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SDP199500044 Plan - Approved Final Site Plan and Comps. 1995-05-11
IINUM V V, 4a_ ,;70 4 A 3b '70'� '3/4 IOW 30_', ll;`t.l_ � .4111� � 7t AAJ '44m, 1 L.Wr- y o_�F_ i�ul —I ANY 41" `15 'E6.5- CORE 1, EACH 'v� ,mA 2 'RE, z �f -Qi �AMJCJILB 71 OAK, EEP A -YE.- L 'i_N350 'W, EAC W tAV, THFE6HOLD�:� R - 6ET RIV3D I'w;'�,42 5�t 'I EA H 'U!52( iR U62C �i�-N-; OR NG K,`-�AWOR FL ATE 5`r_,'�`OTHE 3� t'Y 17 t i-tt— ni, RAMIC-1 ILE, WAIM6COT, No. WW.a. f3O\fs M4, "AI lit _'j, t I tt kN 5L�,ACTIIS4)`qrHEN TO V R0 RAMIG. TILE, WAIN6COT, No�� 2 ��,MJR F N1, 1. dk� b it t V, 12 EACH R 619 W.' (b, �2 FLCOR t tt, "I EACH -5TOP,',43W",`5,; � - - : '�" J2� 'f, i 47�; Y M, �l �,II i;� sx� OTHER HAPDT,,, 6TEEL',-COFNER, `0 GUAZ TO V- ,-nt GROUP't )CM Pt LYWOE) AC Hl%E5J2lW'4 J/2!,,xJ,4,' Z. 21 45 2 'EACH H r—u v , W, I LLA U53 - `2S.ZH A `,;i �,i�6ENERA --NOT K I C<PL ATE - a' X' 34 ',"4 E AC_ W L� E JO�FIN16klf �,4 , 0, tV 'EACH 'GOO1 B;6 :UNEXF 0 El?, '011), 6f*,�.�_E&JC LL-- WALL5:COA 4�i -zim U.) UN� E �,t, -n PY j't, fz�,:V V J`: M C, CK ET WK -1 te Iy �'E LE L H 5T, r�?" tI it: X_ ii, u I u- v I- 'n - n"t, Ir. :td ."Y"i'll_ v o3l'C-L06ER� 4 W230- 0 U53 '40 '��'WALUT$TMf,' % 2"": UMW; TILE K7,t� t 4 In t "'Ar Vie -T, q Ft;, V11 -Vt,tt t "-1 Jt�,` ni A f lw try. - '5 tt �_'n N, 1-",.5�, wit, CHAIR, RAIL� K. tt- ."n," .,,t j, �X,* d '0 AK c 46: 6 1 L L" y�k,,%;� gA, -�t r- zir Vl. `4 in, ... tt tI --,t '_�OUNIM V5. UL, tz - j;t I 4� . . . . . . . . . . . . . . . . . . . . . .... .... �t� V 144, 1, 7 Z, 4 �iv 1, 1 1� W -I I, 4 t%�,�. 't x q, I. z - ti At A �t tg,'A�, t' n" pp' le ki, tI 'ti tt Q_ �'g f F �j I�', i't ji - it It r4,ti, c� F Z`X` Z,;7, I t ft -p,, j_j _4 lf_ vt, tt� 5t: tt': St I tt. I j �14X E, (FNOTES:-, 1.) ELEVATIONS BASED ON U.S.G.S. r ,--..,&'M BANK) RAILROAD TIE RETAINING WALL ---I A ZONED:. CO LL 2.) ALL TRAFFIC INCLUDING CONSTRUCTION TRAFFIC TO USE EXISTING ENTRANCES i T M` h F 1 —1 �d . SERVING TOYS ��9�� US. } _ - r'•' 1 l - � 631l �. 5� < Trailer lJ ParIL r .) 1 oIRt i aQ Woocibr( PROPOSED ACCESS EASEMENT SITE DATA: . DEVELOPER: OLD COUNTRY BUFFET BUFFETS, INC. 10260 VIKING DRIVE, STE. 100 EDEN PRAIRIE, MN 55344 -TAX MAP PARCEL NUMBER: T.M.P. 61Z-3-12 liJ LO LOT 7, BRANCHLANDS �oQI D.B. 933 P. 562-564 (PLAT) ZONING: PUD, EC ENTRANCE COORIDOR CL CL U F-wQ mow (nUz(nZ L_ REZONING NUMBER: PUD-ZMA-80-26 mWWz . s MAGISTERIAL DISTRICT: CHARLOTTESVILLE, ALBEMARLE COUNTY, VIRGINIA TOPOGRAPHY & SURVEY SOURCE: ROUDABUSH, GALE AND ASSOCIATES ct a FLOOD INSURANCE RATE MAP ZONE: C cc >~ WF-ww USE: OCB RESTAURANT- TOYS 59 US TOTAL cn�F-�0 RETAIL TOY STORE F- O,�gP6tf0®,�� w= OCA SITE AREA .......................1.613 ACRE (23.,7%) ................ 5.189 ACRE (76.3%) 6.802 ACRE BLDG. AREA 9,600 SF (3.2%) ......................... 46,021 SF (15.5%) ................ 55,621 SF PAVED AREA ...................41,100 (13.9%) ........................ 113,651 SF (38.4%) v............ 154,751 SF OPEN AREA .....................19,502 (6.6%) ...................... 66,422 SF 22.4% 85,924 SF MAX. HEIGHT ....................27........................................... 30' 4" ~O MAX. EMPLOYEES ............20 I m w PARKING: FINAL PLAN O(ncn0g ���L,- EXISTING.......................... 0 .......... 270 ........ :................................ 270 REQUIRED . 125........................................... 255 ......................:..................380 (9,600 SF ® 13 STALLS PER 1,000 GFA) (FROM TOYS PLAN DATED 6/7/91) PROPOSED...................... 121 ............................................ 267 .........................................388 LANDSCAPED ISLANDS ON OCB SITE = 2,094 SF (5.09% OF PAVED AREA) 4/21/95 T.M.P. 61Z—(0-12 LOT 7, BRANCHLANDS D.B. 933, P. 562-564 PLAT TOYS "9 US, INC. FFE— 434.2 #590 BRANCHLANDS BLVD. 0' , 10' 20' _...... --` __.._ _.. �..� _....._... _............:�...._ .-.__............. ........� ..... FINAL SITE PLAN SCALE 1 " = 20'-0" DRAWING: CHA—SITE 9 r1' liJ LO co �oQI O W LJ I t-- of a: I U a_ CL CL U F-wQ mow (nUz(nZ L_ o mWWz tt UJ z m Cn0O U W O (n ct a F_ 0D�om wF_ cc >~ WF-ww C\2 (1) m cn�F-�0 W c� oa-OZtr�o _ LO ` �oQI O W LJ I t-- of a: I U a_ CL CL U F-wQ mow (nUz(nZ L_ o mWWz w UJ z m Cn0O U W O (n Lo F_ 0D�om wF_ WF-ww LI) cn�F-�0 W F- O,�gP6tf0®,�� w= OCA m Lw z o z w w c co 0, NO. O � (n ~O u I m w U W FINAL PLAN O(ncn0g ���L,- oF- W� W = — Q_Z Q m �. RETAINING WALL (n F- W RETAINING WALL 4/21/95 � O z N = _ O Cp M F-- r - (n Fn (n I - (n(,) cl� of� :2 > 1 zQ z cin c� oa-OZtr�o > zwuN~ =wl wz =~F -I ou0o� �oQI O W LJ I t-- of a: I U a_ CL CL U F-wQ mow (nUz(nZ L_ mWWz w UJ z m Cn0O U W O Q� Of m = W O� 0 O ? w F_ 0D�om wF_ WF-ww = O m= cn�F-�0 mz O,�gP6tf0®,�� w= OCA cozz0 r2, c;,,a O �_7 O O Eo z w w c co REVISIONS NO. z U O> Q O � O 1 CotmTY COMMENTS z Z ::�t 6� o Q m (n m w FINAL PLAN O(ncn0g ���L,- oF- W� W TENTATIVE APPROVAL a-� W Z W W m0 W m �. RETAINING WALL W L� � o� 5 RETAINING WALL 4/21/95 Q.O'� - a.Qzl = (n Fn (n I - (n(,) cl� of� :2 > 1 zQ z cin } —wo Ll_ v wOf f J�z-7a O Of -i w O U O ~Q zwuN~ =wl wz =~F -I ou0o� �oQI W LJ I t-- of a: I O�=QO ~z U F-wQ mow (nUz(nZ L_ F- W I--j UJ z m Cn0O U W O (n (Wn (n 00 � m�� F_ 0D�om wF_ LLJ U O m U cf)w Lj = O m= O,�gP6tf0®,�� x q0 W r2, c;,,a O �_7 O REVISIONS NO. DESCRIPTION DATE BY 1 CotmTY COMMENTS 10/21/94 w2 FINAL PLAN 12/02/94 At 3 TENTATIVE APPROVAL 2/08/95 A& 4 RETAINING WALL 3/20/95, ML 5 RETAINING WALL 4/21/95 At 0 SHEET 2 OF 10 DATE: 4/21/95 o-, 00 0-) 00 0 LLJ m 0 LLJ ry < Lli Qf d77 2 ................. 29. 4 )% 1.5%, . ..... ........... cmn (D 0 m m . . ...... . .......... Tf 3 7. 7 00 0 0 \t� - 4-5 __, 3 T Lj c') LLJ 0 35 13 TC 36.59 01, I C'. �3 7:7 2 cvn _L L cnT r 1 7 -I.. X1, 6 -12 BY VDOT T. M. P, 1 Z- HHOHO�;EU JUNCHUN11,13yX RE-- 25.20 TC 34 53' TC 34.6 A A ...... t ... ............. — ... ....... ........ If 10' 20' ......... .. BRANCHLAND BLVD FINAL GRADING PLAN SCALE : 1 " = 20'-0" DRAW NG: CHA-CRA UAIE: 4/2_1/9� SAN. MH BURIED OR R ..<; V �� RE 34.6 I : II NARRATIVE DUE TO RECENTONSTRIJTIN I w ##,, ` I } I 'f �) I I I I I I I I Il I I I •) I PROJECT DESCRIPTION: 3. STORM DRAIN INLET PROTECTION - 3.07 II THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A NEW FREESTANDING RESTAURANT. ALL STORM SEWER INLETS SHALL BE PROTECTED DURING CONSTRUCTION. SEDIMENT-LADEN P �.. THE SITE IS LOCATED NORTH OF CHARLOTTESVILLE VA ON ROUTE 29. A TOTAL OF 2.09 ACRES :,... < :. • r,,� � I >; <: :. � � �) I, .. � � � "� � I � � ENTERINGTHE STORM SEWER INLETS WILL BE DISTURBED DURING CONSTRUCTION. »µ I II ' '. 7 4. TEMPORARY DIVERSION DIKEBEFOR 9 : II { { EXISTING SITE CONDITIONS: A DIVERSION DIKE SHALL BE ERECTED ON THE DOWNSTREAM SIDE TO DIVERT FLOW FROM THE { { THE PROPOSED SITE DRIANS TO THE NORTHWESTERN BOUNDARY. THERE IS A CRITICAL SLOPE OF DISTURBED AREA TO THE SEDIMENT TRAP. PROPOSED JUNCTION, BO • 50% ALONG THE EASTERN, THE PRIMARY VEGETATION ON SITE IS GRASS WHILE THE 5. RIP RAP 3.19 i I WITH RIP RAP IS TO BE PLACED AS INDICATED ON THE PLAN, RE 25.20 { ; I I I (I CRITICAL SLOPE HAS BEEN PLANTED TH JUNIPER. BYVDOT { ADJACENT PROPERTY: 6. TREE PROTECTION 3.38 1 L kf. ROUTE 29 BORDERS THE PROPERTY ON THE NORTHWEST: THERE IS A COMMERCIAL BANK BUILDING A FENCE BARRIER IS TO BE PLACED AROUND THE TREES AND VEGETATED AREAS WHICH WILL NOT BE DISTURBED TO PROTECT THE TREES AND OTHER VEGETATION FROM • I 3 ;., WITH PARKING TO THE NORTHEAST.- ALONG -THE EAST SIDE OF THE PROPERTY IS AN EXISTING HOTEL NON EXCLUSIVE T WITH PARKING. TO THE SOUTH OF THIS PARCEL IS A RETAIL USE WITH FIELD OF PARKING TO THE CONSTRUCTION EQUIPMENT AND SOIL COMPACTION, UTILITY EASEMENT %� . DUST CONTROL - 3.39 SOUTHWEST. ACROSS ROUTE 29, THERE ARE EXISTING COMMERCIAL USES. t i SPRINKLED WITH aWATER UNTIL THE SURFACE IS WET. REPEAT AS NEEDED, THE PRIMARY SOILS ON THE SITE ARE ELIOAK LOAM AND GLENEIG LOAM. THE ELIOAK LOAM IS A `8. ' r PART OF HYDROLOGIC SOIL GROUP C WHILE THE GLENEIG LOAM IS OF SOIL GROUP B. THESE SOILS r € I i RE 3.05 I AETEMPOR TEMPORARY SEDIMENT TRAP SHALL B CONSTRUCTED :. .. I I BELOW THE DISTURBED ,AREA IN .{ I TYPICALLY HAVE MODERATE PERMEABILITY AND ARE STRONGLY To VERY STRONGLY ACIDIC WITH pH _ kAP LI WITH THE TEMPORARY DIVERSION DIKE 3.095RIPTO E�ISTIN� JUNCTIOBOX TY FACTOR (K) FOR BOTH THESE SOILS IS 0.32.. VALVES RANGING FROM 4 5 TO 5 5 THE ERODIBILI _. - VEGETATIVE PRACTICES '{ I 26 CRITICAL EROSION AREAS: . 1. 3.31 THE AREA .ALONG THE NORTHEASTERN AND EASTERN PROPERTY LINES HAS BEEN IDENTIFIED AS TEMPORARY SEEDING TEMPORARY <: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE t II: II II C1 ::. . CRITICAL' DUE TO THE STEEP SLOPE %OPE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING, THIS "-. : I I I EROSION AND SEDIMENT CONTROL MEASURES >�.. ' I - EASEMENT 1... t ... CTION F THE SEED x II UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL II �I � <<. INCLUDES THE DIVERSION DIKE SELE 0 E MIXTURE WILL DEPEND UPON THE TIME OF s. YEAR IT IS APPLIED. SEE TABLE 3.31-B FROM VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. •.;t, - '`,. ,. .. _ ( PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS OF THE _ MINUMUM STANDARDS OF THE VIRGINIA 2. MULCH 3.35 y VIRGINIA EROSION AND SEDIMENT. HANDBOOK THE ATIONS SHALL BE ADHERED TO UNLESS OTHERWISE MULCH WILL BE APPLIED AS A SECOND STEP IN THE SEEDING OPERATION. WAIVED ORAPPROVEDBYOA TVAORIANCE. L " ( MINIMUM STANDARDS MANAGEMENT STRATEGIES t I SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND I' I 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 1. CONSTRUCTION WILL BE Q BE I 25' DRAINAGE 1 t t 2. SEDIMENT MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING. ` N DAYS AFTER FINAL SEVE A A I AL GRADE IS REACHED ON ANY PORTION OF THE SITE TEMPORARY SOIL t _ I. I A EASEMENT 3. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY' AFTER GRADING. STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT F STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 4. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. %.�? - I ONE YEAR. 5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND 4. SEDIMENT BASINS AND TRAPS PERIMETER DIKES SEDIMENT BARRIERS, AND OTHER MEASURES MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.. 1 - INTENDED TO REAP SEDIMENT SHALL BE; CONSTRUCTED AS FIRST STEP IN MANY LAND-DISTURBING 6. AFTER ACHIEVING ADEQUATE STABILIZATION; THE TEMPORARY E & S CONTROLS ACTIVITY AND SHALL BE MADE FUNCTIONAL. BEFORE, UPSLOPE LAND DISTURBANCE TAKES PLACE. WILL BE CLEANED UP AND REMOVED. nn { :: 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND PERMANENT STABILIZATION `_ s DIVERSIONS IMMEDIATELY AFTER INSTALLATION. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH SOD OR WOOD CHIP MULCH r II II I FINISH GRADING. A , � ':.:." = =; -`=f• .. --- - - --- 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS IMMEDIATELY FOLLOWING DIN - >! { N AFTER FINAL SITE STABILIZA11ON OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, - - I II I STORMWATER MANAGEMENT { - II UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND - CALCULATION OF RUNOFF BEFORE AND AFTER DEVELOPMENT INDICATES THAT THERE WILL BE A NET t £» I I THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE INCREASE IN PEAK RUNOFF AS A RESULT OF PROJECT DEVELOPMENT. THE INCREASE IN STORMWATER o PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTAT10�1. OFFSITE STORMWATER PROVISIONS FOR THE RUNOFF WILL BE CONTROLLED AND CONVEYED BY THE i <:. tip -• � •.:. , I i � � , � I I I I I , � 11 I I � BRANCHLANDS PUD INCLUDING THE BRANCHLANDS WETLAND AND CHANNEL AND THE CHURCH ROAD STRUCTURAL PRACTICES CULVERT DETENTION AREA. THESE STRUCTURES HAVE BEEN CONSTRUCTED TO ACCOMMODATE FULL 1. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS WILL, BE INSTALLED DOWNSLOPE OF AREAS TO FILTER SEDIMENT MAINTENANCE OF THE PUD II I. t RUNOFF FRO AS INDICATED NS. SILT FENCES SHALL BE MAINTENANCE LADENM SHEET FLOW ATED ON THE PLA INSTALLED AND ACCESS AREA INTERSECTS WITH THE DRIVE FOR TOYS fl US_ DURING MUDDY IN` GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND II I I AFTER EACH SIGNIFICANT RAINFALL. THE 'FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: : 30 SAN. SEWER- 1. CONDITIONS, INTERFERE WITH THESE MEASURES, THEY MAY BE REMOVED OF ALTERED AS NEEDED , F f FUNCTION THE END OF E DAY.1 EASEMENT BUT SHALL BE RESTORED TO SERVE THEIR- FUN AT TH 2. TEMPORARY CONSTRUCTION ENTRANCE 3.02 DETERIORATION OF THE FABRIC SEDIMENT SHALL BE REMOVED WHEN THE LEVEL � ll I A TEMPORARY CONSTRUCTION ENTRANCE WITH A WASH RACK SHALL BE INSTALLED AND OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP -OF THE BARRIER. MAINTAINED 2. ALL SOILS TRACKED INTO PAVED ROADWAYS SHALL BE REMOVED DAILY. II o ` DRIVERS OF ONOSTRUOCTION VEHDICLES WILL OB REQUIRED OTO WASH THEIR WHEELS BEFORE LEAVING 3. THE SEDIMENT TRAP FILTER STONE SHALL BE CHECKED REGULARLY TO ENSURE THAT I Il l i I I I I I I 4 I I I I I I 4 I I L I I I I I THE SITE TO LIMIT THE AMOUNT OF SOIL TRACKED ONTO THE ADJACENT PAVEMENT. FILTRATION PERFOMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REM AND C OR REPLACED. OVE,D LEANED ED LL r 1. III I DRAWING: CHA-ERO DA L ;, 5D 5/�? II PROPOSE E E BY VA ,P ROPOSED ERHEAD WIRE AREA CLE OU C9 o -,POL & CUY NEIR U� p 11 LF 6' P VC V1 5%E V97— --i w II PROPOSE E E BY VA ,P ROPOSED ERHEAD WIRE AREA CLE OU C9 -,POL & CUY NEIR 11 LF 6' P VC ®2,5%- 5%E V97— AREA 0DRAIN....:29. 3. 4SEE MECHANICAL PLANS FOR DOUBLE CHECK VALVE . IE 38.20 " 1 LOCATION INSIDE BUILDING ON SPRINKLER LINE. PROPOSED -2" TELEPHONE CONDUIT W 00 SWEEP. BEND X04. A VDOT PERMIT IS REQUIRED FOR ALL RK WITHIN W H ACROSS RO E 29, )E 4 4.20 6 x 6 ,� THE ROW. COORDINATE WORK WITH MEGA, THE L II BY VA PO PROPOSED CONDUIT TO _-MEET o IE ;434.4 4 LF 4 DIP CONTRACTOR FOR THE ROUTE 29 IMPROVEMENTS, - - - - \ n 7—PROPOSED GAS P L 7�, ---- ---- - - -- ------------- .......... - - - - --------- C/0 7 IF lI`4lMU-Wl 0--G-V --T-+4R-E-E---- VER ....... . �� . . ............ ........... . . > _11111� . .. . .......... 7- — — - - ----- - - ---- — --------- .................... . . . ................. ............. . . .......... . ....... - — - — — - I - - ---- ........... — ----- ------- -- ------ I --------- - ------ - - - ----- -- . ........ A ....... . ....... ....... . ..... ........ ....... ................ .............. ... ........ ............ ....... .......... . .. ........... 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DESCRIPTION DATE BY . . ..... ............... ................ ......... .............................. . .. ......... .... 435 ..... ...... ........ .. . ..................... . ........... ..... ...... .............. . .... ....... . ... .... .... . . .. ...... .... ..... .. . . . 1 4 I ............. ......................... ............ .......... ................ .......... . ... .. ... .. . ..... ......................... ... .............. ............ ............ ........... ............. .... . ..... . ... .......... ...... .. 420 435 .................. ................ ........................ ................ ........... .............. ...... ........... ............ ................ ........... .................. ................... ........... ......................... .......... ........... ...... ...... . ............ .............. . . . . .. ... ..... . ..................... .......... .................... ............... ........................ ................................ ... ........... ........... ... . ... ...... .................. ..... ............ ............................ ............. ............................................ � ........... ............................... . ...... I 0"TY COMMENTS .. .. . ... ... . ............... 10/21/94 At . ............... ................. .......... .... ................ ................................ .................. .. .......... . ............ ..... ....... ............ ........... . .... . . ..... ... .... . ........... .......................... .......................... ............................. . .. ....... . . ............ .. . . . . .. ............... ............. .......... ............ ........... ............... .............................. .. . .......... .. . .. .. ... . ....... .. .. . . .. . .. .......... ................. ................ ............ ............. .. .............. ..... . ............. ............. .... . ........................ ........... .............. ..... ........... ........... .............. ... ............... ........... ........................... ........... 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I .............. ............ ....... . ........ .......... . ............ . .. .......... ............. . ........... ........................... .. ....... ..................... . .. ........... 64 425.04 2.5% .. ............. .......... 2 ...... ..... 15" RCP 426.64 ------ — ------ . . . ........ .. ... ............. .. . . .... ....... . .... ... .... 425.04 i 422.00 13.8% CONNECT TO VDOT JUNCTION BOX . ............ �v �9, 3 15" RCP 22 — - --------- - 4 8.3% ... . ...... 427.80 . . . ...... . I 5" RCP 15 429.05 ...... ........ .... ........ . ............. . . ............. ............. .............. ...... .... ............... .. ............. .... ........... 77r7 ......... .... .......... ....................... . .... . .... .. . ...... ... ... ......... .. ................ ........... ................. . . I . .................... . ......... ............ .......... .......... ------ ............... . ..... 5 30 .......... - ---- - ..... . .. ...................... . .............. . . ....... . . ............. .............. ------ - ------ ............. .............. ............ .. .................. ............ ..... ......... . 429.30 0.17% .............. . ... .......... ....... .... ...... ................. ............... .................... ........... ........ . ..... . ............ ....... ............. . ............... . ....... ............... ............ s: . . . . . . . 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DRAWING: OCBCF+APR 3/8/95 ....... .... T.M.P. 6' Z 6, .. ......... URTYAR MARRIOTT C 0 D, 'ST R 4 .76' EXI c CR.JTI 6 77' . ...... CONCRETE DITCH DETAIL SLOPE — A —81 7'26" '22:' 20'3bz 40 - - ---------- x I .......... TC 37.46 ;__T .... ... ........J0. Ji Q 37 7 ............. I_- . ..... EL. 435.00 TO 45 2 T VARIES F . . ........ TYPE 1 FREE DRAINING BACKFId- TC . . . ........ c........... ... TQ TC 37�28 T 3 7.�06 -34,* B TC 37. C 36-.0 H 2 . . . ....... ..................... .......... 300 BE 36.22 .. ... ...... .......... . ..... .7 TC 35' 11 0 4, m Fny 1� _LF .... .. ..... ...... . . . . . ......... - -- ----------- - ... . ......... .. . .. . ...... . -WALL ............. . ....... ............ I. . . . . . . . . . . . . . . . . . ... . .......... 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WAL 452 ..... . ........... ................ . ..... ....................... ....... .. .. ............. ............... . ...... .......... . .... . .. ...... . . ...... -TOP -WAL±-----450.60 . ........... .... ...... ... .. . . ........ . .. .... ....... . . ........... ......... ........... ......... ... .................. ............ ........... ..... ............. ................ ...... ............ ......... ... .......... .... . ... ... .............. .. . ..... 2`='.0 -CONCRETE .. ............... ...... .. ... .. ------ ............. .. ...... ......... .. . .......... ............... .................. ............. . .. . ................ ..... ..... ............... . . .......... .. . . . ..... .... . .. .... ...... ------ ----------- ......... .. ................. . .. ..... .... . . .... . .... ... . . . ....... . ... AL±- -JOi ------- ..... .. ...... . . . . ............. . ...... . 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T ......... . ....................... .......... ...... .... ...... .............. . .. .... .... ............ ........... . ........ ................ ............... -- - ------ -- - - -- - - -- ........ ...... ............... . ...... ........ .... . ...... . ..... --- - - ... . .................. ........... .......... . ....... ... .............. .. .............. -4 -- - ------- f �_A ------- 448 .. . ........ . . .. ..... ... ......... . ...... ......... . . . . .......... I . .......... ........... . .............. . ... . ....... . .. .................. .......... ..... .. . ............. ...... ............... .......... ... ... . . .. .... . .. ... - - ----- --- ------ I OF LWAL-12 -,4-+4.-7-Q-- --- - - --- - --- - ........... ....... .......... ........... .. . .. . ........... .......... ....... . ... .......... ----- ------- -- .......... .......... .... . ............ 446 ................ .. .. ...... . ......... .. ------- ---- . .... ......... A ATI ............. 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DESCRIPTION DATE BY I RETAII" WALL 3/20/95 %WL _452. 2 ADDITIONAL WALL 4/21/95 ML MARRIOT COURTYARD EL. 458 col Li:,�CURB C\2 cQ ;-4 TEMPORARY SHEET PILING C\2 w Ln VATION LIMITS 0 't v) Ln Ln co 0 C) -j 0 C)f 0 r- CL TOP OF FOOTING < cf) LJ UJ ry 0 m EL. 429.58 z w a- 0 z of C) UJ Cr- :D 0 0 y a- u m LJ Li Z Ljj D Of (h Q:� E -j w 0 3-- Q� C) Z LO LJ_ 0 Li uj D W 0 EASEMENT LIMITS :2 0 C)� z LL_ 0 0 z MARRIOT COURTYARD 0 0 F- Z bi W '2 c� m :�E < LD :2 Ln >_ L.Li ct :D < 0:� cn Ld 0 cn 0 _:�� Q:� CO L.J a- LL, = LLJ Lj_ Lij L.L_ a_ LLJ cn = < 0- ry Ld c� m < U LLJ fy- >_ cn < Z 0 L.Li cy of 3: L -Li 0 LIJ ',3 <' - -_ Lij 2 CURB =) = C/) &O cn :�: I- :2 cn V) Q� a� -_ CK < _j Lr_ Z r-, __j W 0 0 - < < LL- 0 L --j - < < CD TEMPORARY SHEET, PILING c/) z cf) L 0 --- ) w > u Fn LLJ U) 0 C4 Cif LLJ 0- LLJ F- LL ul V) :�_ in N < 0 Q� C11- �-- 0 0 �- c!) co >'r V) 6� Ljj"!5 r - LLJ V) (-) 011 Ld LIJ LLJ L F__ 0 =) LLJ T- cl:� 7 V < Z Q - 0 c� VARIES - EL. 430.50 T10 EL. 435.50 446 . . . . . .......... 444 E, r, 438 436 434 NO. DESCRIPTION DATE BY I RETAII" WALL 3/20/95 %WL _452. 2 ADDITIONAL WALL 4/21/95 ML 446 . . . . . .......... 444 E, r, 438 436 ....... ...... ..... . . .......... 430 SHEEr 7 OF 10 DRAWING OCB—CHPR 4/21/95 m 434 - - - - - - - _____ ....... ...... ..... . . .......... 430 SHEEr 7 OF 10 DRAWING OCB—CHPR 4/21/95 m 12 h MAX. MIN. HT. 0.02 0 TO 4 4TO8 TO 0.52 8TO12 TO 1.87 12 TO 16 16 TO 20 20 TO 24 SPA. omQ�w �,. SPA. SIZE SPA. (n (n 3: yw y .. 12" cn Cif m� Ocn'0 12" #4 12"' wzgw. Q � J zQ ; #5 12" wo� 12" 4 1'-6" 3'-5" Y#6 12" 4'-5" 10'-9" z OZ��w �~�� 12" #5 12" 4 12" #5 12" 141_311 1'-10 1/2" 1'-9" 6'-111 #6 12" #6 . 1 -0 181_311 #6 12" FULL DIAMETER ; . 1'-6" #4 3 #5 12" #4 12" { T : 4 12" y #6 12" #9 12" #6 12" : 1 " 1 01/2, 1211 12" TYP ). . 5 12" #5 12" -.. 1 DIA: X 2 -0 12" #6 12" #6 12" #7 12" 1 .I 41-0- CEDAR '; PLAIN BAR 71 35 BARS INCIDENTAL. 1 REQ D. VERTICAL #4 12" - 12" BOARD' FENCE; MATERIAL AS �. {. I WELD .T0 SLEEVES. BARS YP (T ) 0 121' OR AN APPROVED EQUAL. #11 11 5 PER SPEC. 3306 12 " #6 " 12 #4 12" #5 .12" #5 12" #5 12" #10 INCLUDED IN PRICE BID FOR 12" #10 12" #11 5" #7 12" s 12" jLz �..� _ FLATTEN ENDS" TOP OF FOOTING r 2" X 6" J BAR WITH 4MIN. LAP - o� cn w' 2 TACK'' BAR SPACE METALLIC ELECTRICAL. SPACE WITH H BARS >Q TO -SLEEVE ATa TUBING 1.094" I.D.- x 0.057" - M ONE POINT ONLY W ALL THICKNESS SPACED 1 2" CORK / x 3 4 ADDITIONAL F BARS ® 1 -0 CTRS. VERTICALLY. AT JOINT CLR. JOINTS 2 PER SIDE F DOWEL _ BAR ASSEMBLY. FRONT FACE 11_011 to MATERIAL AND PLACING, TO BE INCLUDED o IN PRICE, FOR OTHER ITEMS FRONT FACE -BID r w w CORK SHALL COMPLY WITH DOWEL ASSEMBLY. OF STEM - - Z Q 11 SECURE 2 TOP"OF OF FOOT G IN DETAIL TO LEFT w 00 °- " = COPPER NOAIILS AIBOUT 18" m. PAINT AND NAILS INCLUDED IN PR OTHER ITEMS. Ln PER SPEC. 3165 NO, 5 BARS 11 AT 12 0 TYPICAL SECTION A4.1 6 k �, L EC. 3702. CORK AND D OWE _ 4" DIA. PERFORATED PIPE. } WRAP WIRH APPROVED FILTER J )NG 11 GA. FABRIC. TIE INTO 'DRAINAGE � o o o 2 1 /2 SRT. SYSTEM. tt - cn BID FOR STEP FOOTING DETAIL 12 h MAX. MIN. HT. 0.02 0 TO 4 4TO8 TO 0.52 8TO12 TO 1.87 12 TO 16 16 TO 20 20 TO 24 12 h MAX. MIN. H T. 0.02 0 TO 4 4 TO 0.52 F k TO 1.87 12 TO 16 16 TO 20 20 TO 24 SPA. omQ�w �,. SPA. SIZE SPA. (n (n 3: yw N #4 12" cn Cif m� Ocn'0 12" #4 12"' wzgw. Q � 2'-10" zQ ; #5 12" wo� 12" 4 1'-6" 3'-5" Y#6 12" 4'-5" 10'-9" z OZ��w �~�� 12" #5 12" 4 12" #5 12" 141_311 1'-10 1/2" 1'-9" 6'-111 #6 12" #6 1.2" 71-811 181_311 #6 12" 71-9" 1'-6" #4 12" #5 12" #4 12" { T : 4 12" y #6 12" #9 12" #6 12" #6 1211 12" #4 12'' 5 12" #5 12" #5 12" #6 12" #6 12" #7 12" #1.0 3 -PLY JOINT WATERPROOFING 12" #6 12" #4 12" #5 12" #5 12", #5 12" 8 12' 1 0 121' OR AN APPROVED EQUAL. #11 11 5 #6 12 " #6 " 12 #4 12" #5 .12" #5 12" #5 12" #10 INCLUDED IN PRICE BID FOR 12" #10 12" #11 5" #7 12" #7 12" �..� OTHER ITEMS. TOP OF FOOTING 2" X 6" KEYWAY o� C\2 �.� 4 ADDITIONAL F BARS AT ALL JOINTS 2 PER SIDE 3 CLR. TYP. o w w DOWEL ASSEMBLY. BAR SEE - - Z Q TOP"OF OF FOOT G IN DETAIL TO LEFT 00 °- PAINT BAR WITH ASPHALT Ln PER SPEC. 3165 NO, 5 BARS 11 AT 12 0 �, L EC. 3702. )NG 11 GA. � o o o SRT. CORK cn BID FOR STEP FOOTING DETAIL .z=��� - W � GE o N - Q'_T0 THRU JOINT uj c" aa�z� �W �� o 9 U� 6 mwwz a, z L1,,D O a-��-w 0�o�� 0 �� tv o w �- w w Ln��=� _. � a,z O z � -, m zz"zL o �o wz `..M RETAINING WALL GEOMETRICS "L" i � V a b c d e f 9 k WIDTH DEPTH DEPTH OFFSET BLOCK ' OFFSET OFFSET WIDTH 4 3'-3 1/2" V-2 1/2" V-1" 1'-1" 1'-2 1/2" 8 11 6'- 6 1 /2 11 11-4 1 /2 11-311 - - 4'- 1 11 1 /2 Ii t 1 -5 10'•-9 1 /2" 1'-6 1 /2" 1'-5" 9'-3 1 /2" 1'-61 8'-2" 1'-7 1/2"_ 16 16'-0 1/2" 1'-9 1 /2" 1'-8" 14'-6 1/2" V-6" 13'-2 1/2" 1'-10" 20 23'-3" 2'-5 1/2" 2'-4" 21'-9" 1'-6" 20'-3" 2'-0" 11 24 . . i 11 29 -6 1 /2 II 4'- 5 1 /2 1 11 4 -4 1 11 28 -0 1 /2 1 11 1 -6 1 27 II -4 I 2 II -2 1 /2 h (T/WALL ELEV.) - (T/FOOTING ELEV.) - 0.5' BASE PRESSURE h MAX. MIN. H T. 0.02 0 TO 4 4 TO 0.52 8 TO 1.87 12 TO 16 16 TO 20 20 TO 24 h (T/WALL ELEV.) - (T/FOOTING ELEV.) - 0.5' BASE PRESSURE h MAX. MIN. H T. 0.02 0 TO 4 4TO8 1.47 0.52 8TO12 0.66 1.87 12 TO 16 16 -TO 20 20 TO 24 h (T/WALL ELEV.) - (T/FOOTING ELEV.) - 0.5' BASE PRESSURE KIPS/SQ. FT. MAX. MIN. 1.44 0.02 1.33 0.28 1.32 .0.44 1.47 0.52 1.60 0.66 1.87 0.86 a REINFORCEMENT BARS L " F- w O o H (HORZ.) K (VERT.), L (HORZ.) m� o Q'� cn w z P (HORZ.) Q (HORZ.) � O SIZE SPA. a SPA. SIZE SPA. a�Wza aw SPA. SIZE SPA. � W � SIZE SPA. omQ�w �,. SPA. SIZE SPA. (n (n 3: yw N #4 12" cn Cif m� Ocn'0 12" #4 12"' wzgw. Q � 2'-10" zQ ; #5 12" wo� 12" 4 1'-6" 3'-5" Y#6 12" 4'-5" 10'-9" z OZ��w �~�� 12" #5 REINFORCEMENT BARS L " F- w O o H (HORZ.) K (VERT.), L (HORZ.) M (VERT.) 0 (VERT.) P (HORZ.) Q (HORZ.) O�=Q� E -z T (VERT.) SIZE SPA. U F-wQ Ow (/1 U z (n z. L L / SPA. SIZE SPA. L-oDLi �j SPA. SIZE SPA. U Fn ' z_aw�� b, SIZE SPA. U SPA. SIZE SPA. (n (n 3: yw N #4 12" cn Cif m� Ocn'0 12" #4 12"' m 12" 2'-10" o w cl uj w ; #5 12" o5 ui m 12" 4 1'-6" 3'-5" Y#6 12" 4'-5" REINFORCEMENT BARS L " F (VERT.) H (HORZ.) K (VERT.), L (HORZ.) M (VERT.) 0 (VERT.) P (HORZ.) Q (HORZ.) R (VERT.) T (VERT.) SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. #4 12" #5 12" #4 12"' #5 12" 2'-10" #5 12" #5 12" 4 1'-6" 3'-5" Y#6 12" 4'-5" 10'-9" #4 12" #5 12" 4 12" #5 12" 141_311 1'-10 1/2" 1'-9" 6'-111 #6 12" #6 1.2" 71-811 181_311 #6 12" 71-9" 1'-6" #4 12" #5 12" #4 12" #5 12" 12" 4 12" 4 #6 12" #9 12" #6 12" #6 1211 12" #4 12'' 5 12" #5 12" #5 12" #6 12" #6 12" #7 12" #1.0 6" #6 12" #6 12" #4 12" #5 12" #5 12", #5 12" 8 12' 1 8 121' #8 12 " #11 11 5 #6 12 " #6 " 12 #4 12" #5 .12" #5 12" #5 12" #10 12" #10 12" #10 12" #11 5" #7 12" #7 12" h = (T/WALL ELEV.) - (T/FOOTING ELEV.) - 0.5' 0 RETAINING WALL GEOMETRICS ".L" a b c d e f- 9 k m WIDTH DEPTH DEPTH OFFSET BLOCK OFFSET OFFSET WIDTH OFFSET - 3'-3" V-1 1/2" 1'-0" TO 24 SPA. 1'-1" 1'-0" 1'-2" SPA. SIZE SPA. 5'-9°' V-1 1/2" 1'-0" 12" 4 12" V-11" 1'-0" 2'-10" 8'-3" V-2 1/2" 1'-1" 3'-4" 4 1'-6" 3'-5" 2'-9" 1'-1" 4'-5" 10'-9" 1'-6 1/211 1'-511 41_61 11-611 41_911 31_711 11-5" 51-911 141_311 1'-10 1/2" 1'-9" 6'-111 11_611 61_811 41_911 1'-10" 71-811 181_311 2'-2 1/2" 2'-1" 71-9" 1'-6" 9'-011 6'-1" 2'-2" 101_011 _j h = -(T./WALL ELEV.) - (T/FOOTING ELEV.) - 0.5' BASE PRESSURE h MAX. MIN. HT. 0.05 0TO4 0.00 2.59 4TO8 3.34 0.03 8TO12 0.29 3.98 12 TO 16 16 TO 20 20 TO 24 h = -(T./WALL ELEV.) - (T/FOOTING ELEV.) - 0.5' BASE PRESSURE KIPS/SQ. FT. MAX. MIN. 1.45 0.05 2.02 0.00 2.59 0.03 3.34 0.03 3.88 0.29 3.98 0.97 REINFORCEMENT BARS " 1 F (VERT.) H (HORZ.) K (VERT.) L (HORZ.) M (VERT.) 0 (VERT.) P (HORZ.) Q (HORZ.) R (VERT.) T (VERT.) SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. SIZE SPA. 4 12" 5 12" 4 12" 5 12" 5 1211 5 1211 5 12" 4 12" 5 12" 4 12" 5 1211 5 12" 5 12" 5 12" 4 1211 5 12" 4 12" 5 12" 4 12" 4 12" 7 12'_' 6 12" 5 12" 5 12" 4 12'' 5 12'' 5 12" 5 1211 6 12" 6 12" 9 121 7 12" 6 12" 6 12" 4 12" . 5 • " 12 5 II 12 5 11 12 8 II 12 8 " 12 8 11 6 9 11 12 6 tl 12 1 6 II 12 #4 12" #5 )12" #5 12" #5 12" #10 1211 #10 12" #10 6" #9 12" #7 12" #7 1211 h = (T/WALL ELEV.) - (T/FOOTING ELEV.) 0.5- I - s 1. USE DOWEL ASSEMBLIES AT ALL JOINTS. NO REINFORCEMENT THROUGH JOINTS 2. BAR , LAP AT AUTHORIZED SPLICES, 36 DIAMETERS FOR NO. 4 TO NO. 7 BARS AND 40 DIAMETERS FOR NO. 8 TO NO. 11 BARS EXCEPT AS NOTED. 3. CONCRETE SHALL BE DESIGN SPECIFICATION f'c = 4000 P.S.I. SECTION A -A ! - 4. REINFORCEMENT BARS SHALL CONFORM TO ASTM A615 GRADE 60. Y 5. ALL REINFORCEMENT BARS SHALL HAVE A 2" MINIMUM COVER. - 3 q 0" INTERVALS6: EDGES OF CONCRETE ON ALL EXPOSED JOINTS AND TOP OF STEM WALL SHALL BE FORMED WITH 1/2" CHAMFER UNLESS OTHERWISE NOTED. 21 31 11 41 21 11 21 31 21 11 21 31 21 7. CONSTRUCTION TO BE IN ACCORDANCE WITH VIRGINIA SPECIFICATIONS. 8. WHEN. -STEM HEIGHTS VARY BY -LESS THAN FOUR FEET IN ANY PANEL, THII " REINFORCEMENT SHALL BE SIZED AND SPACED FOR THE MAXIMUM HEIGHT N THE PANEL. EL. 1 X 4" REVERSE BATTEN }„{ FOOTING NOTES 1. CONSTRUCTION JOINTS IN FOOTINGS ARE PERMISSIBLE. CONSTRUCTION JOINTS SHALL BE LOCATED A MINIMUM OF 2 FT. FROM STEM JOINTS. A KEYWAY IS REQUIRED.. 2. CONCRETE IN FOOTINGS SHALL BE f'c = 4000 P.S.I. ,r 4 3. REINFORCEMENT BARS SHALL CONFORM TO ASTM A615 GRADE 60 4. BAR LAP OF AUTHORIZED SPLICES IS 36 DIAMETERS FOR NO. 4 TO NO. 7 BARS AND 40 DIAMETERS FOR ' N0. 8 TO NO. 11 BARS.' 5. ALL REINFORCEMENT TO HAVE A 3" MINIMUM COVER UNLESS NOTED OTHERWISE. WHEN RUSTICATION I'S USED, MOVE FRONT FACE VERTICAL DOWEL (K) IN TO MAINTAIN 2" OF COVER. 6. FOOTING REINFORCEMENT TO CONTINUE THROUGH JOINTS. GENERAL NOTES 1. HAND COMPACTION OF BACKFILL . IS REQUIRED WITHIN SIX (6) FEET OF THE WALL. 2. FREE DRAINING MATERIAL TO BE PLACED AS SHOWN FOR RETAINING WALL BACKFILL. 3. FOR SECTION A -A AND SECTION B -B, SEE DRAWING C5. ss^s r 4. VALUES USED IN DESIGN CALCULATIONS ARE 4,000 PSF BEARING PRESSURE, UNIT WEIGHT OF 110 PCF, AND A FRICTION ANGLE OF 30° FROM SOIL REPORT PREPARED BY HANSON ENGINEERS, INC., ON APRIL 22, 1994, AND ADDITIONAL RECOMMENDATIONS MADE ON JUNE 20, 1994, FIELD VERIFY VALUES. k W Li 0 m% b DRAWING: RET-WALL.DWG 2/8/95 NOMINAL FITTING SIZE, INCHES TEE, WYE, PLUG OR CAP 90- BEND PLUGGED CROSS TEE PLUGGED 45" BEND ON RUN Al I A2 22 1/2- BEND 11 1/4- BEND 4 1.0 1.4 1.9 1.4 1.0 - 6 2.1 3.0 4.3, 3.0 1.6 1.0 - 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 1 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6'.0 3.0 18 19.0 1 27.0 38.0 27.0 14.6 7.6 3.8 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 48.0 68.0 26.2 13.6 6.8 PLAN BASE MANUFACTURED BY: THE SERVICE LINE SHALL BE THE SAME SIZE AS STAMIE E. LYTTLE & CO, THE WETER.UNLESS OTHERWISE APPROVED BY OR APPROYED EQUAL, THE A.C.S.A. H NOLE COVER SUPPORT _HINGE ABOVE TEE I All, F- In 1/4" METAL COVER PAINTED GREEN -011111 t i. APPROVED EQUAL COLOR (I"CVERLAP 9 . - 1, '5�/ tf 0 ON ALL SIDES) (7) Ln FORD LLJ I- - BRASS CUSTOM- Icy, LLJ < Lii 0 SETTER WITH D � CD -Cap "WHEN VERTICAL BYPAss(IA*- DWG. No. 30 0 to try COPPERSET T ERS 9938-3, 2" -DWG. NO. 7 --J ARE USED. 9938-2, OR I' , 0I is 3D T IIIIJw- T5 �'' sQ 30 L-�,,- 6 -H ofC.'/1 Bas A aa, "2 0 Clock cohl'N Joint— 0 Lu- T- -Lc W- COLLAR vitlin. lo Max. Vskepso, to bilprat,id" SECTION A -A Withal St.- .1 leer. 3 Sld�ST-l. 'For step details PLAN VIEW Grate is I obeirsilailed So stars will dired water toward ?he 0 Note: This area my be 00(thdits, in whkh cam "el th,odt Grote rrujs�l be reversjble, (Right Mnd grate is shown) toupoim.. joint, .111 apply .17 to. DEPTH -b and gutter. _--J L Variable- M 20' - B., A -1010 -I -I 'Llr I Bles 5 0 O'c-c Depth J Falp SECTION A -A Fabric Goote.tile SECTIOND-D an"wit. -so hate L C 0 6" trePrements Won to, b.. c.1 -f ilvet. I : flahoirli located to d(oin a material. - H =Diameter Lief far round- pip..,Ise I. pipe circh and b., �ii s Weep 4 ;SECTION A -A Fabrnc SECTION A -A �'T DEPTH Sors A010 % -c NOTESaeba. -d Far multiple line instaitatims Dintension 0 is to'go,wn the pro :eda 3tnches, be B awhilther Id "ie'd (oke gal,, 'sidth(WI. fiection outside the channel SECTION B weep mote n,mbew 4 mesh hardware cloth On any secondary Roads installation req,tring erosion control stone here no anchored ft'.1, of FRONT ELEVATION wi.d.all or -dmcs.. is specified an pl..s,lr.ct.n is 1. be in accordance rich -M.30 ........... O.fad 2 Mo.. ob. Nares ll.nd inlets hic, be phshr.ced I.", rhe 11 SECTION E -E D :: It 11. outfall pip. is higher than the witorn to cd - .,in Coniceete block; . , e,lhe ;� shot be sh.prital ilh consent -,In In. dril.ii, 11o.. pit, Standard lor 1. p1-1 sitirib. po osr " It. strut u- Th. D..,nig DloMB. c." 'c' in par, A-1 ri shoprig shall be included in the price bid low B., B-10 0 This W.d., . dstw-ded l.nq,,1 b.hd quit., itu.1on, chly. 6".c 2' .21, ' Gak-usal Geohii F.b,!F to be inai under all erosion control stone in accordance with the spectficahchl, D1 -2A -2B D1 -2C EO IF, I L I A A A TY . PE L CON-. REINFORCING STEEL CRETE BARSA B.'- A 1 -ARS 13 BARS B-1 BARS C EARS E BARS F WEIGHT Ft. Cu.Y& No. Lin. F t. No. Lin. Ft." No. Lin. No. Lin, Ft.* No. Lin. Ft. No. Lin. ---Ft. WNo. JLin. Ft* Lbs. DI -2A 2'-2" 1.71 4 5 3r-2" 4 S 5 2--o 55 1.95 4 3'-2" 5 6-,0" 4 S-16" 3 4-3'to415' 5 2'-0 3 2'-0" 3 1'-6" 84 6 2.23 4 - 3-2" 5 7'-0" 4 3'-";" 7 4-3'to4 2'-0" 3 0" jig 8' 2.51 it 6'-0" 3 10, 2.79 4 3i-2" 5 111-13" 4 S-6" 15 4-5to4-6�' 5 2'-0" 3 fFO' 3 DI=28 12' 3.05 4 1310" 4- 19 4-3"ID44' 5 7-0" 3 10--0" 3 14! 3.34 4 101-0" 4 61' 8 4.3"to4-6' 5- Z -O" 3 - 12'-0° 3- 7--6" -259 16' 3.61 4 - S-2"' 5 17,l-10" S11s 27 4-Yto44' 5 2=O" 3 3 1:- 6:: 294 18", 3.89 4 3'-2" 3'-6' 31 4-3'to4-6' 5 2'-0" 3 E144-0"] 16-0" 329 2.0 4.17 4, - '2W 3 18.0 3 1'- 6" 364- 6' 224 4 3'-2" 5 7'1 4 `3'- 6" 6 4-3to4`-6' 5 2.. 0' 6 2-1"6 It- 6" 115 8' 2.55 4 3'-2" 5 .1 01 4 6 10 -3"to4-61 5 . 2'-0" 6 6 1'-6" 150 10' 2.82 4 3'-2" 5 W -O" 4 3'-6" 14 4-3"to*61 5 1 2'-0" _6 _6 I'-6" 18-5 DI -2C 12' - 3.09 - 4 - 3'-2" 5 '13'70" 4 S-6" 18 4-3"to4-6- 5 6 5'- 1 - 6 - 1'- 6" - 220 14" 3.37 4 3'-2" 5 15'-6" 4 3'-65" 22 '-3"to4'• 5 2'-0" 6 6'-1" 6 T- 6" 255 4 S -2i' '5 17'- 4 1 S-6" 126 4! -3"to4-6" 5 6 7' I° _6 I'- G" Pq 4 S-2"- 19-0" 4 S-6" 30 1�4'to*e ,5 2i -C': !0,":] _6 . -1 U-1 4 3=2°' 1-- Z 1 36. NEENAH R -4920-A3 N'� 'a 0o og -,a a 4 INLET ELEVATION (R.E.) Li ' 20.5 FILTER CLOTH -' 4' MIN LENGTH OF STONE WEIR 10.2' 12.5' 6" DIA. PVC RISER SDR 35r"=000 STONE WEIR R=56.60' H=59.96' oa CONNECTION AS PER MANUFACTURE SPECIFCATION ---------- M . - <I iR G N LI ITS — 1,5 O T F'.: x x / 0 FAC 0 ALL x I V W I N i H� llKiF' Ell 1PE PLAN L1NVJ 1 H1 D❑ NUf KEST❑kL JUN K A - --- - OR ANY SHRUBS WITHIN THE DESIGNATED RESTORATIONREA, -�- �NI A CREEPER - 10 -I -- - IOLL QTY COMMON NAME RES ED JUNIPER (TYP) - 5 WINGED J x 11 DWARF 3,5' CAL, BUR. ORD V W I N i H� llKiF' Ell 1PE PLAN L1NVJ 1 H1 D❑ NUf KEST❑kL JUN K A - --- - OR ANY SHRUBS WITHIN THE DESIGNATED RESTORATIONREA, -�- �NI A CREEPER - 10 -I -- - IOLL PLANT SCHEDULE QTY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS 11 5 WINGED J x QUERCUS PALUSTRIS 3,5' CAL, B+B FULL 5 PROPOSED4 FRAXINUS AMERICANA 2.5' CAL. -7'. " T SAWT SAWTOOTH OAK �2.5 O.C: ,EUONYMOUS-- , DWARF NANDINA -- - - 1 EASTERN REDBUD _ CERCIS CANADENSIS 2.5' CAL. B+B TRESS ADJAC T TO .ROUTE '29 SOD 5 - A - 4.,E STERN REDBUD 2 'RED TWIG DOGWOOD x 2,5' CAL, B+B SINGLE 7 SARGENT CHERRY- TO BE,..3 1 2 Cl 2.5'" CAL. B+B f. ,. __� FLOWERING DOGWQOC� O SAWTOOTH OAK N )T 6. SES. C B # 2,5' CAL. B+B 25' D.C. :.. - UD RETAINING \, EASTERN 'REDBYVALL - 24 LEYLAND CYPRESS CUPRESSOCYPARIS LEYLANDII 6' HT. r 8' O,C,.. . - -- LOADING AREAIf 25 ST, JOHN'S WORT PICEA PUNGENS GLAUCA 18 HT, 5 GAL, - ./' GLOSSY ABELIA ABIES BALSAMEA x R T - 5 GAL, 1 58 DWARF NANDINA PINUS SYLVESTRIS 24' HT. x - i WINGED EUONYMOUS ROSA RUGOSA �. ------- -- -- - -- x. x D Q G W O O ID N: - 82 x REDTWIG DOGWOOD CORNUS SERICEA I IIII x - - x SARGENTS GREEN JUNIPER JUNIPERUS CHINENSIS 'SARGENTII' 18' SPRD, 5 GAL, 3' D.C. � a - FIRE -- I HYDRANT - -- PHOTINIA GLABRA 36' HT, 5 GAL. - 179 I x 24' HT. 5 GAL. 0 90 DWARF BURF❑RD HOLLY ZGLOSSY. ELIA -- - 4 KED lP PHOTINI A 5 GAL, - --- - _ GULF TIDE OSMANTHUS _ OSMANTHUS 'GULF TIDE', I. I 5' 'D.C. 23 - VIRGINIA CREEPER PARTENOCISSUS QUINQUEFOLIA O i � 14 HEELER JAPANESE HOLLY y HELLER JAPANESE HOLY _ z i = < - PLANT SCHEDULE QTY COMMON NAME BOTANICAL NAME SIZE ROOT REMARKS 11 PIN OAK QUERCUS PALUSTRIS 3,5' CAL, B+B FULL 5 WHITE ASH FRAXINUS AMERICANA 2.5' CAL. B+B FULL 5 EASTERN REDBUD _ CERCIS CANADENSIS 2.5' CAL. B+B 4-5 STEMS 5 - FLOWERING DOGWOOD CORNUS FLORIDA 2,5' CAL, B+B SINGLE 7 SARGENT CHERRY- PRUNUS SARGENTII 2.5'" CAL. B+B SINGLE 7 SAWTOOTH OAK QUERCUS ACUTISSIMA 2,5' CAL. B+B 25' D.C. 24 LEYLAND CYPRESS CUPRESSOCYPARIS LEYLANDII 6' HT. POTTED 8' O,C,.. . a: 25 ST, JOHN'S WORT PICEA PUNGENS GLAUCA 18 HT, 5 GAL, - 38 GLOSSY ABELIA ABIES BALSAMEA 30' HT. 5 GAL, - 58 DWARF NANDINA PINUS SYLVESTRIS 24' HT. 5 GAL.. - 12 WINGED EUONYMOUS ROSA RUGOSA 30' HT, 5 GAL. - 82 x REDTWIG DOGWOOD CORNUS SERICEA 36 HT, 5 GAL, - 1240 SARGENTS GREEN JUNIPER JUNIPERUS CHINENSIS 'SARGENTII' 18' SPRD, 5 GAL, 3' D.C. 40 REDTIP PHOTINIA PHOTINIA GLABRA 36' HT, 5 GAL. - 179 HEL.LER JAPANESE HOLLY ILEX CRENATA 'HELLERI' 24' HT. 5 GAL. 0 90 DWARF BURF❑RD HOLLY ILEX C❑RNUTA 'NANA' 24' HT. 5 GAL, - 4 GULF TIDE OSMANTHUS _ OSMANTHUS 'GULF TIDE', 36' HT, 5 GAL. 5' 'D.C. 23 - VIRGINIA CREEPER PARTENOCISSUS QUINQUEFOLIA 2 YR, #1 CONT. 5' 0. 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EASEMEN I DEDICATED TO MARRIOTT COURTYARD REVI SI ON S NO. wow �.Q,I - - LLJz DATE BY u - > Q q I �L�j COUNT( COMMENTS- 10/21/94 z = 1 2 FINAL PLANS - U Q ~ z W PDS - - - -� - T r 1 F- 2/07/95 POS - — o D w SCREENING REVISION il zQ- 5 SCREENING REVISION W�� J�ch PDS 6 SCREEN. & IRRIG. REV. 3/27/95 i I 1 i 7 RET. WALL 17 ADDITIONAL TOYS "9" -US o L, " `� v = cr w o Li PARKING STALLS NOT SHOWN' _ z n _ = n ' - FILL. EASEMEN I DEDICATED TO MARRIOTT COURTYARD REVI SI ON S NO. DESCRIPTION, DATE BY 1 COUNT( COMMENTS- 10/21/94 ML 2 FINAL PLANS - 12/2/94 PDS 3 TENTATIVE APPROVAL 2/07/95 POS . 4 SCREENING REVISION 3/07/95 PDS 5 SCREENING REVISION 3/16/95 PDS 6 SCREEN. & IRRIG. REV. 3/27/95 PDS 7 RET. WALL 5/5/95 PDS LANDSCAPE PLAN SCALE 1 " = 20'-0" a 0' 10' 20' DRAWING,- OCB -CHLT DATE. Q ;,1