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Home My WebLink AboutPlans 2.1.1985ROYAL EXECUTIVE PARK II I u A - - v Allr 1L i ic } c 3 per. y4 Lam- L.,. m...+.. 'wwo-' 1--Y l �$, S "'._. { % �.�,w�w l` 4..✓' -.... 'p ,-� )az^... "'.... C..... `h. 1� {,� 6 � "s �p ""'p�+jvm. pgw y •�,. A-+$�^��.w��^`" '*.»,,,7 }.".' 4 1. r✓' i ^yj >p}�V pMc v}� �. ,yy. .n{5«.. jf� �w}�u+�L. F-- \ C--^Y$�..'.y« �j A 'V' L( i a..r /—,,,�}�[�/ wW}'1,yv,' '+% i '{ t b "^ i.{^^+ `,�. t .Y+.f `� L_..✓ # L. _ l6 1 g,..�d^] pt. ly� /9 � { � 1M.` `�"'re.FpR' � f wA �,.a° 'Le.«- � dt * t F .�!` � ! F '^ ..sA b. 9 < 9 '@ �l �"k ✓- i.. '� �Y. d t `m `*-.vi ,� APPROVED VILLAGE E IEEE �a { d^ A i W A - i i?et 1 1 i t 4 _itt 11C. - 1,:1' / a . 0y 7`, L, t""_r '{` tY w. v' % ?�al`"'� r°w. ""' I'a�,,. # J { L..J* t { Q D a t g.........., ht V +.y✓ 3 A r M IN r 00 ",'i YO Q t 316le RIM% P,t=b 16, 8cr` QV a 3i it�j , � � 5,, 8 I WV i # l 1't r_ cii — -.--I•`. OUB 2: ( "� T) , � s � OUT) � e � y 15, iml �,i C� - "`` �-f _ c� r CMS .56 1- t . m - ` # i � ,. ` ' H ' • (>��` ' C k C B 5 �• P"z, z t" 5 = $ • 1 4o-..' { >71ff . fr314. d we .. 1 t, tic Ste{ 10" -,Lw 1 1 _ ..- i 0 t � � � 1 M rr 1F;�, s cutr tr U NA ` 1 t tt k C- ? .. .. Zci 4 f (OUT) e° A r M IN r 00 ",'i YO Q t 316le RIM% P,t=b 16, 8cr` QV a 3i it�j , � � 5,, 8 I WV i # l 1't r_ cii — -.--I•`. OUB 2: ( "� T) , � s � OUT) � e � y 15, iml �,i C� - "`` �-f _ c� r CMS .56 1- t . m - ` # i � ,. ` ' H ' • (>��` ' C k C B 5 �• P"z, z t" 5 = $ • 1 4o-..' { >71ff . fr314. d we .. 1 t, tic Ste{ 10" -,Lw 1 1 _ ..- i 0 t � � � 1 M rr 1F;�, s cutr tr U NA ` 1 t tt k C- ? .. .. m 'Z' 70 4- R OYAL � �.�i�'UTIVE PARK �t ;! OFE -Y F`j EiH0()k9N.Y. PHASE IB 1 3 -7 0 6\ t -A G -s T Iko r 14 j c it e per' i M; MOM: a I I n 4- R OYAL � �.�i�'UTIVE PARK �t ;! OFE -Y F`j EiH0()k9N.Y. PHASE IB 1 3 V t . �. t .. J "iii -T� coo h.M y W4 CSU AIt I -T F -�, -APPROVED BY VILLAGE ENGI DATE C', Ao ROYAL EXECUTIVE PARK 11 .................... I .............sa 5r................................ ...................... EROS I ON C CON E 'CO DMJM S ) IIN "ANMVT -m v ��nlllfl A!W"WTyrV0rV(, -J(l� 'RERS �Y BAA F IN SWAB SPACING) �Y DRAINAGE SWAB RY SlI.-TATION ?A fPa lRev 04 SM ONTROL PLAN # 2 , Q , D'ImUkWN, BY mwo I® 24" Dti!NG TO GRAEFE WITH BRICKS & MORTAR Z, A, STIEPS(SF f C DETAII) I C a 48 USE CAMPBELL 2501 FRAME B GRATE 14, VARIES INSIDE OF MANHOLEA 71 2 1A" CATCH BASIN DETAIL MAKE SMOOTH CONNECTION PETWEEN.NLET Ek OUTLET WITH SPLIT PIPE OR CON C FORMED, IF APPROVED BY THE ENGINEER, MANHOLE BASE `1A 7/8" 3 3/4" 9 13 1/4' CROSS SECTION .MANFIOLE STEP DETAIL STEPS SHALL BE PLACED APPROXIMATELY 12" ON CENTER FOR THE FULL DEPTH OF THE MANHOLE".. NO STEPS WILL. BE REQUIRED IN MANHOLES LESS THAN 4'DEEP PlArejolwl ACKIFILL MATERIAL L I _ECT r_,ACKFILL - 11- 0" ll U)"DERCUT TRENC-H ROCK EXCAVATION I" R ari 71 NYSDOT No. 403.17 TYPE 6F----*, wl NYSDOT No 702-3401 MATERIAL DESIGNATION HFMP, - 2H MEDIUM SET- TING ASPHALT EMULSION. 6 CONTE -ACTOR TO SUBM,r MO,I-D, PATTFAN TO VILLAGE'SENGINEER FOR APPROVAL, BLACKTOP CURB DE,TAIL, TYPICAL. SECTION NTS HAND llfj),i SWEPT �'W !U( )i 8% ONG x Zl" T)VICK HASTINGS JOINTS 1/4" WAX - 2 7 BRICK PAVrRS, CCi-OR AND PATTERN TO BE Zk r_ Lr_111 I r t o BELGIUM BLOCK CURB E3A- 1/2 TOP COURSE- N.YS.D.O.T. #403.17, TYPE 6F - 2'/,a "BINDER COURSE -N.Y. S.D.O.T. -*403.13,TYPE 3 C- 3"ASPHALT PLANT MIX - D 4'BASE COURSE- N.Y.S.D.O.T.* 304-2.02,TYPE E - 4"BASE COURSE -N.Y. S.D.O.T. #304 -2.02,TYPE 3 3J4" 8ITUW1NOUS SETTIN; BED D 4" ASPHALTIC C J %,Q' BINDER COLkRSE NYS DOT No 403 13 _PA_RX1t+G__ LMi A IAE fir,TYPICAL, SECTION NTS 7T SIDEWALK DETAIL 1, TO8LJTGETHBLOCXSEER 12 r`TT—y P7-7 NTS. 6'(TY A 7� CONC LFINAI. PAVF",AENT(SEE DETAIL) (1,2 4 A IX) SUR f kCE -7 1 4" i L :t Y 11N J, 14 (1 . 2 : 4 MIX -BELGIUM BLOCK CURS DETAIL N TS, k". "If ria, IL -U COVE) %3MI8LIV-, 00.:) %,:PnAUr_ 1V t3r- U"AlIttir-U, Z) 1At:$1U/_-_U,UKAUt rO LINE AND GRADE AND ROLLED WITH A 10 TON ROLLER, BOULDERS AND LEDGE ROCK TO BE REMOVED TO AT LEAST 6" BELLOW SUB- GRADETHE FINISHED SURFACE SHALL BE UNIFORMLY SHAPED AND ANY IRREGULARITIES SHALL BE CORRECTED PRIOR TO PLACING DEFLECT PIPE AS PER THF NEXT C01JRSF WATER LINE MANUFACTURERS RECOMENDATIONS 18 P.V.C. PVC a D. 1. PIPE D. 1. L01,+ ro SEWER OR PAN LINE PIPE PIPE 2 ?ER BALE OF CONCRETE /—TOP tA HIdMIN, -1 1 IdMIN. � 7 22 1/2'BEND 8" POLYETHYLENE wt PIPE SELqCl' FILL TO BE PLACED 12 IN 8 LAYERS AND TAMPED L 12 it REQUIR'7MENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER --CONCRIETE ENCASEMENT 49 6" MIN. ALL AROUND 8" D. I. P 11 A: 4 8'L ----CONCRETE BASE 1.2-4 MIX .DROP M.H. CONNECTION N.T. S. 24' BRING TO GRADE WITH BRICKS 6, MORTAR 811 STEPS (SEE w4 DETAIL) D 4811 < CROSSING OF WATER LINE CVER SANITARY SEWER OR DR AN COMPACTED SUITABLE < X 71`7 Lj i 2� 60 6 OF CRU SHEC STONE N ;.5. MIN. 6 MIN, PRECAST CONCRETE MANHOLE OVER 9'-0" I" R ari 71 NYSDOT No. 403.17 TYPE 6F----*, wl NYSDOT No 702-3401 MATERIAL DESIGNATION HFMP, - 2H MEDIUM SET- TING ASPHALT EMULSION. 6 CONTE -ACTOR TO SUBM,r MO,I-D, PATTFAN TO VILLAGE'SENGINEER FOR APPROVAL, BLACKTOP CURB DE,TAIL, TYPICAL. SECTION NTS HAND llfj),i SWEPT �'W !U( )i 8% ONG x Zl" T)VICK HASTINGS JOINTS 1/4" WAX - 2 7 BRICK PAVrRS, CCi-OR AND PATTERN TO BE Zk r_ Lr_111 I r t o BELGIUM BLOCK CURB E3A- 1/2 TOP COURSE- N.YS.D.O.T. #403.17, TYPE 6F - 2'/,a "BINDER COURSE -N.Y. S.D.O.T. -*403.13,TYPE 3 C- 3"ASPHALT PLANT MIX - D 4'BASE COURSE- N.Y.S.D.O.T.* 304-2.02,TYPE E - 4"BASE COURSE -N.Y. S.D.O.T. #304 -2.02,TYPE 3 3J4" 8ITUW1NOUS SETTIN; BED D 4" ASPHALTIC C J %,Q' BINDER COLkRSE NYS DOT No 403 13 _PA_RX1t+G__ LMi A IAE fir,TYPICAL, SECTION NTS 7T SIDEWALK DETAIL 1, TO8LJTGETHBLOCXSEER 12 r`TT—y P7-7 NTS. 6'(TY A 7� CONC LFINAI. PAVF",AENT(SEE DETAIL) (1,2 4 A IX) SUR f kCE -7 1 4" i L :t Y 11N J, 14 (1 . 2 : 4 MIX -BELGIUM BLOCK CURS DETAIL N TS, k". "If ria, IL -U COVE) %3MI8LIV-, 00.:) %,:PnAUr_ 1V t3r- U"AlIttir-U, Z) 1At:$1U/_-_U,UKAUt rO LINE AND GRADE AND ROLLED WITH A 10 TON ROLLER, BOULDERS AND LEDGE ROCK TO BE REMOVED TO AT LEAST 6" BELLOW SUB- GRADETHE FINISHED SURFACE SHALL BE UNIFORMLY SHAPED AND ANY IRREGULARITIES SHALL BE CORRECTED PRIOR TO PLACING DEFLECT PIPE AS PER THF NEXT C01JRSF WATER LINE MANUFACTURERS RECOMENDATIONS 18 P.V.C. PVC a D. 1. PIPE D. 1. L01,+ ro SEWER OR PAN LINE PIPE PIPE 2 ?ER BALE CLAMP RODS 11 3/4" ROUND RODS EDGE OF TRENCH ► B 250 0 P.S. 1. CO NC. SECTION WATAI A 11 11 A 2'MIN UNDISTURBED0 PSI CONCR TB NOCONC..�HALLBE GROUND 250 ETE � _J i7_1 a r C;36 477 Cr 2�-C;' I HYDRANTS SHALL 9r - STANDARD AS PREGINTLY USED VALVE 3OX----\ Excavate, if necesswas ary for storage A�N C. eFlow Earth Embankment Outlet Protection EMANKMNT SECTION THRU RISER 41 All slopes 2:1 is -6" min. or flatter 001, . Perforated max•"11._% Welded all around Riser SLOPE DRAIN TO BE COMPLETELY ENCASED WITH FILTER FABRIC. 31 011 21-0 It PARKING LOT ROAD WAY A 8" PERFORATED CMP N.Y.S D.O.T. STONE SIZE 95 TYPICAL DETAIL. A SLOPE TOE DRAIN SCALE - 3/8" z I'- C" CAMPBELL FRAME AND GRATE FINISHED PATERNNO. 2415 OR EQUAL GRADE 4 01 2%00 B" CMP (PERF) 3/4'CRUSHED STONE ;5 0 SQUARE IN 6" CONCRETE BLOCK* -1/2" CEMENT PARGINO ON OUTSIDE (BOTTOM 3 COURSES* ONLY) 3 COURSES 3 J-41. 4 CONCRETE BASE VERT4CAtt. MKS ABOVE ThINC COMSE EPAiL HAVE C-RIISALET DETAIL #/4"6PEN114"�,i4 W:& BREAK AWAY COLLAR BOLTS 2" ABOVE GROUND. BREAK AWAY COUPLING. WITH OUTLET As required 2:1 or flatter CROSS SECTION YARD DRAIN STORM INLET NOTES: 1, - MANHOLES SHALL BE MADE OF B" BRICK, 6" SOLID CONC.M.H. BRICK 2-M.H. FRAMES & COVERS TO BE CAMPBELL PATTERN 1002 FOR 23 It OPENINGS, PATTERN 1013 FOR 3611 OPENINGS, OR APPROVED EQUAL. M.H. COVERS TO BE MARKED "SEWER",AND HAVE SIX - 3/4"DIA. VENT HOLES. EXTERIOR a INTERIOR OF M.H. SHALL HAVE 1/2" CEMENT PLASTER FINISH, 3- THE EXTERIOR SHALL ALSO BE COVERED WITH AN APPROVED ASPHALT WATERPROOFING. 4 -THE FIRST LENGTH OF PIPE IN & OUT OFALL M.H'S. SHALL BE NO LONGER THAN 6'-6". 54 CONC. BASE SLABS SHALL BE 1:2.4 MIX. 45 - BEND HIdMIN, -1 1 IdMIN. � 7 22 1/2'BEND NOTE, FOR ANY CONDITIONS OTHER THAN SHOWN ABOVE THE FOLLOWING It 1/4*13END i 12 0. D. L 12 REQUIR'7MENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER OR STORM DRAIN SHALL BE A MINIMUM OF 10'FROM THE POINT OF CROSSING AND THE SANITARY SEWER SHALL BE GLASS 100 PRESSURE PIPE 8k THE STORM DRAIN SHALL BE DUCI ILE IRON. CROSSING OF WATER LINE CVER SANITARY SEWER OR DR AN COMPACTED SUITABLE < 71`7 > BACKFILL 12 LAYERS —COMPACT, `D, SUITABLE 3ACKFILL:9 LAYERS 12" O.D./? COMPACTED O.D./2 COMPACTED L SELECT BACKFILL �-12" BACKFILL F7 SANITARYSEWER OR STORM DRAIN (PRESSURE O.D. / 2 2 CRUSHED vc, -O.D. /2 COMPACTED STONE SELECT BACKFILL leT_ WATERLINE I 6" 2 CRUSHED E 6" 2 CRUS HED STONE STONE OR AS DIRECTEI�t _ ROSSING OF WATER LINE UNDER SAN. SEWER OR STORM DRAIN TRENCH BEDDING P.V.G. & D. I. PIPE CLAMP RODS 11 3/4" ROUND RODS EDGE OF TRENCH ► B 250 0 P.S. 1. CO NC. SECTION WATAI A 11 11 A 2'MIN UNDISTURBED0 PSI CONCR TB NOCONC..�HALLBE GROUND 250 ETE � _J i7_1 a r C;36 477 Cr 2�-C;' I HYDRANTS SHALL 9r - STANDARD AS PREGINTLY USED VALVE 3OX----\ Excavate, if necesswas ary for storage A�N C. eFlow Earth Embankment Outlet Protection EMANKMNT SECTION THRU RISER 41 All slopes 2:1 is -6" min. or flatter 001, . Perforated max•"11._% Welded all around Riser SLOPE DRAIN TO BE COMPLETELY ENCASED WITH FILTER FABRIC. 31 011 21-0 It PARKING LOT ROAD WAY A 8" PERFORATED CMP N.Y.S D.O.T. STONE SIZE 95 TYPICAL DETAIL. A SLOPE TOE DRAIN SCALE - 3/8" z I'- C" CAMPBELL FRAME AND GRATE FINISHED PATERNNO. 2415 OR EQUAL GRADE 4 01 2%00 B" CMP (PERF) 3/4'CRUSHED STONE ;5 0 SQUARE IN 6" CONCRETE BLOCK* -1/2" CEMENT PARGINO ON OUTSIDE (BOTTOM 3 COURSES* ONLY) 3 COURSES 3 J-41. 4 CONCRETE BASE VERT4CAtt. MKS ABOVE ThINC COMSE EPAiL HAVE C-RIISALET DETAIL #/4"6PEN114"�,i4 W:& BREAK AWAY COLLAR BOLTS 2" ABOVE GROUND. BREAK AWAY COUPLING. WITH OUTLET As required 2:1 or flatter CROSS SECTION YARD DRAIN STORM INLET NOTES: 1, - MANHOLES SHALL BE MADE OF B" BRICK, 6" SOLID CONC.M.H. BRICK 2-M.H. FRAMES & COVERS TO BE CAMPBELL PATTERN 1002 FOR 23 It OPENINGS, PATTERN 1013 FOR 3611 OPENINGS, OR APPROVED EQUAL. M.H. COVERS TO BE MARKED "SEWER",AND HAVE SIX - 3/4"DIA. VENT HOLES. EXTERIOR a INTERIOR OF M.H. SHALL HAVE 1/2" CEMENT PLASTER FINISH, 3- THE EXTERIOR SHALL ALSO BE COVERED WITH AN APPROVED ASPHALT WATERPROOFING. 4 -THE FIRST LENGTH OF PIPE IN & OUT OFALL M.H'S. SHALL BE NO LONGER THAN 6'-6". 54 CONC. BASE SLABS SHALL BE 1:2.4 MIX. 45 - BEND 11/4w 22 1/2'BEND It 1/4*13END i Ems CLAMP RODS 11 3/4" ROUND RODS EDGE OF TRENCH ► B 250 0 P.S. 1. CO NC. SECTION WATAI A 11 11 A 2'MIN UNDISTURBED0 PSI CONCR TB NOCONC..�HALLBE GROUND 250 ETE � _J i7_1 a r C;36 477 Cr 2�-C;' I HYDRANTS SHALL 9r - STANDARD AS PREGINTLY USED VALVE 3OX----\ Excavate, if necesswas ary for storage A�N C. eFlow Earth Embankment Outlet Protection EMANKMNT SECTION THRU RISER 41 All slopes 2:1 is -6" min. or flatter 001, . Perforated max•"11._% Welded all around Riser SLOPE DRAIN TO BE COMPLETELY ENCASED WITH FILTER FABRIC. 31 011 21-0 It PARKING LOT ROAD WAY A 8" PERFORATED CMP N.Y.S D.O.T. STONE SIZE 95 TYPICAL DETAIL. A SLOPE TOE DRAIN SCALE - 3/8" z I'- C" CAMPBELL FRAME AND GRATE FINISHED PATERNNO. 2415 OR EQUAL GRADE 4 01 2%00 B" CMP (PERF) 3/4'CRUSHED STONE ;5 0 SQUARE IN 6" CONCRETE BLOCK* -1/2" CEMENT PARGINO ON OUTSIDE (BOTTOM 3 COURSES* ONLY) 3 COURSES 3 J-41. 4 CONCRETE BASE VERT4CAtt. MKS ABOVE ThINC COMSE EPAiL HAVE C-RIISALET DETAIL #/4"6PEN114"�,i4 W:& BREAK AWAY COLLAR BOLTS 2" ABOVE GROUND. BREAK AWAY COUPLING. WITH OUTLET As required 2:1 or flatter CROSS SECTION YARD DRAIN STORM INLET NOTES: 1, - MANHOLES SHALL BE MADE OF B" BRICK, 6" SOLID CONC.M.H. BRICK 2-M.H. FRAMES & COVERS TO BE CAMPBELL PATTERN 1002 FOR 23 It OPENINGS, PATTERN 1013 FOR 3611 OPENINGS, OR APPROVED EQUAL. M.H. COVERS TO BE MARKED "SEWER",AND HAVE SIX - 3/4"DIA. VENT HOLES. EXTERIOR a INTERIOR OF M.H. SHALL HAVE 1/2" CEMENT PLASTER FINISH, 3- THE EXTERIOR SHALL ALSO BE COVERED WITH AN APPROVED ASPHALT WATERPROOFING. 4 -THE FIRST LENGTH OF PIPE IN & OUT OFALL M.H'S. SHALL BE NO LONGER THAN 6'-6". 54 CONC. BASE SLABS SHALL BE 1:2.4 MIX. t r ��.. Tz� ,F �" ,.::; .r s" -x y.-�:fi. -�.." s �zs-`a�. ._:�..r,x �., :�. �. ;" ., � q, ..,. .. ._. .. y.:r. .. , ., ..,< ,x.e_, .. :_ d .. .._ss+.."'r" _._.a+..aiai�..�..>#.,,.. s, t�-�.Z.�s,., _. _rc. _„ .,.. :�.. ..>?�..,. ...�"...,... `.5�i`s�g. ...''.:�z��-r`Svb, ^.z�s_..._.rkr:+�.E`�..aim-�&:.,...,...-.�,::%�n'��:3,�r e....r'r .. rm,<��» �_._.�,..,:�....e,.�....-a, r..,„..r�.. ...„._,..........,,�_.._.._ ___ £- r I • 4 ,# I ' , k Oil 11 0001,11101 It i g ff gg . i # t i 6 - � F 4 r} a , f< t , y < - , 1 -» f 4 l _ 1 I #ILL 1 s r , F { .___ s i :K l E -0r I f< {{ 77 3 � sr ter° �1 . I ;Nf �°, �t ` _ tE } 4( j 1 y ' E .___.--'-_; �`~-._.._______'""'°"_._•-.,,.-...�\.__ ,sem""" i � 4 d'✓ t 001 rti.,,_. j i i ..,., 1 i t r- € .c ? , ,. a�"' z .,ser ,.f .,,' ✓ , M m...•� :»r.° '� .! ✓ r� -- .__ .. .._ _.__.<_._._,., NN t ! t y F 1 `- ... - i # gg i S �- I i k , p g� t i _�'iC?at:>*fd:9w;"Y� i I �w 4 € C , < s - •<✓ ... '" c�+s"�") 1�::.. IF) _ j r T-/- c�o .t _,�-.�t,aa �; �,... - .. , , �. a F �,....� J ^" r (�crew° *"*�' . r� •.��i �w• , r 4p � a '. `/y .-�'`.. , °Yi � .,.J L» � � '�t�' ".Y.�'9' «.9 � 40 rw ,_. 41r� c- " i �. � i» . { ., f`, �„� y g ♦ � ``I. ,.. t 9".� � a f p � f .< �.v..,....-^—_- .....w _ . _ - ....._....._._. ",-. �t py f 15 1 lo _y s n µ t ...,.. ww.d W "i 4s':i � + � .iia... h. Ze*. Y'. we _- m.n♦.0 ._.... �ir„.s....» ....a..... ,.,va... _..w --••-. �• •, i>� ,.., ., ,� �,^..e....ro, y �, w✓s �r � � &: w:+# ra i «." "^^ a`._ `m'a i .�< i �- �' ""'�.. �^i-----'— x. r` �� ,_..�- may.. ,} t• x p 4 il 15 V71 Fo 1 .. �ES � '^,*. a-4 S12� 3"7 ,> k Ird WXTS NOTE Tj APPROVAL. GRANTED REGUARDING q DRAINA*QE , UTILITIES, EROSION � _._ �� CONTROL AND GRADING ONLY. —� APPROVED- Y VILLAGE IIIJE�Y �E I •�` if .� ` M"l r4 ROYAL EXEC"'UTI"VE PA RK 11 D SITE UTI f 0 N s"' 'J"O a - .x -0 imp WIN „ RYE eAUOKIN.Y. P ..: ,...VILLA",J ,....<. 4 ,.,. '�- ""Em '1[ } ' , k Oil 11 0001,11101 It i g ff gg . i # t i 6 - � F 4 r} a , f< t , y < - , 1 -» f 4 l _ 1 I #ILL 1 s r , F { .___ s i :K l E -0r I f< {{ 77 3 � sr ter° �1 . I ;Nf �°, �t ` _ tE } 4( j 1 y ' E .___.--'-_; �`~-._.._______'""'°"_._•-.,,.-...�\.__ ,sem""" i � 4 d'✓ t 001 rti.,,_. j i i ..,., 1 i t r- € .c ? , ,. a�"' z .,ser ,.f .,,' ✓ , M m...•� :»r.° '� .! ✓ r� -- .__ .. .._ _.__.<_._._,., NN t ! t y F 1 `- ... - i # gg i S �- I i k , p g� t i _�'iC?at:>*fd:9w;"Y� i I �w 4 € C , < s - •<✓ ... '" c�+s"�") 1�::.. IF) _ j r T-/- c�o .t _,�-.�t,aa �; �,... - .. , , �. a F �,....� J ^" r (�crew° *"*�' . r� •.��i �w• , r 4p � a '. `/y .-�'`.. , °Yi � .,.J L» � � '�t�' ".Y.�'9' «.9 � 40 rw ,_. 41r� c- " i �. � i» . { ., f`, �„� y g ♦ � ``I. ,.. t 9".� � a f p � f .< �.v..,....-^—_- .....w _ . _ - ....._....._._. ",-. �t py f 15 1 lo _y s n µ t ...,.. ww.d W "i 4s':i � + � .iia... h. Ze*. Y'. we _- m.n♦.0 ._.... �ir„.s....» ....a..... ,.,va... _..w --••-. �• •, i>� ,.., ., ,� �,^..e....ro, y �, w✓s �r � � &: w:+# ra i «." "^^ a`._ `m'a i .�< i �- �' ""'�.. �^i-----'— x. r` �� ,_..�- may.. ,} t• x p 4 il 15 V71 Fo 1 .. �ES � '^,*. a-4 S12� 3"7 ,> k Ird WXTS NOTE Tj APPROVAL. GRANTED REGUARDING q DRAINA*QE , UTILITIES, EROSION � _._ �� CONTROL AND GRADING ONLY. —� APPROVED- Y VILLAGE IIIJE�Y �E I •�` if .� ` M"l r4 ROYAL EXEC"'UTI"VE PA RK 11 D SITE UTI f 0 N s"' 'J"O a - .x -0 imp WIN „ RYE eAUOKIN.Y. P ..: ,...VILLA",J ,....<. 4 ,.,. '�- ""Em '1[