. apart for cover SMALL -LEAVED E X X fair 6.0- tiny, white in 1-2 years. SMALL -LEAVED E X X fair 6-0- tiny, white Prostrate shrub. Informal cover for large areas. COTONEASTER 7.0 flowers Set plants 2 ft. apart for cover in 2 years. (Cotoneaster microphylla) D X X fair 5.0- -- Ground cover for dunes and other dry areas; (Quinquefolia 7.5 will climb trees. Attractive crimson foliage in VIRGINIA CREEPER D X X fair 5.0- --* Ground cover for dunes and other dry areas; (Quinquefolia 7.5 will climb trees. Attractive crimson foliage in parthenocissus) fall. Berries eaten by songbirds. Set plants 18 in. apart for cover in 1-2 years. E = Evergreen D = Deciduous * Where no comment is made, flowers are inconspicuous. Sheet 2 of 2 F., NOTE: IF ANY TREE WITHIN THE PRESERVATION AREA w/ A DIAMETER OF 12" OR GREATER DIES OF ANY NATURAL CAUSE WITHIN THE FIRST 3 YEARS FOLLOWING FINAL SITE PLAN APPROVAL FOR BLOCK 21 THE OWNER SHALL REPLACE THE LOST TREE(S) WITH NEW 2.511 OR GREATER CALIPER, AS MEASURED 24" ABOVE THE GROUND, TREE(S) OF THE SAME SPECIES. TABLE 3.37-C (continued) GROUND COVERS AND VINES FOR EROSION CONTROL Sheet 2 of 2 DETAIL 17: Ground Cover Behind DETAIL 18: Ground Cover Behind r n o0 SCOTT R. COLLINS'Z No. 35791 �SIONAL E� z� Q 00 W ce r z zUj LUz Q00 .-. U U NCO ZZ 0 N O O V V a a L LU rn w en O O M � N � L9z z 01N W � H NIx J M WI (V x o W W CN4 J> N a- 0 - U 00 _ U z � z D L9� w 0� �a a F T C v C) 13e z II Q �N W x =Z w °z L W U 05 (� 'j)W Z z oz W LU oz so Ul �U "'4 W J o. C`I d o W > U 9 H Or U W o 0� M Z W ; z �N o !- �m X o� J Q rt v W W E'o a J` >Fr Z.c WY W � 7 Z N LU UC • W° W /) U W Z y O JC o0 O 00 "o LU41 o6 C a� v w is x.2 U o w .o a � °s ]OB NO. 092031 0 .E 0 SCALE 0 N y AS SHOWN a v c SHEET NO. o LL -5 N " � v 3 DRAINAGE TOLERANCE u COMMON NAME Name) 0 '1 .1 •� ,u FLOWERS CHARACTERISTICS (Botanical "rr1 og A p4 vi a JAPANESE SPURGE E X X excellent 4.5 - small white Low -growing, attractive cover for borders and "Pachysandra" 5.5 spikes as lawn substitute under trees and other shady (Pachysandra terminalis) areas. Set plants 1 ft. apart for cover in 2 years. LILY -OF -THE -VALLEY E X X X IX excellent 4.5- fragrant white Low -maintenance cover for partial or full (Convallaria majalis) 6.0 bells on short shade. Set plants 1 ft. &put for cover in 2-3 stalks years. LILY -TURF (Liriope spp.) E X X X X good 4.5- white, Grass -like, low -maintenance cover for 6.0 lavender, or droughty, infertile soils. Spreads by purple spikes underground stems. Available in variegated form. Set plants 6-12 inches apart for cover in 2 years. PERIWINKLE "Vince" E X X excellent 6.0 - small, blue Lawn substitute for shady areas. Spreads by (Vinca Minor) 7.5 flowers stolons; not aggressive. Grows in full sun as well as shade. Set plants 1 ft. apart for cover in 1-2 years. SMALL -LEAVED E X X fair 6.0- tiny, white Prostrate shrub. Informal cover for large areas. COTONEASTER 7.0 flowers Set plants 2 ft. apart for cover in 2 years. (Cotoneaster microphyfla) VIRGINIA CREEPER D X X fair 5.0- -- Ground cover for dunes and other dry areas; (Quinquefolia 7.5 will climb trees. Attractive crimson foliage in parthenocissus) fall. Berries eaten by songbirds. Set plants 18 in. apart for cover in 1-2 years. E = Evergreen D = Deciduous * Where no comment is made, flowers are inconspicuous. Sheet 2 of 2 DETAIL 17: Ground Cover Behind DETAIL 18: Ground Cover Behind r n o0 SCOTT R. COLLINS'Z No. 35791 �SIONAL E� z� Q 00 W ce r z zUj LUz Q00 .-. U U NCO ZZ 0 N O O V V a a L LU rn w en O O M � N � L9z z 01N W � H NIx J M WI (V x o W W CN4 J> N a- 0 - U 00 _ U z � z D L9� w 0� �a a F T C v C) 13e z II Q �N W x =Z w °z L W U 05 (� 'j)W Z z oz W LU oz so Ul �U "'4 W J o. C`I d o W > U 9 H Or U W o 0� M Z W ; z �N o !- �m X o� J Q rt v W W E'o a J` >Fr Z.c WY W � 7 Z N LU UC • W° W /) U W Z y O JC o0 O 00 "o LU41 o6 C a� v w is x.2 U o w .o a � °s ]OB NO. 092031 0 .E 0 SCALE 0 N y AS SHOWN a v c SHEET NO. o LL -5 N " � v 3 0 REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES:' 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, TREE PLANTING nkat, 12 SECTION N.737 E GUYING DETAIL CONSISTS 2 GUYS,SET 120• AROUND NT PIT ON "UPHILL' SIDE ER TO TREE KING DETAIL (PACT EXCAVATED SOIL FORM ROOTBALL PIT DOWNHILL SIDE OF TREE NCH EDGE AROUND IRE AREA TO BE CHED ER TO ROOTBALL PIT AIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT z _TREE PLANTING ON SLOPE U)6m 12 J SECTION N.T.S. PLANT PALETTE Total Interior Canopy Symbol Scientific Name Mer ru rum October Glory Common Name __ITed Maple Planting Size anopy Area 452 Quantity Coverage Quantity 22 Coverage 9W AS Acer saccharum Sugar Maple 7-7 214 67 1 4,338 57 12198 FG Fagus grandifolia American Beech 464 7 3,248 4 1856 FP Fraxinus pennsylvanica Green Ash 1/2ca I. 672 30 20,160 28 18816 LT Liriodendron tulipifera Tulip Poplar 2 1/2" cal. 430 12 5,160 10 4300 NS Nyssa sylvatica Black Gum 2 1/2" cal. 151 28 4,228 22 3322 PO P/atanus occidentalis Sycamore 2 1/2" cal. 1362 26 35,412 26 35412 QA Quercus alba White Oak 2 1/2" cal. 289 22 6,358 21 6069 QC Quercus coccinea Scarlet Oak 2 1/2" cal. 419 9 3,771 9 3771 QP Quercus palustris Pin Oak 2 1/2" cal. 419 21 8,799 21 8799 OR Quercus rubra Northern Red Oak 2 1/2" cal. 481 211 10,101 20 9620 UA PIS- TO Ar'ronin AC Ulmus americana uniperus wrgineana Pinus strobes Thuja occidentalis 'Nigra' ar u o is Ame/anchier canadensis American Elm Eas ern e Cedar White Pine Eastern Arborvitae o e erry Serviceberry 2 1/2" cal. 8' 4'-5' _ 6' - 8' 464 128- 10 130 81 27 53 38 3,712 1 3,456 530 4,940 B ill 531 12 3712 1408 530 260 1560 CC CF Cercis canadensis Cornus florida Eastern Redbud Dogwood 6' - g' 6' _-8' 124 124 20 20 2,480 2,480 4 5 496 620 CK CL Cornus kousa Crategus & cvs Kousa Dogwood6' Hawthorne - 8' 6' - 8' 128 150 17 2 2,176 300 8 2 1024 300 LI Lagerstroemia indica Cropemyrtle 6' - 8' 77 41 3,157 39 3003 MA Malus sp. Crabapple 6' _ 8' 100 14 1,400 0 0 MS Magnolia steHata "Royal Star" Royal Star Magnolia 6' - 8' 49 9 441 4 196 OA Oxydendron orboreum Sourwood 6' _-8' 138 23 3,174 16 2206 PR 0=0 Prunus serrulate e is gran i ora Flowering Cherry Glossy Abella 6' - 8' 911 12 1,092 01 0 BJ Berberis juliane Wintergreen Barberry 2 1/2' 14 71 994 12 168 BS Buxus sempervirens Boxwood 2 1/2' 11 15 165 15 165 CS Cotoneaster salicifolia Willowleaf Cotoneaster 2 1/2' 22 44 968 26 572 HQ Hydrangea quercifolia Oakleaf Hydrangea 2 1/2' 16 120 1,920 22 352 IC Hex crenate "Soft Touch" Soft Touch Japanese Holly 2 1/2' 16 165 2,640 68 1088 IN Hex x "Nellie R. Stevens" Nellie R. Stevens Holly 4'-5' 44 165 7,260 51 2244 KL Kalmia latifolia Mountain Laurel 2 1/2' 28 175 4,900 23 644 othoe oxillans Coast Leucothoe PC Pyrocantho coccinea Firethorn 2 1/2' 28 76 2,128 19 532 PJ Pieris japonica Japanese Pieris 2 1/2' 36 143 5,148 27 972 RA Rhododendron azalea Azalea 2' 10 369 3,690 120 1200 RC Rhododendron cotawbiense Catawba Rhododendron 2 1/2' 13 123 1,599 59 767 RR Rosa & cvs Knockout Rose 2 1/2' 10 53 530 40 400 Si Skimmia japonica Skimmia 2' 6 213 1,278 17 102 SM Syringa sp. Lilac 4' 44 21 924 21 924 TB Taxus baccata "Repandens" Spreading English Yew 2 1/2' 281 48 1,344 35 980 TM Taxus media 'Hicksii" Hicks Yew 3' 221 28 616 28 616 VC Viburnum carlcephalum Fragrant Viburnum 1 2 1/2' 221 23 506 23 506 VP HH Viburnum plicatum Hedera helix Viburnum English Ivy 1 2 1/2' et 501 176 1 122 8,800 - 56 - 2800 VM Vinca minor Periwinkle 6" 1 39,235 - - Total Coverage (sf): 204,561 146,168 Total Coverage (ac): 4.70 3.36 Pavement: 213,500 Int. Canopy 68% Calculations: TOTAL SITE AREA: 16.144 AC 703,233 sf TOTAL CANOPY REQUIRED (10%) 1.6144 AC 70,323 sf TOTAL CANOPY PROPOSED: 4.71 AC 205,247 sf PARKING LOT TREES REQUIRED: 1 TREE REQUIRED PER 10 SPACES 544 SPACES PROVIDED x (1 TREE/10 SPACES) = 54 TREES REQUIRED PARKING LOT TREES PROPOSED: 125 TREES PROVIDED INTERIOR CANOPY REQUIRED: (5% OF 213,500 sf) = 10,675 sf INTERIOR CANOPY PROPOSED: 156,982 sf (74%) TOTAL CANOPY FOR BONDING: 3.60 AC 157,001 sf NOTES: 1. SET TREE PLUM13 PRIOR TO STAKING, 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRL (AS SPECIFIED C DRAWING, REFER TO ROV Of%LL rt t DETAIL RENCH EDGE AROUND NTIRE AREA TO BE IULCHED 3 SHRUB PLANTING 12 SECTION N.T.F. Conservation Plan Notes: 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7 MEN TPENCHINC FOR ANY KIND OF UNDERGROUND WATER, §€W€R; ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1w DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3' AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE CUT AWAY ALL WIRE BASKETS AND/OR NON -BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT: BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) IVARIIS r; .S ROOTBALL +--- REFER TO TREE STAKING DETAIL i BACKFILL WITH CULTIVATED, ORIGII�tAL SOIL, FROM PLANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH AOCEPTA13LE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGINLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE. TO THESE PLANTING CRITERIA -OR WHERE CONDITIONS -RAISE CONCERNS -IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. � ROOTBALL PIT SECTION Landscape Notes N.T.S. 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. 10.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11.ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. NOTE: IF ANY TREE WITHIN THE PRESERVATION AREA w/ A DIAMETER OF 12" OR GREATER DIES OF ANY NATURAL CAUSE WITHIN THE FIRST 3 YEARS FOLLOWING FINAL SITE PLAN APPROVAL FOR BLOCK 2, THE OWNER SHALL REPLACE THE LOST TREE(S) WITH NEW 2.5" OR GREATER CALIPER, AS MEASURED 24" ABOVE THE GROUND, TREE(S) OF THE SAME SPECIES. C , y of Albemarle Coon-Aien 12lo ..Ch eciermt -'re be placed an I Ataklmollm I'lans tHoulbo s pp Ili -Mil -111:297 far complOe specincations) L 'tn.Yollosrta�t .ro.r�i..ah...ason :. rr: Trent to be da. «L � Limiti ofcl.:arin8 (sn�dc duplTuc of tc�ees to be seccdj;'. ® GrWe chaa&es re*dd" tm9 %vn 1. or wWh; ® 1'rupcxsp,l lrenc31it1K cr tltatteiitig bo}vnd fife l$ails of cltx¢itiK, 3. Yr 0 all trete to be saved shall be maw with pdjt or ribbon st a hagftt c kady Visible to, cgttipmem opeators. 93 Nes gnxi-.nr xhNll heKin crrttil Lhn frets nestling hex laesect irn(seclixl rsnci a}>pravaci lay x t'tvunty lnxpec:&a fl 'frcn pmsonadion and protection mowun» shall bo reviewod with the oontrractor or. site 4. pauiomcnl Operation and 41e13116 Ell Howy alnipmrnt, vducWw traffic and. Comp of construction materials including evil shall not be perutittod riitlun the daphncs of trm to be. save& C UN Frosbu and SumillOL, 91 Such denoes shall not a4cmdy-affbCt trees b be saved. (L ftar © Phos aro not permittod witka IOU tett Ofthe *iplino oftt oto be savod. 7 Tonic Valeria l s: ID Toxic nnterub stall not stored avidin to feet. ofthe &0i a of tem to be saved. R 11diltb Fancier.. Q Trent to bt: roldmed within d0 fbe1. ur a ptcVwed be d&* or $r&U% activity "be prulouled by frrxirtg. i� Feucing tthgll bA is ptaoc amd ei>atl bo inspoct>'d end sppionrt:d by p t'evetY iter prior to �,iading ��r oonauvcdon. 9. 1rse Welk: When tho pound lot cl mutat be raised with a the dtiplim of a lure to be sated, 4 tree wen shall be provided and a cenetivcdou doW oldmlillerl Y.r gj>,frtsy t}. ID Whore the ground to el ardut to lowrmd witbiD fho d PhW a mea to be Wed, ain;c well shell be pro•idcd; and s owntriction detail milmdtted for approval. 11.. fl {k`h$rt Lranchissg iti rtitµiit+x: within !htl limrlis'uf'cllxsrirtg, it khalt lie dcnro sec lar Away fn,m 1}ro Inmksc crl' lteeoc ax pcsx>silsle: TaumalinK tmdef a xiga troo shell be waakfewd as an e17 amfive• Witte it is attticipatcd that ncoessaq trarching will destroy firdar roots. 12. LMmntra:. M Protccti9a fencing shall bath;; lsatitcm remvcd during t1w final cimmp. 13. lisy>etaed '1'sx+esy ® }�emuq,zci ire .r}rHll isa lnsalexl imnfecfialCly tsy}Shining, fnt•IilErtiinn cx Esther nntlhuciu recxsnttnarnirli by a lr�aa stsCci�}i+t. NOTE: IT IS TRE DE37ELOPEWS RFSPONUSILITY TO CO nR WITH THE CONTRACTOR ON TREE CONSERVATION ATION RROUIREl!`tll NIM. OwNrR 13MMATIME (nATE) CON 11tAU PURUTASER SiGNNrLIM (PA11) SA/06 Pape 1 of 1 1992 FENCING AND A "MOW nJJCE I BOARD FENCE ORING I -N- cm n:�m PIABRC FEN= CORRECT METHODS OF TREE FENCING �t -Iw- CORRECT TRUNK ARMORING &* TRIANGULAR BOARD FENCE Source: Va, DSWC 111-401 3-38 Plate 3.38-2 T �F� o , il SCOTT . COLLINS Z No. 35791 ,tt�- ��sSjONAL E�O1 Z O a it U (n W 0 Z 0 Ln LU W H t2 Z w Q OO U U N m Z Z 0 OO J U U Q ?_W E a a W Z W W N 1n iL W Ce Ce L9 Z Z. --t U j M M V) all tV M Z W1 U. X LLJ WZ <1N W �■ � U 0 Z W I L9 W 2: We CCL T o W Q Z -.g W0. a o� Z cz W V i.°w L i. 1 Z -CZ o i,, ` W< oZ O. J N O U50 w LU UO° - m° w J Q r� a N Cc C UU ZV1 W °« 7« /� s Z W45 m CL X O ° d o C 0 .t o u.1 °W yoz2 W 2 H ZZ3cLU W ° LUo0 OOO « DC WT CL 'D ``D c V xt 0 Wa V) JOB NO. IV V`` SCALE AS SHOWNMa CU ° C SHEET NO. o ; LL -6 ao N +' y O 3 1 3 Luminaire Schedule Symbol Qty Label Arrangement Lumens LLF Description Total Watts 55 A SINGLE 13,000 1.000 LENX—S—S-15—S-0—H-5-1—X-1---DB—X 825 3 B DOUBLE 26,000 1.000 LENX—S—S--15—S-0—H-5-1—X-1--DB—X 90 14 C SINGLE 1.000 1536BZ Total Watts = 915 NOTES WIM: 2: " H i ow 3.25` weight 1 IN. IiMateial: Die -Cast AhiHnum . -Bulb: Apse -te:up 6 MR -16 Vaage 11u Ute: 6153613 Note: 5:�'S" L>�t :dei ti�aintng �liriss lens _ NOTES: 1. MOUNTING HEIGHT SHALL NOT EXCEED 20'. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A BE A FULL CUT OFF LUMINAIRE. THE SPILLOVER AND PROPERTY IN THE RESIDENTIAL OR RURAL LAMP THAT EMITS MORE THAN 3000 LUMENS SHALL OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AREA SHALL NOT EXCEED ON—HALF FOOTCANDLE. ON SCOTT . COLLINS'Z No. 35791 roA " &IONAL Eli' z 0 oc u.r 0 z 0 M LLJ LU ��'' a 0 0 E U U W > > z ZUU 4 in � Z 1.4 ac N_ (n Cu � a 0 3 N r� L9 z 13.1J � W m � M Q d- z W U. O WW N J N CL z x 0 h r Y z J L9 Wa UjO U W Qz x W E— U cC _ WUl(u'> W W —� V 1 UJI Z m O Q J� w W Jw LU w 0 0� O W 00W 8 • FF F_ 0 �( �V t -u r, W a coif JOB NO. 09203.E SCALE NONE SHEET NO. LL_V/n'