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Mayfair Oaks Subdivison1---`lom ED CC7 0 [PRIEP&RE D [FORB p(.rUCU FEs a Q7) o 7Z=SZ) 90 COUR7L&H[M � �c ORL9� G` EM09 FLORDDLa 0280,0 � PHONE: c407> 629-i � I FOR �QOG E:D D EDD F -j0 0 • D REVISION 1 MAY 1994 REVISION 2 AUGUST 1994 REVISION 3 NOVEMBER 1994 REVISION 4 JANUARY 1995 REVISION 5 MARCH 1995 m , r sk A T O c V '�� Im m a [H CF C MT 20 PL o QH 30 X&67mm pL�Q o L Q o o L, o APPR®vEI✓,N� (3R [J=�� D o u v a L(- DAGINE (RI G F ACr NSI E m AY L r� ( f G�G� �ll�'' OC��3 �S cfl o=`BOO Qo p OHM DrF=T&OC,8 ITo au(aHom(m 0 N&HKOH(M(O�(� U-" L�Lf Cfl213 p&WOH(m & [MR&OH&(arE [m[E `1]313=T °1 o WgGa 7 Ism n o Z FEW D o fi THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTIONrU' PLANS AND SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS � AND HIGHWAYS" AS PREPARED BY FLORIDA DEPARTMENT OF TRANSPORTATION. ENGINEER: HUGH W. HARLI S., JR. REG. N0.11629 DWG. FILE: 9245COV PROPOSED INDIAN TRACE DEVELOPMENT CITY OF SANFORD VACANT NOT PLATTED EX. LAND USE: EX. ZONWG: P.G. N 89`57'31" W �-er,Re MIRE FENCE 506.74' 0.6' -x- -x• ar x- •�e- x I y55.17' 50,00' 51.50 1 50.00' 50.00' 50.00' 18.1 GRAPHIC SCALE 0 50 100 150 1 INCH 100 FEET oo ' - --- EXIST. - -- --- _ 1 � `f0 �. � ID 0 3 //�-:^ Q _ ST. MAN-!�1 �CJE FRETENTION POND N66°' 67 68 69 p 01 t- I° O NN p i .� o s- \ P 42 = 58'31'56„ W z II �� w 3 % a �20 -` _jti �_ Z l I R= 89.28' % i N L = 91.21' \ 55.0~8 F I F CL z� �� ,6 14'� �` ?' 6.oa 7 I i al I CB = NO2'3B'23"W 10 tag j2> " Sp, t \ i II K SEE DETAIL, O i ir- 644>w ;�, R ybo --- f I i q 0 1 5.30' f THIS SHEET \ z Z. tn i� ti \ 1 OL r z /-50.04' \ ++ 110.00' M - - m 1 / NO2'47 36"E /-N26'16'55"E / q - � -30' D.E. "r I Q I / / 60.07' co o �o 6 'Z i R = 1A9'37„ TN63'43'05"W MAYFAIR MEADOWS PE -SASE II 00 6 3 0 N i L=30.7 x�sB° 71 R= 71:19' EX. LAND USE: VACANT v� .. N 28+_03__.32 '� L = 68.74' / EX. ZONING: A -I � f o0 o I -�- , = 70'24'56" o CB = N59'37'45"W/ 146.23' R = 37.15' SEN. Co. z o p o q ?Ufa O o 6`�2 o `� 72 0 � i i� a % L 45.66' in 110.00' +- ' 146.23' ' j EX. LAND USE: i1ULTIFA�IILY CB S61'37'16"lN EX. ZONING: MR -I / ti., N � 0 0. 61 _o I o 73 - I �1 �. FH ��,,• VY GROWTH p = 37'15'58„ 99.00' eNo of w�LL N �9'57'31"W i N I 0 s / R = 134.81' - c0 " `n 146.23' I i \ ?, / - L - 87.68' - 29'12'16" _ I1 77{ I � 110.00 =36.2x' $ 4.9s' o \` =� ; � CB = N67'31'49"W R = 175.37' iL=46.05'74 No (_- 'ir:� , / L = 89.39' 154.91' 1n i - r " i ` cel 0 60 0- - I I �` d P ( = 26'11'01 CB = N60'26'36"NJ o hl o'o -•-L-31.36' '0 1 \ 9 T R = 232.80' \\ i 13fl.36 o fL=25.00' 7 5 0 _ - z / r, e 25.00' N ,1 '.u`t' . L 106.39' d - 43'26'40., \� x 180.40' , st % - r 3 IC5 L=s1.9o' ° q CB = N61'57'19"W / R = 157. 1' \ yC�1' 0 ~�_�9 =21.51 6.94' 73.46' 1 I I 1 . % ` f 111�_U L = 119.58' \ r' f y rPC 25+65.487(-� N 1 , - /3 CB = N67'37'16"W \ Q ,25.00' v 0 0 T � I o o Q tl0.00' o N 78= i iAV1GR0• �? Q 22.67' fl Q I 58 I �`�� 77 n �� '�-..--. ' Jl `�. Q Py / / N89 -08'43"W ,'5 -� ( Q �!' SSE ii cn -6 MASONRY // / �L = 44'28`24' I WALL SEE � �->.HEAVY OWTH / J R = 100.00' D = 55'09'18„ z z DETAIL, SHT.' I :Po 0o p sz ou 1 �� ;� / 0 - >d r- °. I 10.00' �� �� / L = 77.62' R = i 24.00' z z 2 >07 C N0. 12) 57 -- 9 79 0 � y. , 4`'�% CB = N66'S3'40"W L = 119.37' ¢o o - 1 _� - - �\��r•?r HEAVY `GROWiT►� CB = N72'22'41"W N N f' 85.00' 102.35' LU !I ,z PROP. _ RETENTION%OPEN PACE \ h�� PB S SIDEWALK �. -- - -- ( 56 �9?0.83 (TYP) {/ c� . 80 ` TRACT "A"'�� �� `3? O II ! -'• 1 `"s/ `'^ 1 s _-.•j� A % / 66.02' OPEN SPACE In 110.00' ' ��,20.00' 80T. �., Lr� /S80'18' „W ff t! 125.00' 0 82 e _ / 49.82 t\ a J` TRACT B o 55 0 1 84 6 0 II 81 Z �_ ___ - - �- _ -' � ®� �� �� �0�9,�,. q� Q�� I `` _ - __ - M �,. �` ri I I ,10.00' I r - - - -- -- ,� �'� oti 1 l�. co 1 p0' co P12 -0P. 5" 1, \✓'``�p\\`''o°06vv`�� ,^. I` I�yI1 T0 �00 50,00' 5a 9300 50.0 50.00' 55.00 50' $°- 94 � SE 0 6O' MASO-NR-Y- SDEWALK 85 i 2 �a, WALL I Z5 127.46' 01 0 °' 10' LANDSCAPE -9 6 o oKAYWO0D 8 1 ' L 90 91 O 99VBFFER 72.46SS.00' �LI TY DRIVE 24=i 27 6 89 'T23L=20.34EM ao Nc ST. RIVE OC 30' D.E62.7,, 14A.13' L 8.52' 4j21 'N 75.00'oo'`h150.622+ 12.09 50.00 50.00 5, 50.00 ' so.o4' hNS 50.00roo 20 "oS 89'57'31" E � o oa�_ --- = 4 / N 4 % 125.00' v 47.46' 41.86' ° p° - --- 2�' I -_- As. ur HEAVY GROWTH TP -ACT A� C 5 Q w - a 50.00' 20°J -( o 00 40.00' 50.009� 19 CD ? pa 7A 009 7 P 47.96' 41.36 5g I = u 0 28 107• 106 105= 104= 103. 102 101 100: 99 , i ��5 J O) °° 9H 48 i o 53 0 54 I x3.23 LLJ ORB 40. PG 2 6 4.48\ O 76 o o rn \ 2,0 0 �0 r- W 3 4, SW 1/ SE 1/ 4 W 1/4 SE 33-19- 0 3A3' z 1 9 O 0 co ro I - -- __ f OL 0 51 52 ss.00' 50.00' -- 1 % �. 0 J �� ^I - _ �,za.2z S 89'57 31" E DEED OVERLAP---' 495.00' 8A 5O 6B 49 111 ( l 1 .0 72.96' 55 39.8' 0 9'g ' 120.2 J( -- - I6os.50' i50.00' So.00C '3298 3 � 3 0� II I -N�Q\5 --.6 -6-__ _-- I rydy t1I �-6-A4q o PT + N L=20.92' O 16 o 8 122.10' 14I pa CL N Cooo iN x4352 p o. 560' 3o qA 55 IV a," i TL- 7.zo ,8.67' gNOT PLATTED . L 40.50' 50.00' 50.15 ?sL=20.9'5oa s S 50-00 :so"�T 2 EOPEN SPACE � qB 5A -» , 32 o TRACT CQ) o m 44.a' .o' oo'24.e7'o --- -- -- � 10A 4E3 I�PN 33 51 --OPEN SPACE4 O N o 50.42' 5 39 TRACT :Pi1 10-B- �V --4-A1 - 123 8 1370 '36�: m 125.00' It 45 69.82' 50.00' 00 50.00' I 50.00' 0 0, 46 0 Q a 12 0 N89'56',8" „9.82' o 0 0 I IA 36 i o N 0 0 1 44- F N 0 2 SEi INOLE CO. 125.26' .PT - 16+81.70 0 0 o q co 01 IA j i �� =I �� �'n ,17., � 041 • 0 0430 0 �, ,� � W 3/4, SW I/4, ----- Fo � 0 4 � �; N. ,x, , S E I' 4 S W 14 1 I B`-_ 3 `� I I a 11 OPEN S wCE d �, + / �1 OPEN S LACE 8 r m� a o SEC 33--19-30 0 " " 9s.si' 4�� 'tie �+ 9 1 z ORB 340, PG 2.46 TRACT � e 33. � 44.82' 5-0.00' 5D.fl0' 50.00' 27,09' / . ha . z L ' 2 A I 26 A• °° `"--- '� `1x 4s0_R'" 15' U.E.. � I a 0 3 QUAIL RID 1 e ,5 00- oo - is oo I VACANT ui O COURT i �%^ '--- - - _ ---- - I EX. LAND USE: o C[ ( I �nb. ��a - - - _. EX. ZONING: A -I 126 2A Lit, I 50.00' 350.00' 14 .29' 58.00' r ` U 3 i { 0__ M ~SEE ONRY LLQ DETAIL, HT. N STORM MANHOLE TRACT A --LIFT STATION _SS- I l0' �0 .r o.0 'n .-- -OPEN SPACE C� �I UFT STATION 0 Hoo (, 2) Q J g N --- 5 4� N I 1 iCO 6 3 A W TRACT „F„ 13 IB I 58 ---- EXISTING CONTOURS 9 0 0 Q 6' courses: Run North 00'06'20" West parallel with the East line of the Southwest i/4 of the Southeast 1/4 of Section 33 V( RECLAIM WATER SERVICE • •• 5q 10 SOIL TYPE 25A �) W �1 O 1 q / thence North 89'57.31" West parallel and 1650.00 northerly of the South line of the Southwest 1/4 of aforesaid Section o i o 0 1 (TEMPORARY PARKING & ENTRANCE -� 33 for 1372.36 feet to the POINT OF BEGINNING; thence continue North 89'57.31" West for 506,74 feet; thence Southr 0 61 I �c�• y g• 10' LA OSCAPE UFFER 00'08'18" East for 330.00 feet; thence North 89.57.31' West for 99.00 feet; thence South 00'08'18" East for Z Ld 6 N o o FOR MODEL CENTER) 3R IA I 1295.00 feet to the northerly riht-of-way line (lying 25.00 feet northerly of when measured at right angles to the % CL :E4 �i �42.z&' & UT1L .Y ESk5. 63 South line of the Southwest 1 of said Section 33) of Paolo Road (State Road No. 46A); thence departing aforesaid U 45.6s'.. 5i z - z 0 64 O F Do' s0. . ti t� - 65Q 5f3 %' 6fl 889'87'31„E PROPOSED R/W LINE 634.92' R�3�3c� 66 S 00 11 16 E 216.63' I S -89'x'-34-" E - --668 90' --- 00'08'18" West for 635.00 feet; thence South 89'57.31" East for 495.00 feet; thence North 00'08'18" West for --- - 1 STOR" c.e. euc. D = 44'18'23" R = 105.19' L = 81.34' CB = N77'43'02"W ,-- 29.46' N 55'46' 43"W -- z = 10'18' 40" R = 253.64' L = 45.65' CB = N60.39'17"W --N23'41'25"E 5.05' 63:17', -N00'04'41"W 0.32' 4 NOT PLATTED. CURB INLETS 0__ MITERED END SECTION ice-• STORM MANHOLE TRACT A --LIFT STATION _SS- SANITARY SEWER MAIN --� - TRACT "H" Vi SANITARY SEWER SERVICE - UFT STATION 0 SANITARY SEWER MANHOLE -FM-- 57 --- 89'59'05" West along the South line of the Southeast 1/4 of Section 33 for 560.00 feet; thence along the easterly, --- N ®-- - BLOWOFF VALVE W POTABLE WATER MAIN northerly and westerly boundary of lands described in aforesaid Official Record Book 1148, Page 1978 the following 58 ---- EXISTING CONTOURS Q -- courses: Run North 00'06'20" West parallel with the East line of the Southwest i/4 of the Southeast 1/4 of Section 33 V( RECLAIM WATER SERVICE • •• 5q 10 SOIL TYPE for 1650.00 feet; thence South 8959'05' West for 758.99 feet to the East tine of the Southwest 1/4 of Section 33; W W w thence North 89'57.31" West parallel and 1650.00 northerly of the South line of the Southwest 1/4 of aforesaid Section o o ` 33 for 1372.36 feet to the POINT OF BEGINNING; thence continue North 89'57.31" West for 506,74 feet; thence Southr 0 61 I rn N m - 00'08'18" East for 330.00 feet; thence North 89.57.31' West for 99.00 feet; thence South 00'08'18" East for F Ld Q 62 to 1295.00 feet to the northerly riht-of-way line (lying 25.00 feet northerly of when measured at right angles to the % CL :E4 '5 63 South line of the Southwest 1 of said Section 33) of Paolo Road (State Road No. 46A); thence departing aforesaid U 5i 5i O 0 64 O F northerly right-of-woy line for 660.00 feet to the easterly boundary of aforesaid lands described In Official Record ti t� z 65Q p %' Book 1148, Page 1978; thence along the southerly and easterly boundary of said lands the following courses: Run North Q 66 M 'j I W 00'08'18" West for 635.00 feet; thence South 89'57.31" East for 495.00 feet; thence North 00'08'18" West for Q 67 a Q s O 68 it J Q 6q Plot Book 29, Page 32 of the Public Records of Seminole County, Florida; thence along sold westerly boundary the \1 u7 r It O 70 following two (2) courses: Run North 00'04'41" West for 0.32 feet; thence North 23'41'25" East for 5.05 feet to the 71 W z PAOLA ROAD ------- - C.R. 46A •-- CITY OF LAKE MARY - -+► MEADOW BL, VD WINTERGLEN rF I NEWPORT SQUARE LEGAL DESCRIPTION: That portion of Section 33, Township 19 South, Range 30 East, Seminole County, Florida and being a portion of lands CURB INLETS 0__ MITERED END SECTION ice-• STORM MANHOLE ® described In Official Record Book 1148, Page 1978 of the Public Records of Seminole County. Florida, described as follows: _SS- SANITARY SEWER MAIN --� - SANITARY SEWER MANHOLE Vi SANITARY SEWER SERVICE Commence at the Southeast corner of the Southwest 1/4 of the Southeast 1/4 of aforesaid Section 33; thence North UFT STATION 0 SANITARY SEWER MANHOLE -FM-- FORCE MAIN --- 89'59'05" West along the South line of the Southeast 1/4 of Section 33 for 560.00 feet; thence along the easterly, --- REDUCER ®-- - BLOWOFF VALVE W POTABLE WATER MAIN northerly and westerly boundary of lands described in aforesaid Official Record Book 1148, Page 1978 the following POTABLE WATER MAIN ---- EXISTING CONTOURS PROPOSED CONTOURS -RC- courses: Run North 00'06'20" West parallel with the East line of the Southwest i/4 of the Southeast 1/4 of Section 33 V( RECLAIM WATER SERVICE • •• LIMITS OF SOIL 10 SOIL TYPE for 1650.00 feet; thence South 8959'05' West for 758.99 feet to the East tine of the Southwest 1/4 of Section 33; W W w thence North 89'57.31" West parallel and 1650.00 northerly of the South line of the Southwest 1/4 of aforesaid Section o 33 for 1372.36 feet to the POINT OF BEGINNING; thence continue North 89'57.31" West for 506,74 feet; thence Southr W Cn rn N 00'08'18" East for 330.00 feet; thence North 89.57.31' West for 99.00 feet; thence South 00'08'18" East for F Ld z Ld to 1295.00 feet to the northerly riht-of-way line (lying 25.00 feet northerly of when measured at right angles to the % fl :E4 '5 z South line of the Southwest 1 of said Section 33) of Paolo Road (State Road No. 46A); thence departing aforesaid U 5i 5i O westerly boundary of land described In Official Record Book 1148, Page 1978, run South 89`57'31" East along said L O F northerly right-of-woy line for 660.00 feet to the easterly boundary of aforesaid lands described In Official Record ti t� z U p %' Book 1148, Page 1978; thence along the southerly and easterly boundary of said lands the following courses: Run North Cj M 'j I W 00'08'18" West for 635.00 feet; thence South 89'57.31" East for 495.00 feet; thence North 00'08'18" West for 165.00 feet; thence departing aforesaid southerly boundary run South 8957'31" East along sold southerly boundary and a Q the easterly prolongation thereof for 464.77 feet to the westerly boundary of PLAT OF MAYFAIR MEADOWS as recorded in it J Plot Book 29, Page 32 of the Public Records of Seminole County, Florida; thence along sold westerly boundary the \1 u7 C] It O following two (2) courses: Run North 00'04'41" West for 0.32 feet; thence North 23'41'25" East for 5.05 feet to the W z CL southerly boundary of PLAT OF MAYFAIR MEADOWS PHASE 11 as recorded In Plot Book 32, Page 55 of the Public Records ol z '00) w Seminole County, Florida; thence run along the southerly and westeriy boundary of said Plot the following courses: Run w z Q = w northerly along the arc of a circular curve concave northeasterly, having a radius of 253.64 feet, a chord bearing of to �.I O North 60'39'17" West and a central ongie of 10'18.40" for 45.65 feet; thence North 55'46'43' West for 29.46 feet < to an intersection with a circular curve concave southerly, thence westerly along the arc of said curve having a radius�j w W of 105.19 feet, a chord bearing of North 77'43.02" West and a central angle of 44'18.23" for 81.34 feet; thence Cl. CL a Ld [L L South 80'18.24" West for 66.02 feet to an intersection with a circular curve concave northerly, thence westerly along p the arc of sold curve having a radius of 124.00 feet, a chord bearing of North 7222.41" and a central angle of Cs Q I,� w 4 55'09'18" West for 119.37 feet to a Point of Intersection with a circular curve concave southwesterly; thence_� 1 ; - _ ( j northwesterly along the arc of said curve having a radius of 100.00 feet, a chord bearing of North 66'53'40" West and 7 > > a central angle of 44'28.24" for 77.62 feet; thence North 89'08'43" West for 22.67 feet to an Intersection with a L UJ CC LLJ L circular curve concave northeasterly; thence northwesterly along the arc of sold curve having a radius of 157.71 feet, a chord bearing of North 67'37.16 West and a central angle of 43'26'40" for 119.58 feet to an Intersection with a circular curve concave southwesterly, thence northwesterly along the arc of said curve having a radius of 175.37 feet, a Ln chord bearing of North 60'26'36" West and a central angle of 29"12'16" for 89.39 feet to an intersection with a circular curve concave northeasterly, thence northwesterly along the arc of said curve having a radius of 232.80 feet, aF- w chord bearing of North 61'57'19" West and a central angle of 26'11.01" for 106.39 feet to a intersection with a circular curve concave southwesterly, thence northwesterly along the arc of sold curve having a radius of 134.81 feet, a chord bearing of North 67'31'49" West and a central angle of 37'15.58" for 87.68 feet to an intersection with a 00 circular curve concave southeosterly; thence southwesterly along the arc of sold curve having a radius of 37.15 feet, a chord bearing of South 61'37'16" West and a central angle of 70'24'56" for 45.66 feet; thence North 63'43'05' West for 60.07 feet; thence North 26'16'55" East for 5.30 feet to a intersection with a circular curve concave westerly, Q thence northerly along the arc of sold curve having a radius of 89.28 feet, a chord bearing of North 02'38.23" West z and a central angle of 58'31'56" for 91.21 feet; thence North 31'59'49" West for 192.34 feet to an intersection with a circular curve concave southwesterly, thence northwesteriy along the arc of said curve having a radius of 71.19 feet, o chord bearing of North 59'37'45" West and a central angle of 55'19'37" for 68.74 feet; thence North 02'47'36" East for 50.04 feet; thence departing aforesaid westerly boundary of PLAT OF MAYFAIR MEADOWS PHASE It: Run North 00'41'42" West for 196.08 feet to the POINT OF BEGINNING. Containing 29.35 acres, more or less. z PROP. 5' SIDEWALK-�, II ` ADDN. 20' R/W -4--- il 6' MASONRY WALL 10' LANDSCAPE -lir•- CURB INLETS 0__ MITERED END SECTION ice-• STORM MANHOLE ® STORM SEWER STRUCTURE _SS- SANITARY SEWER MAIN --� - SANITARY SEWER MANHOLE Vi SANITARY SEWER SERVICE [] UFT STATION 0 SANITARY SEWER MANHOLE -FM-- FORCE MAIN --- GATE VALVE --- REDUCER ®-- - BLOWOFF VALVE W POTABLE WATER MAIN •- i POTABLE WATER MAIN ---- EXISTING CONTOURS PROPOSED CONTOURS -RC- RECLAIM WATER MAIN ----- RECLAIM WATER SERVICE • •• LIMITS OF SOIL 10 SOIL TYPE 62 \\ 5' LANDSCAPE BUFFER 6i o I(o I Ln 47.23' 0 110.00' L=36.24' I � - 60 / 30' DRAINAGE a' EASEMENT / 130.36' 59- DETAIL SCALE: 1"=50' NOTE: USE PLAT FOR CONSTRUCTION STAKEOUT. r4 PQ 0 W}r wc00 E- Z to z3 �Dz 0o zm to Z U .-. 0 U a. I co o C�z L5 z II --1 H 0 �0 J Z m � � a Vi co 0 Id 4C `t G7 4C Uj Co114C Q < LL W 4 00 :I:fa a Lj M low Q V 2 r4 PQ 0 W}r wc00 E- Z to z3 �Dz 0o zm to Z U .-. 0 U a. I co o C�z L5 z II --1 H 0 �0 `t G7 Gj c Q < a Lj M m Q 2 j W W w v o rn N to O 8 ti t� p z N �$ r it Q LJ W z � 3 w z Q = w to u) 70' R.O.W. 24' ,1 1/2� TYPE S-3 _ A. 12" LIMEROCK BASE 10' - - 5' 1 1 �4- /,FT 6" FLUSH CURB 50' R.O.W. 4" THICK CONC. \� i 3 4" " SIDEWALK Q \ �C-� _ /FT f ; /¢" /FT. 1l4" /FT. J 1 4 98% MAX DENSITY \ \ 4" THICK CONC. SIDEWALK 6" AT DRIVEWAYS BY HOMEBUILDERS. \\V1 _TYPE S_3 A,C.S.C._ (BOTH SIDES) 10"_STABIL�ED SUBGRADE MAIMI CURB i 75 p.s.i. FLORIDA BEARING VALVE &GUTTER t 12 LIMEROCK 6ASE 98% MAX. DENSITY (A.A.S.H.O. T-180) GRAPHIC SCALE 989 MAX. DENSITY 0 N AVENUE SECTION 50 100 150 \ 10" .s. i. LIZED A BEAF _ NOTES: OREGON ��� 75 p.s.i. FLORIDA BEARING VALUE SITE CONTRACTOR TO INS' -ALL ALL SIDEWALKS 98% MAX. DENSITY (A.A.S.H.O. T-180) ADJACENT TO TRACTS AND COMMON AREA _ ___------_.---_.__-------------____-_ - 1 INCH � 100 FEET N.T.S. TYPICAL ROADWAY SECTION P 2 0 P 0 S E D INDIAN _-..___--- ----- __----------------------- _-__----__;-__ ___ -_ - _ _ _ .__ -- TP.ACE DEVELOPMENT CITY OF SANF02D c-- SILT FENCE N • T. S. ' ' VACANT NOT PLATTED 100 YR. FLOOD I I , EX. LAND USE: ELEV. 42.80 •,' EX. 70NING: P,,D. N 89'5-•`31"W BEo WIRE FENCE 506.74' - - r -------------------- -- -- o 45 -'- -- - I J ---- 6 7 - -68-- L' �' o_ <_ ?- - N/I A N -- Iv1 A CD E FRE T E fti TION ` POND 6 5 - _ _ ci A $ 58'31'56" (' - ••aj, t 5. I Pb 423_ jS - ?n • I 1 % R =X89.28' % \ BYPASS D2AINAGE I j i �.- I I - CB = NO2'38'23°W / SYSTEM F02 z , ;0'"°7 64 o' 50.04' 5.30' !, WEST OFFSITE m' 'o •� _ I ti - - - '• I z NO2'47'36" N26'16 55Y�E \ i ~`*_ _ 1 /._ _ I '!U ! ;%= 55'19%37" 607 ; I •••Z f \aeX c�;1. N63' 3'o5"w �1AYFA12 MEADOWS PHASE II EX. AND USE: VACA t , r co - ».. j,.- _ 2t+D3.32 '00 I ` , SIF- L = 68.74' EX. ZONING: A -I 40 `44' I ,' i° - j A _ ,56" C@ N59'37'45"W SEM. Co. , ; It, \ -Z d 62 72 F D % / ���; .15' � l ''"v• ; x'4 0 1 l� ;� / / L = 45.66' / \1 j 'ya I'� �' v� CB = S61'37'16"W EX, LAND USE: MULTIrAMILY i; , 1 �� % FH ; , EX. ZONING: MR -1 / I P0 61 i 3 -- F ,• - ��, H VY {;f�OWTH i _ 37'15 58" END onr4' 7 N 7 „ o a, S ` ® r dao •� _1 L _ = 29'12'1 SEE DETAIL, a _ ._ _ - - - - - - ; <•. % , / �' i . �' - 87.8 , - i , / / 6 �� R - 175.37 i THIS SHT. r" II s _ , �s 74 `r�� 7� / CB = _NQ7-31'49"W , ---- - - _ ' j. `-r� • .••• . •�[• •• /,' . ...-� • \ > - • /I �/ �/!� _ ,• % CB = 86039' '1 6"W ?A HiQ of '; /, ; / \ �.� r L� - 26'11 ;01 ti /J I - � T I R - 232.80.' i �. - _ ' G = 4 6'40„ ?sx 40.•'• vim. / F_ - L - 106.39' 40 _ 3 �� �` / '•� i" _4 = CB-N61'57'19"W R - 15 - S7 ' I' 5 9 + 11 25+6s.4s�i 1' . , ' V / I L 11 3 76 ' - / 3 / CB = N67'� W T I o Q * 58 _ _ I - i �� `F I :1':;�VA GR� �l� r r r- 22.67' «5 45. I / 7,7 N 9 08 43 W � , I Ds ., ►� , ;-'� _ � .K `4L�Q f ''; �- CONNECTION TO EXIST. CS6/ %', �1qs 8 8" WATER MAIN cn / -6 MASONRY ' ' --- / t G = 44'28'24 - I U AT L i (SEE o - - -- $2 0 50 -� ,\� // j INLET I�f 7. � EAC/1` 1H R - 100.00' ^ _ q, ti r 55'0, 18" o z 2 I D, AI`, SHT. _ _ I L 77.62 R 124.00' p '12)57& _ 119. a. 12) 57 I `- -- -- --_- _- `` sa �' j 7� CB = N66'S3'40"w j = 3�' q 3 M c ! I-�` HEAVY G'2 Wi?�./% /P CB - N 7 2'22'41 "W XX Pf20p;' RETENT!'dN .6N/OPEN SPACE- a o -SIDEWALK = 44'18'23' -- �� _ I 56 I l I 83 (TYP) 1 p w a TURN -OUT - oo Y -- :r / `�� j� R = 10 5.1 9' i a 0 A TO 8E �'... OPEN SPAS CT A -L F' `� / 66.02' r I s , i » » 84 82 1 - , -- -,BOT. 28.s _ _ - / ;t {=�. s,. S 18 : = 77'43'02"W , REM©vEo TRACT B,w,r % ��„W CB N 1 " I 55 �' T '\ + `\.,\ / a� ,/ ' 29.46' 4 - NC. VAL. f.'• -- ----r- --4,s' -- --- -�j- ----r- - ,9�F ��� '�~ _ �\ .:�\ .,f PROP 5 m QI `� UTTER �- "' ! a - _ \ 3 j 'C,, ; L� = 10'18'40„ M�. 2' 85 / i PHASE �- - " 4y 6' MASONRY- ! - S1I)r- A I r � I � � wA�� ,. i`� f .� - � /, R = 253.64' °r Y9' LANDSC� E� y, L 45.65' Flo KAYW4D- 6 b r r. 26 27 -'- 89 90 91 9 BUFFER @ r_, _ r I �' 24 Z5.:- 9 f \ CB N60'39'17 "W DRI � __ `� -- _ _ 88 8J 8 Ot 4 - 3. 2SMT ceTa�icc. - 8 .c 1 _ L 11, - FH •� 1 - _ - 1$ - - s - -N23'41'25" 5.05. 21 21' - - N -- EX FIA - , '! 20 I I'° - - -- - - -_-_ - _= 1 - - - so '1 S +9,9' '31' 464.77's3. �- NO W 0.32' �Za , I I' a 44 - rKop_ - oo I oo�_ } J, o ' I �i i„t 0 04 r N I III 1 ` • - _,,- i _ - _ - o I ; _ -` , S2 r- I ',' f , I ! u % o �,- - - - - - - --- _ - -tri HEAVY GROWTH TQAC-T A CONNECT 8" SAN. °r x L_5 ., f iko 00 -- - - / F. ti p -i --- EXIST. SAN. M W uh K wv. iLta km _- _ _ 1 a- O Z ._.�- ` Iw. WV. u.0 19 S10----- , t? + , - 00 Qf-Q - I I c� ', I �' - -. --3T_ ' j , „ s„ {e _ _ ` ' I o - 28 107, t&' 105 1 Q4 1 Q '.1 •10�'• •100 99 98 97 -� NOT PLATTED �� `r o TRACT - z 45 _ -_ 5, 4 ;i I I .... .. .... •r► n►E• oRev •rte •2 �' o w �I- 48 �3 ~ I S144, 2 53 5 ----- I N LINE '�J 3 SWh/4 Y4, W tjd SE 33-19- Z - --- N - W ,L Pt20P 5' i I '--LIFT S TA T1lvHfJ Kt S�EwtK { CL <- 1 S 89'51 31' 50 - -c - �' 17` o� 'a I I l li T u -- - 4 o w 68 N TRACT 1 - II . 4q I f L� Q R 4. \ , Pi s.e� �' 30 r.. 8B 6A _ .. ,� � ', 16 i ;' i;, 'l l'' .� ,' 8 J 7'y. I ' ,I - 'H':- • •' ,� 15 / 31 - 5o qA I 5B - <s 50 1 �" Ifo s , , - - - - - NOT PLATTED LN A 1, { W ",\I t . ., �; ---- - - 0- WO Ilz Ji ► �_--=3 0 �- ,� OPEN SPACE (� QB 5A - o OL `� I , 48 { -� - - - ' _ 0 TRACT "C" ° ' r 3 2 0 � v> /� I `-' ✓ cn ' F.H. q .M Q) j ,' "z �I ,a T �►: ,.0 10A 4B Q 0 6,. , J I 33 _• E Q o 1; - --- �� � . I 1 . __ -f i, -- - };37 �3r 35 134_ SPACE i CL w 39 `3 � OPEN Q ' j� >f. TRACT D 1013 4A II ! D7 DS 45r Q) I� 12 - ; ' o 1 {A 3B -� - \ �`_ s� 40 44 46 5 Q SEMINOLE CO. 1 a I, I PT ,6±6i.7o i 3 A`,; -1 �44 43 1`° W 3/4, SW 1/4, ' 4' 41 (- �. �KI ,' I ?- I I o spc I SE 1/4, SW I 4 ,s, IIB ( 3A o[ OPEN SOACE4 - - - --- / 5 a+; - -� \ o SEC 33- iq-30------- TRACT » " ' �,� �x�_-� �5 z 02B 340, PG 246 ? 12A 2B r 3 QUAIL RID ! (' l FN , °° , o� \ 4 VACANT bl COURT 2 ` - G r 55 EX. LAND USE: o[ 1. •� • --- - - _ EX. ZONING: A-1 12B 2A o HE - LINE .. ..'31 . ,' = t�:`�\ 5 tAtt_--. - - - �- - _, • 1 J � Q . 7_ tI-r. , 4 c 3� = SPACE uu 13A B 4 a OPEN - - - 1 -.'6,-s . I �; :' TRACT F RR 5 10 ► _- -I--�� --- oI --- ,, 25A 5 _ - - fc �-tvtssc BL'FFE i 1' �'' 6,_ fi& L4TY T -- �'131 IA _65 64 -, - - - - - - -- -- --- -- - -- -_ __-- `/W LINE I - EG R j T � e• weac _ ' - wG` e - . - -- --Re- - - _ - -.Rc=IN" -� _ '=`- 5 '� 1='E ---6689''- , T`-~�t���._-==$mss ===cam = --✓��- �_ .�9--5.8- 5�--iF3_-55-_-- ... - --- -- -- --- '--=-- - - - - - - - - - �>.. PAOLA ROAD ------- -- C.R. 46A - -----CITY OF LAKE MARY - --- - 57 58 1 60 61 62 63 64 65 66 67 64 6q /0 71 tor,CSR .41.64 WEIR t` I MEADO W BZ, VD WINTERGLEN I DRIVE EXIST. DIRT ROAD TO BE PAVED TO END OF PROPERT` i NEWPORT SQUARE MATO, PAVEMENT SOILS LEGEND: 10 BASSINGER, SAMSULA, AND HONTOON SOILS, DEPRESSIONAL (j D1 BASSINGER AND SMYRNA FINE SANDS, DEPRESSIONAL (2o MYAKKA AND EAU GALLIE FINE SANDS, DEPRESSIONAL C3D TAVARES-MILLHOPPER FINE SANDS, 0 TO 5 PERCENT SLOPES C3� TAVARES-MILLHOPPER FINE SANDS, 5 TO 8 PERCENT SLOPES TESTING: ` HYDROSTATIC TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13, AWWA STANDARD C600 FOR DUCTILE IRON PIPE, M23 FOR PVC PIPE, AND ALL LOCAL CODES. F�- w LEGEND -tri- CURB INLETS M11---- MITERED END SECTION - 0 STORM MANHOLE (39D STORM SEWER STRUCTURE -SS-- SANITARY SEWER MAIN -,F-- SANITARY SEWER MANHOLE W O SANITARY SEWER SERVICE '� LIFT STATION 0 SANITARY SEWER MANHOLE -FM- FORCE MAIN +'• GATE VALVE - 4 - REDUCER --- BLOWOFF VALVE m O POTABLE WATER MAIN 0 POTABLE WATER MAIN F.H. FIRE HYDRANT - - EXISTING CONTOURS oat PROPOSED CONTOURS -RC-- RECLAIM WATER MAIN --- RECLAIM WATER SERVICE • •• LIMITS OF SOIL . (:l D SOIL TYPE TESTING: ` HYDROSTATIC TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13, AWWA STANDARD C600 FOR DUCTILE IRON PIPE, M23 FOR PVC PIPE, AND ALL LOCAL CODES. F�- w V) Z V) Z � Z © m U. Z co 1- W O H W O W O IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AWWA STANDARD C651 Q E- v' 0 W CU g v CU v U m` z < m O x � 0 tr 6 tr c Q m (n oat d Q -5 Q W Q CJ 7 V3 N (!) m to z Q W 0- w 11 w a- w W w d w d. z W U. O ?. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF SANFORD rn STANDARDS AND SPECIFICA11ONS. V) CK 2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE - _ - THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR ul z Ll' F- I +- I W f w W 0_ 0 I\ ++Fw Ln 't I r7 N r- o Z et 0cc Q DISINFECTING: W \ FOLLOWING THE PRESSURE TESTING, THE CONTRACTOR SHALL DISINFECT ALL © m U. Z co SECTIONS OF THE WATER DISTRIBUTION SYSTEM . DISINFECTION SHALL BE �A •% ff H IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF AWWA STANDARD C651 Ha E- E- v' 2 ►2 W \ "DISINFECTING WATER MAINS", AND ALL APPROPRIATE AGENCY APPROVAL. U) m m` 0 z__, o z u. uu m (n Q d Q Q N Q ,n N r}- r- a � � GENERAL NOTES: a O c� z U. O ?. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF SANFORD rn STANDARDS AND SPECIFICA11ONS. V) 2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE - _ - THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR a a" D,OQ(1A1 nI,00 TO THE COMMENCEMENT OF CONSTRUCTION. 3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO VERIFY ALL EXISTING TIE-IN LOCATIONS AND ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND THE FIELD CONDITIONS. 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS FOR FIELD LOCATIONS AND ANY RELOCATIONS OF THE VARIOUS EXISTING UTILITIES WITH THE UTILITY OWNERS. ANY DELAY OR INCONVENIENCE CAUSED THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 5. ALL SITE WORK AND BUILDING CONTRACTORS AND SUB -CONTRACTORS WORKING ON THIS PROJECT MUST CARRY PART & COMPLETE WORK LIABILITY INSURANCE AND GENERAL LIABILITY INSURANCE WITH A MINIMUM OF $500,000.00. 6. ALL WATER MAINS SHALL HAVE A MIN. OF 36" COVER. WHERE POTABLE WATER & SANITARY SEWER MAINS HAVE LESS THAN 18" VERTICAL OR 10' HORIZONTAL SEPARATION, THE SANITARY SEWER MAIN SHALL BE DUCTILE IRON OR CONCRETE ENCASED PVC FOR THE LENGTH OF INSUFFICIENT SEPARATION PLUS 10' EACH SIDE. 7. WATER & SEWER SERVICE SHALL BE PROVIDED BY CITY OF SANFORD. 8. REFLECTIVE BLUE MARKERS SHALL BE PLACED IN THE CENTER OF THE NEAREST TRAVELED LANE TO MARK FIRE HYDRANT LOCATIONS. 9. ALL PVC WATER MAINS SHALL MEET THE SPECIFICATIONS OF A.S.T.M. D-2241, DR 18 AWWA C-900. THE DUCTILE IRON PIPE WATER MAIN SHALL CONFORM TO ANSI A21.51, AWWA C151 AND SHALL BE CLASS 50, CEMENT LINED IN ACCORDANCE WITH ANSI A21.4 AND AWWA C104. 10. SIDEWALKS SHALL HAVE NO STEEPER THAN A 12:1 SLOPED RAMP AT STREET JUNCTION. 11. FIVE FOOT WIDE CONCRETE SIDEWALKS ADJACENT TO ALL LOTS TO BE INSTALLED BY HOME BUILDER. SITE CONTRACTOR SHALL PROVIDE ALL SIDEWALKS ADJACENT TO TRACTS AND WHERE NO LOTS ARE ADJACENT TO THE RIGHT-OF-WAY, INCLUDING TO THE END OF THE PROPERTY ALONG OREGON AVENUE. 12. RETENTION/OPEN SPACE AREAS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. SPILLWAY & CONSTRUCT 13. ANY AMENITIES TO BE PROVIDED WITHIN THE VARIOUS OPEN SPACE TYPE 'J -7T' MANHOLE TRACTS SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS INV. OUT = 42.00 ASSOCIATION. RtM EL,,=7 45.00 14. INSTALLATION OF STREET LIGHTS SHALL BE THE RESPONSIBILITY OF DETAIL_ THE DEVELOPER. SCALE: 1"=60' 15. ALL UTILITIES SHALL BE INSTALLED TO CITY STANDARDS. 16. ALL TRAFFIC CONTROL SIGNAGE SHALL BE HI -DENSITY RETRO REFLECTIVE GRADE. W �0, E- r4 co C.7�A4 co W� �A c� 0 ff H 0o Ha E- E- v' 2 ►2 W FD pQcD J J i o c C,- c� o c� 0 ff H Q Q m m` z__, o z m (n Q d Q N Q ,n N r}- r- c� z O d .z rn V) cr w a z Ll' F- I +- I W f w W 0_ 0 VACANT - 90Q YR. FLOOD EX. LAND USE: ELEV. 42.80 p"., •� ,: a. EX. 6 5 Q+tING.•;.fJ. s WE FEN 0.s' q,. ,A A a._ _._ , �.- � a - _ 45 E�XI`-� �.�E RETE -\1 TION FON A 66 67 68 - t� F. 46.6 F ` F.F. 46.1 _ E 4 0 B I I F.F. 46.1 '6 4 m� x •y, LL. F.F. 45.7 I a 1 C7 t i t } s Q/ 1 Q,�'��'__ 71 f z-`} MAYFAIR MEADOWS PHASE it EX. LAND USE: VACA`{'; ? -F-,F-.-4&5. 3. F.F. 45.7 EX. ZONING: A-1 40�,4'' ,+a 4 A SEM. CO. ; ir00 ! ' ' a F.F. 45.7 F.F. 45.9_ EX. LAND USE: MULTIFAMILY u 1 >4Xw +Wwtn A �y vrr r`FH EX. ZONING: MR -1 7 `----------- ._ y; F.F. 46.} .t - s F.F. 46.1 -f - I I \ ' • / / f 46.3 W ter••- t ,,,_ _ 1 �� � 4� I •` � I I 325'-SWALE F.F. 46.5. 9 O 0.50% --I-F.pF�. 46.8 A A Q 3rF.F546.8 70 I: ! `\ 4\ \\ \• U \ All F.F. 46.7 G" ,' t l / > 1 ' MULTIFAMILY 45, rk'�V r` z1 58 ,c; F.F. ".6 rr !�F,9O U EX. ZONING: MR -1 I aC \; ( F.F. 46.B { !z�--- / 0th' w i/' F.F.: 46.9 ^ , ry Z zso F.F. 47.2 a ,' COURT 7 ' � \ h Q. I q I q F.F. 46.4 ! TI V SP x x } Ia,- ww _ _ ,' , 56 83 i OPEN- - y RETEN N fA FF, 47.4 I I I f.F. 46.9 i80 OPEN SPACE d A , F. 46.0 1 To !>r :f , I ,4 8:2 _-PIT 28.5 J ,y u•c - .l �„ O • ue>' TRACT B i A 84 F_F 4s.6 , Y - - =--� _ t ' 5 5 -� --r * I F.F. 47.6 8� - --- - - 41.5`1 7! - F.F. 47 F. 46.1 III 3 '' `ti A 9y � ra�yy _ 9 C- C 2 F.F 44.6E / 9 4, A `, .,. 42 w.7o G'^ n F.f47.7 ( 30' D.� r �,' p.F. 45. "�, 4 �\ KAYWnil- �' i A� 96. ''fit° QOD. t, I c�. w 3 I i a A A' B C y C C C C F. 45 ri 3 0' / k DRI - " , t 23 24 ' 2'S t 26 � 27 ' � ; 86 ¢ 87 8 89 9 4- g4�s .F� s � F.F. 5.7It� z�' u,��- A + F P 46 8 F. 46. .F. 0 F.F,.44.F.F.44 .F. .. - .• - _ ,�.0 46. . f= 44 F F F` F. 44 3 .F. 4 aatoc. t 44 - A f F.F. 47.0 � 2 20 'T F.F. 46.8 F.F. 47.6 r ( i150' SWALE 1! �W ' �-� c 9 1 1 - - �' -r� -��V V T l:._ / 45 f ® 0.75% .- A A r I F.F.47.5 _ _ ` i .A { A A a' I; q p } q A 7 ? #I A , A _� . - -�28� 107, 106 ;� 105 10�' 4' ;103 �� ' 101 1.1002 99 98F.F. 4,8. f _ _ f F.F. 45.6 F. 45. F.. 45. F.F. '14 F.F. 45. F.F. 'k6aF.F. i3 F 4g 7B. . as -1_ ; 5 3 7 ( F. 47.3 .F: X7.5 . F. 48.0 t� 1` FF 471 - A A FF 462 ig 1 Ia2 F.F. 46.6 ------ - - �. y STATION A 51 fi ` a LIFT F:F. 47.0.. 4�i.8 - Y - . i� » -'---=- - _ _ _ - - - ga a w �>� TRACT H �� I �• 50' F.F. 47 F.F 46.8 ;"' R 49Z ), R A - 50 8F 6A �. t,0 _F.F.. ( A A t F. 7 1 r 50 4':48 47 -� i i i F'.F. 46.$ 47.3 i • �f. 47. SD W (' jIL A 1t 9 �/ -50 �A v T I L j 1 ` F.F _4 L ' ' ' �., � F.F. '48. `�` �- j -� � h� 4Q.o SPACE �e ,. q I+ A , , TRACT C �---- __ . 1 4 , !1 F.F. 50. Q F.F.s�6,6 'A 10A 4B 5 - _ A A F. , OPEN SPACE ->-: gs.3 ' 3 4- `, - 4 3 A f 4s: s '' ' n " F 46.4F.F. 47. E 47.2 :F 47: f 48. TRACT D 1 ` a � 4A ,a 45- z A A F0 5� X, i 12 r i, X46 I F.F. 46.4 .I ! 40 A A. I r� F.F. 46.3 j q 1 F.F. Su. 1 A T A' 1 - r A :i.• A I 43 F.F. 50. Y � `41 42 ► F. 47. ' • 11 ,.F. 47.0 F.F, 4,7 OPEN S ACE�'� F 4 OPEN SPA(f TRACT " ,, f P. 4s.Po/I A / 15' U.E. L 2A ( 2B QUAIL RIDGE ? fi { -- ' �.. VACANT o c=URT °� ` E _ 55 EX. 'LAND USE: 5V4 \ z� EX. ZONING: A -i I 128 2A �.� = = - f OPEN SPACE ;k- A ' q 3A 1 E3 I F, --^ *- 5 � I ;3� � j TRACT �,��, p ' - _ _ --_ 25A �a1 , _4C6 F_F__4¢.7 F.F..46,7. .F. 46: F.-47.0F•F F.F.` 53.6 at \ 51.5 t0 ANDSCAFE" HUFFE s .s - PRAPASEDj W 1:t 1%, w ....�..._ ._,__��--0 n•� p \ . I � -Cr---• ---�- � --#- ----+f -----mac.•-.....-.-�"_!�-'e� -�•: --;+r �' kG. a-. s' y, 4 . y.. .Y s s' .. -' .;>, cj ,�• .,�" ,�.' c'. tr E: r }'! CJS- _ _"S -_-' �F." -vs•-`-yy - _-_''_ -^^- '. ''� Jr P AOLA ROAD----------- C.R. 46A------- _. _T all n� .� - N S 57 5Q 60 61 62 I 63 64 65 66 67 68 69 70 71 MEADOW BL Vf) WINTERGLEN W c L,j L7 n : I `L NEWPORT SQUARE I f i i Al Lope- y� Q w w mi Vl (� M o 0 � LOT GRADING TYPE A zw ALL DRAINAGE TO STREET a� :2 --7 -, z i �- ( Cof Lo < j n° a'L'i a_'LLJ rj w C3 G� uj > � t N cA- all it �tyF- cl ) co 4 � 0 '\ .t f � lei d- r•? cl � \ LOT GRADING TYPE 8 \ DRAINAGE TO REAR LOT LINE 0now soon I� CL 0 V M U LL it Q 0 U.M mi W co co F zm ct7 C2 c Al y y zt3, I y {%i LOT GRADING TYPE C ALL DRAINAGE TO REAR LOT LINE a (D LOT FLOW DETAILS N.T.S. 109F.H.A. Lor J - -_ GRADING a� Q cr A "` `�1 - TYPE L 0 T NUMSFR m as z j F. F 1 Q 1. O '.. _ FINISH FLOOR u � EL ENA 770N w x t c 0 < Q 0 V) t FINISH ORA DE (TYPICAL ! C37 TYPICAL LOT DETAIL N T.S f ' W < 28+00 29+00 30+00 31+u0 32+00 33+00 35+00 36.00 00 - - _. , - ---- — --- ----- - - - -- --, _ U -)L94 .14- 4t - - ---_ . -- - - -- d. S4 15 P.I. STA. 30+00-00--- STA. 0+00.00--_STN. 18+51.70 1� 1- 8" TEE 3_8" GATE VALVE 9 491 Cm 33+ 20.00- 6.00'RT. SANITARY STORM MANHOLE MANHOLE P��c LIJ Li I1 45.00 INV. EL. = �� 39 INV. EL. = 36.51 N. z2 r� -�.— 1-F.H. w/VALVE ASSEMBLY N w X X E XX s �- 1-8" TEE /3-8" GATE VALVE 2-90' BEND --561'-8" PVC RECLAIM WATER MAIN 49 48 MIAMI CURB _7' (TYP.) (TYP.) wo Zo_ -- 8 RC 1 i U F- -- !— Q w $ _ < cwn 7 (TYP.) 38 37 623'-8" PVC WATER MAIN S13 STA. 30+90.00-� SANITARY MANHOLE RIM EL. = 44.49 INV. EL. = 38.38 E. STREET " A" S14 CONC. SIDEWALK -'1-O---\ MATCH LINE STA. 32+30.00-� BE CONSTRUCTED BY THE DEVELOPER (TYP.) STA, 32+00 SANITARY MANHOLE (SEE THIS SHT.)ZZ RIM EL. = 44.91 OPEN SPACE ---\ INV. EL. = 36.98 W. INV. EL. = 36.88 N.E. TRACT "D" \ PC = 32+18.89 36 \ RECLAIM WATER MAIN \ I �I _ 47 -------------- TEL, -`�-- WATER MAIN CROSSING---___ UNDER TELEPHONE 35 m /33 f S15 32 STA. 33+ 20.00- 6.00'RT. SANITARY STORM MANHOLE MANHOLE RIM EL. = 45.00 INV. EL. = 36.61 S.W. INV. EL. = 36.51 N. 31 CROSSING UNDER TELEPHONE PROP. 8" PVC--, _ -`- °' RECLAIM D12 1 -- 43- - WATER MAIN 54 SPACE '/ TRACOPENT' "C" 22 2 ' BENDS 7' (TYP.) (TYP .)< r p S �M/— — -- — s 22 '/2 ' BENDS (TYP.) !PROP. 5'-- 7 (TYP.)-J `-Q 1 SIDEWALKi 3 (TYPICAL) „ 28 PROP. 8 PVC-1� i 0 29 WATER MAIN �� U vkIAMI CURB 1-8" TEE - (TYP.) 2-8" GATE VALVE STREET " A" LEGEND �" CURB INLETS fry MITERED END SECTION W=A" STORM MANHOLE D7 STORM SEWER STRUCTURE —�•--- SANITARY SEWER DIRECTION ..".Ssm- SANITARY SEWER MAIN SANITARY SEWER MANHOLE t--0 SINGLE SANITARY LATERAL z2 SANITARY SEWER MANHOLE -�.— GATE VALVE —F-- REDUCER �-- - BLOWOFF VALVE —8"w_ POTABLE WATER MAIN ----- SINGLE WATER SERVICE — DOUBLE WATER SERVICE -8"RG- RECLAIM WATER MAIN O SINGLE RC WATER SERVICE -- DOUBLE RC WATER SERVICE -r/-- SURFACE FLOW DIRECTION a aM PROPOSED SPOT ELEVATION �,,---PROP. 8" PVC F RECLAIM 24 WATER MAIN -1-8" TEE -1-8"x4" REDUCER 1-8 GATE VALVE 1-4" GATE VALVE 25 P.I. STA. 35+90.15 TSTA. 43+29.03 S16 26 PROP. 4" PVC RECLAIM 27 WATER MAIN z V) 0 G� I�F (/) ® J um w w w � LLW c umCC 3 3 Z o O 0 z Q o a U. J Q 0 CL C_.) U U z c' W c� c> UC Z c� W mw w U 0 o 't O N � .— LLJ o d"' � N N Lr)Z Q W l w d. n CLZ W z D 0 W p 0 V) V)W S Lo W W W W �U z D LoC d A Z ccs `t tt7 d , i a r W 0\0 -4 ►'� N r O` z 0 G� ® J um � J � LLW c umCC D. Z i 4c Q a U. J Q 0 CL LL. >> m m z Ln Q m m z Z c� W mw w U 0 o N � a - o d"' � N 0 z Of 0 `- Lo �::D �U z D W Z 0w a W I 1 +00 12+00 13+00 14x00 15-00 16-50 17+00 18+00 19+00 GROUNDWATER FROM L.J. _— - - — -- - --_ _-- __. _ __ _ NODARSE REPORT DATED Q -_ -- _. -._ _ _---. -- -.- _- {ARCH 11, 1993; PROJECT -- __ \_270'-8"..FVC 2 _ -1 -'1'- _­__.­_­.,_ 0o3�_ -._ 28 24-1- pp O u7 O tp O _.... N _.. _. - L0 U 0 U U O U (3 V? 5► LLJ C] a d tt ) Q X 24 z Q CL E w m 0 c� w > w N w w w � > �`' STA. 12+20.90— 20.00'LT. SANITARY MANHOLE RIM EL. = 51.46 INV. EL. = 44.30 W. DEED OVERLAP pot r f.- 15' U.E. 40'R' 1-4" GATE VALVE 1-8"x4" REDUCER I 129-4" PVC WATER MAIN 12 13 r— PROP. 5' SIDEWALK _2% I (TYPICAL) -OPEN SPACE TRACT -- WATER MAIN CROSSING UNDER TELEPHONE 00 I a- 4 5 6 F 527'-8" PVC MIAMI CUR WATER MAIN (TYP.) � • x/®11 \; 204'-4" PVC + RECLAIM A WATER MAIN 44 43 BLOW—OFF 1 x VALVE 45 %, (TYP.) 1-4" GATE VALVE 46 -45' BEND 1-8"x4" REDUCER (TYP.) 1-8" TEE 1-8" GATE VALVE s 3 M N D7 - STA. 17+16.72-17.50'LT. TYPE 'P-2' INLET GUTTER EL. — 43.70 INV. EL. = 38.03 (36"E.) 34'-36" RCP # 0.20% ,1 7 10 11 �, 12 200'R. 8 - 45' BEND 22 2 ' BEND-- MIN.(TYP. i_\ ---F.H. w/VALVE ASSEMBLY CONC. SIDEWALK TO-- , \� BE CONTRUCTED BY �. THE DEVELOPER (TYP.) r i X a - i " N . 10.r:.:. CGS` �� �� �� -1 PROP. 8 PVC +i ---� �� F� 7 RECLAIM MIN. �P-• �'� Ty �' �� �i WATER MAINQPEN �i SPACE/SSXO 42 41 TRACT �, "E" y1 RECLAIM WATER MAIN CROSSING UNDER TELEPHONE y OPEN SPACE TRACT "D" STREET "B" L-22 %2 ' BEND P.I. STA. 18+51.70 = STA. 30+00.00 1-8" CROSS - 3-8" GATE VALVE \\ PROP. 8" PVC WATER MAIN 13 14 15 r --MIAMI CURB (TYP.) I J STA. 18+51.70—� SANITARY MANHOLE RIM EL. = 44.40 INV. EL. = 35.98 S.&N. 0 z 17 00 isoo SS w ( n co +' 14 0 fl wI U \ PROP. 8" PV 39 3 w 50 co ry 00 RECLAIM 188-42" RCP WATER MAIN ® 0.19% I( i 0 S2 S3 �, - �--- � 1-8" CROSS STA. 16+30.00—� 22 /2 BEND STA. 15+40.00— SANITARY MANHOLE 3-8" GATE VALVE SANITARY MANHOLE D8 2-90' BENDS RIM EL. = 44.53 RIM EL. = 44.26 STA. 17+16.72-17.50'RT. INV. EL. = 36.90 E.&N. W. INV. EL. = 36.64 S.E.&N. TYPE 'J 2' INLET 6' DIA GUTTER EL. = 43.70 INV. EL. = 37.96 (36"W.) INV. EL. = 37.46 (42"N.) STREET "B O co N 0 c � Ua c000 U cn rpn J J 'n Il N m m o z Lq ., Q o O o rn N ol o c� p tnJ F Q it U EL Q W Z F- 5 W Z Q _ W O !/� U 0 U U O U (3 V? 5► LLJ C] a d tt ) Q X z Q CL E w m 0 c� w > w N w w w � > �`' Lo �r ri � oho .4- r7 NE Ez(j zd o a co cc C1 J u. W ® to O co O CC CLd m W6 d a c/i Z 44 J d 4 um d� STA. 18+51.70—� SANITARY MANHOLE RIM EL. = 44.40 INV. EL. = 35.98 S.&N. 0 z 17 00 isoo SS w ( n co +' 14 0 fl wI U \ PROP. 8" PV 39 3 w 50 co ry 00 RECLAIM 188-42" RCP WATER MAIN ® 0.19% I( i 0 S2 S3 �, - �--- � 1-8" CROSS STA. 16+30.00—� 22 /2 BEND STA. 15+40.00— SANITARY MANHOLE 3-8" GATE VALVE SANITARY MANHOLE D8 2-90' BENDS RIM EL. = 44.53 RIM EL. = 44.26 STA. 17+16.72-17.50'RT. INV. EL. = 36.90 E.&N. W. INV. EL. = 36.64 S.E.&N. TYPE 'J 2' INLET 6' DIA GUTTER EL. = 43.70 INV. EL. = 37.96 (36"W.) INV. EL. = 37.46 (42"N.) STREET "B O co N 0 c � Ua c000 U cn rpn J J 'n Il N m m o z Lq ., Q o O o rn N ol o c� p tnJ F Q it U EL Q W Z F- 5 W Z Q _ W O !/� 25+00 z6+00 z�+00 z8-�-00 29+001g-�-ao zo � oo z1-�-oo zz-�--oa z34-ao 24+00 _ --------- COURT , STREET 'C' COURT B 56 V) co V) 5016 z w w - 0 52 0 5; F - � d� �RW w Jz 0 o a r�-t o ® t� _ ...... ------ cr) co ------ - rr) 0 O48 _ - - _ _ _ t/) _�_._ Vit' _. - - _ . _ � F_ � � � � N � rn � 4 4 _ _ �_ w UJ a-' X a w a w -- -- ___�__.- ..-.__:-- _ ___-_._.__ ._ _:__-.__ __. _ ___ .____..____ __.-__-..- __-.. _ _.__._-._ _-_ �- �- w w z _ __..__�_, _ __ __� .._ __ _ -___. _ _______ _.- -- -_ _ �- �, _- _ ___ _ - _---_..- _ _ _._- _. EXIST. PROP. -� a " w p GRADE .-_..,_..--_._._.._ - _._--------..___ .._-_ ___--- --D130% _-.__ -__ _ _- _ ___.,_:_ -- - __...�_---__. _ - ---- --. -__ GRADE � .� w � W _.------ - - 3d% + -_ _ -_ - -._ __ -- __-___. -- _._.__._ _ .____.__ _.____ _____.___.._--.___.____ __.____...___.__ ._.-__- -_ _.....___ ___ .-_-- -_--.__..._.. __.___ - ___ _-__-_-.---.�__..__ ._.._-_..__. _.__v 44 w s W �- ,--� --� 0.40% 44'� x w uJ X X c- - _ _ _ _ _ _ _ _ - 40ro 00 Lo � _ -----_ 36" RCP 36" RCP ,- 4 0 --_ _ _ _ _ - CP ---- SEASONAL HIGH �r �, o 42 R TED S E - . _ _ _ _ _ _..---.- _ _ . _ - __, _- - ___._ _- ___ _ -_.. _- __- __ _._._-- _ _ _ ___.._ .___-_.---�._ _ . _ _ _ - .___ _ _ ___-__ . _. ___ _-_. __ ..___ -_._ __.-: ___ - ___ _ z � -----ESTIMATED V) _ _ _._-.. _ _ _ __- _ _ GROUNDWATER FROM .J. 4 2 R P C ice.. _ - - - -- -. _ - - ___._. _ ._._ _ . _...__ 6 _ _- - ._ _ ._._.__ _ _ - T ISA ED 36 _ _ _ __ _-- _ u____�_______---___- ___. _.-- -- NODAR�F REPOR W - MARCi`# 1t,fig93, PILO CT 93 v 4 - S5 ... _ VT a D 9 --- 36". RCP 36„ CP u ! Jp ,n 3z32 LLun � -- Ci -- _ _ _ - - - - - --- -- -- - - -- ss - 0 QL co & - - --- - - --- - -- - - _ - - - -- - -- - _ - Z 8 28 - - ---------- $he U > oc OC Z I 24 p co CC 24 _ _ _ LL,J p a. LL - -Ln 20 I= -------- Ln - ,f, - _, _ _ - _ __ _ ... - --- - -- - - - +3 20 CONC. SIDEW,';LK TO BE CONSTRUCTED BY THE DEVELOPLR (TYP.) S9 EX. 25' R/W-- - - / D1 P.I.Cyr STA. 22+48.63 � .g ° / TYPE 'D' INLET W o STA. 61+95.17 STA. 24+46.70- -50 co S10 SANITARY "DROP" MANHOLE ADDN. 20' R W ® o GUTTER EL. = 42.00 , INV. EL. = 38.25 (36 E.) c%RIM EL. = 45.00 :. :..:::: -.. ;:. STA. 21+21.70-� INV. EL. = 35.00 S. - - ------ --- - -- j- m l W � A SANITARY MANHOLE INV, EL. = 138.20 E. NOT PLATTED a 0 RIM EL. 45.21 INV. EL. = 35.1 G N.E. S7 � � .a INV. EL. = 35.17 S. DROP INV. = 35.10 STA. 25+90.00-6.00'RT 171'-36" RCP BYPASS DRAINAGE FOR W U ®^ INV EL. = 34.03 N. SANITARY MANHOLE @ 0.10% C OFFSITE AREA ) r - INV. EL. = 33.93 E. P.I. STA. 21+21.70 RIM EL. = 44.32 _ - - o co � 1 , " INV. EL. = 35.53 S.W. ! D1 A S5 v w co o� = STA. 40+00.00 II VI �I I 175'-8" PVC ..i C'J 56 i INV. EL. = 35.63 N.E. STA. 26+76.56-25.19'LT. STA. 28+68.33-9.29 LT. „ I" WATER MAIN N v -270'-8" PVC " LijTEE-----------, SANITARY MANHOLE 1-8 TEE -: 30 D. E. � TYPE 'J-7T'MANHOLE-6 DIA. F ---i WATER MAIN , f- Cn. 1-8"x4" REDUCER 57 58------�j RIM EL. = 43.25 F---1 2Q w 55 �- RIM EL. = 44.40 INV. EL. = 36.56 S.W. H 16 17 ! 18 19 �� 3 w `; �C 1-8 GATE VALVE-1-F.H. w/VALVE INV. EL. = 38.08 (36"W.) - F- MIAMI CURB = 1-4" GATE VALVE ASSEMBLY INV. EL. = 38.08 36"N.E. ID 1-8 TEE �'; - CSI � 59 ( ) � F� � 2-8" GATE VALVE ;� (TYP.) / �- 2-4" 90' BENDS 1-8%4"REDUCER 61V) 0 n i T a o 64 z o - -- - - - �2 • 1 62 63 65 _ - - - - - --- - - - - -- ' - BEND +I 398,-4„ PVC - - - - D1B o - - _. --� -�- z - ___ -.- _-_ - 6 6 z oo 23 0� _ 24 00 ' -�- �5 00 `� WATER MAIN 197 -36 RCP STA. 28+75.60 a�3 C3� - 1 it20 00 l \ 11 - 21 ` - ----- s� o ®0.20% TYPE 'J --/7T' MANHOLE-6'DIA. - �--- o , tit --.r- _ -- - - ' -� .-- - - - - -- R 1 M EL. = 43.30 U - - - - - - �... _ --- -- -- _ --- 8"RC w w 67 Ln - 66.14' O d V) �, '�- , �; 83 .,,`?�Q �" h , h ----45' BEND � �-270,_8„ PVC �--203 -42 RCP"`�j-iQ 1-8„ TEE _ RECLAIM "` „ I �; 84 �'i- %% 76N, �`�� �'�- - N TYP. N n i� ® 0.20% - VALVE - 4 R- - - - WATER MAIN � �1' j � 3 � � �� I � � � •- --- 2 8 GATE I � � » �, r .- �� ;� L 397 -4 PVC �, "P _---PROP. 4" PVC 51 3 21 85 �� �� I �, , 50 iR"i T JI;u �� RECLAIM Q 75 I o WATER MAIN WATER MAIN SIDEWALK +r�`? / 68 ® °D _, Q9 326 -8 PVC P.I. S A. 24+46.70 U i`� J i I ` = STA. 50+00.00 �' 45' BE j - z c +04.66-17.50 RT. ') ( ' ' (I RECLAIM 7'4 STA. 19 1-8» TEE (TYP.) 1 (TYPICAL} %2 u � 05 TYPE 'P-2' INLET �o R.P. STA. 28+75.60 0 0 0 0 D10 WATER MAIN 2-8"x4" REDUCER ` GUTTER EL. = 44.31 STA. 21 +07.63-14.01 RT. L5Z3,3 73 + `- ' 2-4" GATE VALVE INV. EL. = 37.11 (42"S.&N.) TYPE 'J -7T' MANHOLE-6'DIA. S6 152' 36" RCP ��" N © 0.19% �� Ln � RIM EL. = 44.87 STA. 26+89.50-Q Q� i 2 BLOW OFF V. L. = 36.70 42"S.&E. D2 I i i 70 'VALVE (TYP.) 69 � IN E ( ) SANITARY MANHOLE STA. 26+77.35-17.50 LT. TYPE 'J-2' INLET-6'DIA. RIM EL. = 44.03 %1 i i� GUTTER EL. = 43.80 INV. EL. = 35.92 S.W. 58'-36" RCP-/__♦,. � � D.E. U - INV. EL. - 31.93 (36"N.E.) INV. EL. = 36.02 N.E. @ 0.19% z o Q O z O'i D2 Q3 vi �' >> STA. 28+3190-18.22'RT., STA. 28+97.90-39.67RT. FOR CONTINUATION,, E Q TYPE 'J-7T'MANHOLE-6 DIA. TYPE 'J-2' INLET-6'DIA. SEE SHT. N0. 10 W S TR E u RIM EL. = 43.08 _ w „ GUTTER EL. 42.90 �.: INV. EL. = 31.64 (36 S,W.&N.E.) INV. EL. = 31.53 (36"S.W.) k' w INV. EL. = 31.03 (42"E.) w 0 cn 40+00 41+00 43+00 44+00 45+00 40+00 47+00 48+00 49+00 1- 8" TEE --�� 2-8" GATE VALVE P.I. STA. 40+00- = 0+00- = STA. 21+21.70 1-8" TEE 2-8" GATE VALVE CONC. SIDEWALK TO BE CONTRUCTED BY THE DEVELOPER (TYP.) STA. STREET 'B' SANITARY 0 MANHOLE RIM EL. = 44.00 INV. EL. = 33.09 S.W. INV. EL. = --STREET 0 tu IAP JLLI_ w CUL ESRC h- 56- �JU6 Z ` 0 y Z R W 56 C 0 J Q 0 a. LL o 5 52 - N 0 o ESTIMA ED SEASONAL HIGH + j r N N N tO GROUNDWATER FROM L.J. d 4 d �� d . ! 717 4GRADE-R �� 48 - _ a w - - T-- <t Q _ _.laL!_.._ O P. `� rl GRADE 44 UNDER­GROUN �- TECEPH O a w CL w _ + 1.11 ° --- 44 -0-42% ZT ° 40 40 iR 42 RCP RCP 36 36 A 32 ago D�1 32 _ S60 50 - 79 -8 PVC 28 S19 28 _ T - --- 216'-8" PVC - 24 - - _ __.-_ (a 0.30% 24 -- -- _ _ - N N 00f'-20 20 -1 - 1- 8" TEE --�� 2-8" GATE VALVE P.I. STA. 40+00- = 0+00- = STA. 21+21.70 1-8" TEE 2-8" GATE VALVE CONC. SIDEWALK TO BE CONTRUCTED BY THE DEVELOPER (TYP.) STA. 42+50.00-� SANITARY 0 MANHOLE RIM EL. = 44.00 INV. EL. = 33.09 S.W. INV. EL. = 33.01 E. OPEN SPACE TD A (`T "R" STA. 41+70.00-6-001 SANITARY 0 MANHOLE RIM EL. = 44.37 INV. EL. = 33.43 W. INV. EL. = 33.33 N.E. D11 STA. 41 +56.b9-6.00'RT. TYPE 'J -7T' MANHOLE-6'DIA. RIM EL. = 44.40 INV. EL. = 36.41 (42"W.&N.E. OPEN SPACE TRACT "C" STA. 42+ 81.3 4-17.5 0' R T. TYPE 'J-2' INLET-6'DIA. GUTTER EL. = 43.56 INV. EL. = 36.17 (42"S. W. &E. ) FOR CONTINUATION, SEE SH T. NO. 10 STA. 44+69.10-17.50'RT. TYPE 'J-2' INLET-7'DIA. GUTTER EL. = 42.82 INV. EL. = 35.79 (42"W.&N.) COURT " A" STA. 44+ 56.88-17.50'LT. TYPE 'J-2' INLET-6'DIA. N W X X E 5 STA. 49+28.00 SANITARY 0 MANHOLE RIM EL. = 45.55 INV. EL. = 30.74 S.W. INV. EL. = 30.66 E. W z a Z z f 0 p 0 O 1i. tu JLLI_ w 3 Q h- 0 CC �JU6 Z ` 0 y Z w C LL„ J Q 0 a. LL it H 9 0 cm .a p m o va, coo Z r7l) H �4 o J d ;� OC m -m o z 0 0 0 STA. 47+75.00-(� SANITARY MANHOLE RIM EL. = 44.44 INV. EL. = 31.27 W. INV. EL. = 31.19 N.E. z f °' vt- LA. J < (V j C3/ o� 3 h- 00 z 0 Z) t!a w Q w E... _ 22 . -----------------TEL: 25. Q 89 = r2 90 _ 40 115' MAINT.-- '�IBERM (TYP.) TYPE "H" INLET w/ CAST IRON GRATE / �40 40 24" CLEARANCE 12" EL. 40.76 i + ' v BYPASS DRAINAGE PIPE '' d R 3/4-X4-- LAG IJUL 15 do LEAQ ANCHORS (41N BACK do 4 ON TOP EA. SIDE) TOP VIEW - r - GRATE EL. 41.26 _"H" BOX OUTFALL STRUC N.T.S. TYPE 'J -7T' MANHOLE-6'DIA. RIM EL. = 44.00 INV. EL. = 36.48 (36"S.&E.) W M. 4J. W U LLJzFlBERGLASS SKIMMER LL_ TOP EL 42.70 W BOTTOM EL 40.90 L FASTENED W/ 3/8' NUTBOLTS, WASH � z z o Q w m O W 6; THICK GLA m O Q < C� W �W >- z > 43.0 U Z 78'-36" LL_ Ul W 4 3 O F- O D.H.W. 42.18 WEIR EL 1 O cl- N.W.L. 40.50p' 40.90 ® 0.62% CONCRETE FOOTERS — I FOR SKIMMER SUPPORTS 6' CHAINLINK FENCE 1 30' DRAINAGE 7, EASEMENT 45 177 197-36" RCP --- ® 0.00% 1/4- THICK FIBERGLASS SKIMMER BLADE PAINTED FOREST GREEN TOP SKIMMER EL 42.68 — 3.93"0 BLEEDDOWN —� ORIFICE FL 40.50 EL. 44.0 SECTION AA -AA z ZZ w w tr 0 0 z a z IL)0 TOE OF SLOPE z m U V <0: 0: w W � o d a LL It 1. 0 --CHAINLINK FENCE 0 jP, P m POST FOR SKIMMER ?- W SUPPORT (TYP) I" \ �'� z U to rn a LIJ CL CL aw. W cl 0 Q 0 S 5 5 u� W W w w CONC. RIP -RAP OR ul EQUIVALENT \ N \ r d. o Qo 00 to M N v O �.,. z a •� 0 r O w � CONTROL STRUCTURE >- z O LL U Lo U Z 78'-36" RCP 4c in 0 4 ® 0.62% CONCRETE FOOTERS — I FOR SKIMMER SUPPORTS 6' CHAINLINK FENCE 1 30' DRAINAGE 7, EASEMENT 45 177 197-36" RCP --- ® 0.00% 1/4- THICK FIBERGLASS SKIMMER BLADE PAINTED FOREST GREEN TOP SKIMMER EL 42.68 — 3.93"0 BLEEDDOWN —� ORIFICE FL 40.50 EL. 44.0 SECTION AA -AA z ZZ w w tr 0 0 z a z IL)0 TOE OF SLOPE z m U V <0: 0: w W � o d a LL It 1. 0 --CHAINLINK FENCE 0 jP, P m POST FOR SKIMMER ?- W SUPPORT (TYP) I" \ �'� z U to rn a LIJ CL CL aw. W cl 0 Q 0 S 5 5 u� W W w w CONC. RIP -RAP OR ul EQUIVALENT \ N \ r d. o Qo 00 to M N v O �.,. z a •� 0 r O w � CONTROL STRUCTURE N 4 N.T.S. CC- N 0 W Un p Z 4c in 0 co Z OC LL 0 4 0 u >n SOD I OVERFLOW WEIR N.T.S. NOTE: SOD TOP & SIDE SLOPES TO D.N.W. POND SECTION- N.T.S. X MAI WT. I BERM X EL. 43.0 O co Z� rn� H a �N 00 � V O O 0a+ Go �..J z v rn U a C) I� � q ( 46 45 ' VARIES i SLID IG' aERt.4--- - - - - - - -- - EL. 42.20 (PROP. _ - - _ I EL. 41.60(EXIST.) 100YR 96HR ` - l - �` f 25YR/96HR / \ U DHWL 42.07 DH WL 41.94 EXISTING MAYFAIR MEADOWS SUBDIVISION EXIST.--,'•/ - ---- �._- ------ _- ---- GROUND '� MINIMUM AS -BUILT F.F. ELEV. = 42.72 I 'r NOTE 2AIII EY I ST(MG ' BEIM TO MINIMUM / EL,E V. 42.20 \ /r V NTE EXIST. POND X -SECTION C- C N. T. S. S EXIST. BERM EL 41.60 W. 42 ------------ --------- ----- `.'w.'^wow 1 ' EXIST. MAN MADE j4C 42 '- '- �" RETENTION POND rw.-+•••�"'•.ma.vo+...v.^+u+.r�u .tee•wee.+....«-aN mpw.ws. �+r R r7 04, EROSION CONTROL PLAN � --"- / During all phases of construction the site general con Q for` ,l and all sub--contractorrshall exercise measures to pre EXISTING `� the erosion of soils due to the action of the water and r �` The contracts shall use the following measures to accom MAYFAIR C` f this objective: p MEADOWS PHASE I 1 r' r i' -------- r i A. Surface Protection 1. Clearing shall be limited so as to expose the smallest possible area of /and for the shortest possible time. `•,, ',. �'o --- 2. Exposed areas shall be immediately graded and pro-- x1` tec.ted with temporary or permanent cover, such as :Ii, TER FABRIC _� sod, seed and mulch, crowvetch, lespedezo or creeper. Newly graded choniI or steep slopes will require the r use of fibrous matting, netting of seeded and mulched s` areas, or fheser.;=' ' \ Ing or shingling of sod while i` vegetation is bectjn-ing established. I POINTS A SHOULD SE RICHER THAN POINT 6 SILT FENCE DETAIL. l k t` GENERAL NOTES `1 B. Run --off Control X 1. Long and/or steep slopes will require contour benching ;r►d furrowiny, or berms to reduce run-off velocities. 1 C. Sediment Trapping 1. The trapping of eroded particles will be accomplished �\ by the diversion of run-off to sediment basins, excavation traps, berms, staked hay bales, or floating ��` sift curtains. MAN MADE \, 2. The proposed re -,nticn and/or detention pond(s) along NTION POND with any environmental berm(s)jreor yard swale(s) shall be constructed first. The ponds) and outfall struct- ure(s) must be complete and operational prior to the ., placement of any impervious surface. X I 3. Trapping devices shall be periodically inspected during 1 ' ; f dry periods and after each rainfall event by the site f contractor. Trapping devices shall be replaced if f determined to be incapable of performing intended / t function of sediment trapping. 4. Trapping devices shall remain in place until a vegeta- tive cover has established sufficiently to stabilize the soils and prevent erosion, r' / D. Soil Moisture 1. The contractor shall have available on the construction X site a water source capable of applying water to dry exsposed soil in order to prevent wind erosion. The i application rate and manner shall be such that soil moisture is attained and no surface run-off is created. E. Responsibility � 1. The contractor shall be held responsible until the Certificate' of Completion is issued. After that, the Owner will be responsible for maintenance of the stormwater collection and retention system. °. o � 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WiTH FDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO VERIFY LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 3. FOR ADDITIONAL DRAINAGE DETAILS, REFER TO THE FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY AND TRAFFIC DESIGN STANDARDS" DATED JANUARY 1993. 4. EXISTING DATA TAKEN FROM SURVEY BY HARLING LOCKLIN & ASSOC. 5. ELEVATIONS ARE BASED UPON N.G.V.D. 6. AL'_ DISTURBED AREAS NOT SODDED SHALL BE SEEDED AND MULCHED. 7. FLDATING TURBIDITY BARRIERS, HAY BALES, SILT SCREENS, ETC. SHALL BE UTLIZED IN ACCORDANCE WITH FDOT INDEX NO. 102. 8. ALL CONSTRUCTION IN S 5,rr COUNTY ROW SHALL BE COORDINATED W171 THE SCM. COUNTY DEPT. OF PUBLIC WORKS. 9. DO NOT SCALE FROM DRAWING, IF A REQUIRED DIMENSION IS NOT SHOWN CO,f4TACT ENGINEER. 10, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A DETAILED EROSION CONTROL PLAN PR OR TO THE START OF CONSTRUCTION, 11, IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR TO THE START OF CONSTRUCTION. FILL PLACED SHALL B F F ORGANICS, NON -PLASTIC GRANULAR SOIL (CLEAN SANDS). 12 ALH LL E REE 0 G , FILL SHALL. BE PLACED 1N MAX. 12" LIFTS AIJD COMPACTED TO A MINIMUM 95� PER ASTM SPEC D-1557. _ LEGEND 4w° .,... - • /= ---'� Proposed roe Of Slope Pile twelfionJ t Cb f;f! Arta t• �ft I�%%� ��� •+. Mooring CSI w/AhcAor ff Eri sr;n9 (/k I _. Anchor Cell, ely ��-� 8drrier Lovemenl Due --- - _ To Curr enr Aer;on Share Line 1009'� j Q IYg. I h Shore Line Limits of Cod `Share Line rl t Cwrenr Limits Of Const. 1 , ' Strsclwt A)iQrv.ene Twbid;r Barriers Note, NOTES, - ' rwb;d;ty barrier( for ftow;ng Stream and Hdoi 1. TlrrbidNy barriers ore to be used in all permantnf bodies of are, regardless of water depth. crtess nay be t1hi hoeI or Jtdsed type) o, my tnmblaolJans of types 'Jot will suit site 2. Number and s)saI of anchors Cependent on cweenf reloC;ties. CorMiJ;onJ ],t mtel erThe control and water)will guoHly rtgvlrtmenlJ. itt barrier typtlJl w;ll st 3. Deployment of barrier around Pitt tWoNanf may vary ro accain"'Pa fa C ns"cl;on elpero Nons. be at iter in the o iaw er P y Payment Jptr;fled ;n lAt plops• nowrru Ixrytnrnt will e. Narigol;an may rtav;re JegmenGog barrier Liming eonsl(wtion operasions. pl y,der Inc pay l established in the pions for Floating rT-bidurgidity Barrier andror Sidled Twbid;)y Barrier. Pasts in JJdstd S. For odd;l;ono( ;nformalian see Section 101 of the Standard Spe[.ficot;dns. twb;dtly barriers fa be installed in verlioal past!;on unless otherwise directed by she ' Eng;netr. TURBIDITY BARRIER APPLICATIONS EXIST. MAN MADE RETENTION POND FIBERGLASS SKIMMER TOP EL. 41.60 BOTTOM EL. 40.50 FASTENED W/ 3/ 8" GALV. BOLTS, WASHE & NUTS 3/16" THICK FIBERGLASS AA ` ] 150' AA SOD 2.5' -� -TOE OF SLOPE # BLEEDER PIPE Y ----CHAiNUNK FENCE POST FOR SKIMMER SUPPORT (TYP) L. 42.20 EXIST. 41.601 - 25YR/96HR "_ D.H.W. 41.94 +, 20 WEIR EL. \ N.W.L. 40.107 40.00 4164 I- .�. 3,6 i" PVC BLEEDER 4 � PIPE X - CONCRETE FOOTERS NV. 40.10 FOR SKIMMER SUPPORTS SECTION AA -AA CONTROL STRUCTURE N.T.S. CONC. RIP -RAP OR EQUIVALENT EXISTING WETLAND El_ 39.3± b' Post t Option(, 2' J e' Or 2!• M;n. D;a. *owl Steel 1.33 L°SrFI. Min. I 18 Or. Nylon ne;ntorced _�-__-LL.---- Pi,'C fatr;c (.100 Os; Test) It " r 11 II A" If i11t 0 1 - II H L -- - -ser- - --- -- -- - -- �------s II - u mU IS STAKED TURBIDITY BARRIER 0, S'Sid.I Singe Panel for Dealt D, • S'Std. (Additional Pont) for 04 Curtain to Reach BorNm Da to Di Two( 2) Panels to Be Used For D K) Feel UnlrJf Sotciat Death Cwfa for In The Piorrf Or At Deter.int� .,, •.� ...y.,.... NOTfCE, COMPONENTS of TYPES I AND TT LAV BE SsutlAft On tMNTJCAL TD PROPn1ETARr DES6N5. ANr mrR1tvG£MENr ON THE PAQ%U£TAR), AVOFS Of Tftf CESIGN£R SHALL B£ THE SOLE AESPOv515tUrY Of Till USER. SUBSTITUTIONS FOR TYPES TANDQ SHALL BE AS APPROVED BY THE EkWNEEJI. FLOATING TURBIDITY BARRIERS CYiny15heathed CAW SreelCable r 9807 Lbs. Breaking 5lrengtt) with Galronited Connectors ! loo) Free Disconnect ) Closed Cell Solid Plastic Foo. Started PVC Connector Pape f bio l ion f 6' Dia. Equiv. ) f 12 Lbs. t Mefot Collar Reinforced 1 Gased Cell SoH4 Plastic foam Per Fr. &,o)dnay ) Flotation 18' Dila. Equiv. ) 117 leu. Per ft. Buoyancy) (/ 1IPotypro Rcpt #) or. Nylon Re;nforceo ` l8 OJ. Nylon Reinforced Std r h &ra4nq PVC fabric 137 psi rest) PVC Fahle ( 300 PSI '� Stress Plate & ,,theniltd Chain /est t wilt Loc Clomnels Lacing fGolron;ltd Chain TYPE ff TYPE I p ci Z lit 0 Go 04 cn Z Q Q CJ • 0 � :W Z C oQD » c3 J U. W j2 Z 0 oc 2 9 U to O W C� a U8 :Z 4 Q Cr Z cn CCU. - (°e 6 t 0un >01 ZZ fN w w i W X U< U Q M w Z nj N 0 Z lit 0 Go 04 Q Q CJ • 0 � :W Z C oQD » c3 J U. Co co oc F.. to O W U8 :Z 4 Q Cr Z cn CCU. - Cr. z a t 0un >01 ZZ fN .4! Ilr�s i W X U< o lit 0 Go 04 ZED c° CJ • 0 � :W Z C oQD Z U T- U C14 00 0Z � V) H U c3 co rn Q Cr cn Y m Cr. z ZZ fN M W X U< U Q 0 a 0 0 � til CSI M �- a i Uwili o iz Q Q .T_ 0 S L9 iM W W W Z Q w n to 0 w F -- P- Q J a_ I-- �O Qz 1 wQ 0 oK <0Q J N m X X W W W (n PROPOSED INDIAN TRACE DEVELOPMENT CITY OF SANFORD VACANT NOT PLATTED EX. LAND USE: EX. ZONING: P.D. amm Ava R2-1 "SPEED uMIr SIGN 62 70 71 72 73 74 a 75 76 78 7R1-1 "STOP" SIGN w/24" STOP BAR & STREET NAME COURT—B" 83 W14-2 NO OUTLET" SIGN 82 !�41R2-1 "SPEED LIMIT' SIGN \- 852 "NO OUTLET" SIGN 23 21 22 R1-1 "STOP" SIG w/24" STOP BAR & STREET NAME \` 81 7s 80 RETEN' TRACT 24 125 126 27 ' 86 W14-2 "NO OUTLET" SIGN MITI' SI N�� R2-7SIlGN to Q I I 18 I m LIMI5354 48 5 O I I W m - ----- —1 , 17 I w d 490 II j 16 If f- 15 a- 500 w I I � 14 0 051 I W14-2 "NO QOUTLEr SIGN 13 R2-1 "SPEED UMIr SIGN 12 I11 QUAIL RIDG COURT a I 10 1 9 25A I i CITY OF LAKE MARY 50 149 I 48 1 47 i V V 1'N 1 11 -R1-1 "STOP" SIGN w/24" STOP BAR F.H. & STREET NAME 105 104 103 102 28 107 106 101 100 99 98 97 29 30 31 -STREET "An 000 F.H. R2-1 "SPEED 33 uMir SIGN 39 38 , 37 36 35 34 - R1-1 "STOP" SIGN w/24" STOP BAR & STREET NAME 45 40 1 44 43 41 42 R2-1 "SPEED OPEN SPACE \uMlr SIGN F.H. 817161514 3 1 2 32 46 1 BLUE REFLECTIVE FIRE HYDRANT MARKER (TYP.) (SEE DETAIL THIS SHT.) NOT PLATTED SEMINOLE CO. W 3/4, SW 1/4, SE 1/4, SW 1/4 SEC 33-19-30 ORB 340, PG 246 VACANT EX. LAND USE: EX. ZONING: A-1 7A I 7B 00 8A 6B� I08B 6A Q CL �N 9A I 5B I � 9B I � 5A I Q 1 OA 4B I ra- 10B cw w n 4A C' d z V) 11A -' 3B w 11 B I 3A fq z 2 12A I 2B IO I- 12B 24A r`` w 13A r elf I 13B NOT PLATTED ROAD - C.R. 46A -- - TRACT A NN 57 cc 5 8 Q 59 N y 60 O m 61 T_= — 62 a. 63 0 64 65 L Q 66 LL Q 67 :i _ 0 68 Q 69 FILO 71 SPEEDI'� LIMIT 25 R2-1 "SPEED" SI GN R1-1 "STOP" SIGN w WINTERGLEN ft� LLJ_ CD a- I Q NEWPORT SQUARE I 0_ ci S W14-2 UJUJ 0") to a (30"x30") �w� �aW 07 LLJ W W 0 (n W 5:5.1 uj UJ uJ N o� o CO s in N 0 z Z _0 © Z C oc a J a U. 9 Z v� 0U. 4 z Q 0c� 0 Q 0 Z LL z r 00 0 0 W Q z co �r FIRE HYDRANT A a V1 r+ E- I � z 6 cov V)z U, F.H. Z 1 a o r� L a 00 BLUE REFLECTIVE MARKER F� � (LOCATING FIRE HYDRANT) F ---i v w STREET �.../ U a FIRE HYDRANT MARKER DETAIL o o Lo m < a m m 0= z ��. � w < < ¢ o a. N cp V) O Z ({ . 0) c-- e NO?e: ALL Ti?AFI=1G CoMTIZOt_ 51GKIAGE 59ALL HfGN-D�NS ITY fZeT(ZO PEFIEGTIve GCADt✓ . �' U - z d z Q r� v1 w w F. Gw w in 0 . 60 F.H. ° f� 3 ( 59 J I Z I W oQ (n¢ 58 ( �" IwV) II 57 2 I Qo J N X 7C W W I 56 I R1-1 "STOP" SIGN w/24" STOP BAR 1 & STREET NAME 55 J I 2 KAYWOOD "� TREET— DRIVE F.H. 20 0 Rl-1 "STOP" SI N 00 w/24" STOP BAR N 4 7 W & STREET NAME Lei z 19 III_ 70 71 72 73 74 a 75 76 78 7R1-1 "STOP" SIGN w/24" STOP BAR & STREET NAME COURT—B" 83 W14-2 NO OUTLET" SIGN 82 !�41R2-1 "SPEED LIMIT' SIGN \- 852 "NO OUTLET" SIGN 23 21 22 R1-1 "STOP" SIG w/24" STOP BAR & STREET NAME \` 81 7s 80 RETEN' TRACT 24 125 126 27 ' 86 W14-2 "NO OUTLET" SIGN MITI' SI N�� R2-7SIlGN to Q I I 18 I m LIMI5354 48 5 O I I W m - ----- —1 , 17 I w d 490 II j 16 If f- 15 a- 500 w I I � 14 0 051 I W14-2 "NO QOUTLEr SIGN 13 R2-1 "SPEED UMIr SIGN 12 I11 QUAIL RIDG COURT a I 10 1 9 25A I i CITY OF LAKE MARY 50 149 I 48 1 47 i V V 1'N 1 11 -R1-1 "STOP" SIGN w/24" STOP BAR F.H. & STREET NAME 105 104 103 102 28 107 106 101 100 99 98 97 29 30 31 -STREET "An 000 F.H. R2-1 "SPEED 33 uMir SIGN 39 38 , 37 36 35 34 - R1-1 "STOP" SIGN w/24" STOP BAR & STREET NAME 45 40 1 44 43 41 42 R2-1 "SPEED OPEN SPACE \uMlr SIGN F.H. 817161514 3 1 2 32 46 1 BLUE REFLECTIVE FIRE HYDRANT MARKER (TYP.) (SEE DETAIL THIS SHT.) NOT PLATTED SEMINOLE CO. W 3/4, SW 1/4, SE 1/4, SW 1/4 SEC 33-19-30 ORB 340, PG 246 VACANT EX. LAND USE: EX. ZONING: A-1 7A I 7B 00 8A 6B� I08B 6A Q CL �N 9A I 5B I � 9B I � 5A I Q 1 OA 4B I ra- 10B cw w n 4A C' d z V) 11A -' 3B w 11 B I 3A fq z 2 12A I 2B IO I- 12B 24A r`` w 13A r elf I 13B NOT PLATTED ROAD - C.R. 46A -- - TRACT A NN 57 cc 5 8 Q 59 N y 60 O m 61 T_= — 62 a. 63 0 64 65 L Q 66 LL Q 67 :i _ 0 68 Q 69 FILO 71 SPEEDI'� LIMIT 25 R2-1 "SPEED" SI GN R1-1 "STOP" SIGN w WINTERGLEN ft� LLJ_ CD a- I Q NEWPORT SQUARE I 0_ ci S W14-2 UJUJ 0") to a (30"x30") �w� �aW 07 LLJ W W 0 (n W 5:5.1 uj UJ uJ N o� o CO s in N 0 z Z _0 © Z C oc a J a U. 9 Z v� 0U. 4 z Q 0c� 0 Q 0 Z LL z r 00 0 0 W Q z co �r FIRE HYDRANT A a V1 r+ E- I � z 6 cov V)z U, F.H. Z 1 a o r� L a 00 BLUE REFLECTIVE MARKER F� � (LOCATING FIRE HYDRANT) F ---i v w STREET �.../ U a FIRE HYDRANT MARKER DETAIL o o Lo m < a m m 0= z ��. � w < < ¢ o a. N cp V) O Z ({ . 0) c-- e NO?e: ALL Ti?AFI=1G CoMTIZOt_ 51GKIAGE 59ALL HfGN-D�NS ITY fZeT(ZO PEFIEGTIve GCADt✓ . �' U - z d z Q r� v1 w w F. Gw w in 0 . RAISED 1-1 /2" LETTERS FLUSH WITH TOP 0'" L P LAN 2 - NON PENETRATING PICK HOLES MACHINE MATING SURFACES 1-1/4" MIN. ELEVATION STORM MANHOLE FRAME AND COVER N.T.S. �----�_BEVELED OR ROUND CORNERS TOP VIEW - SINGLE PIPE ORA GRADE O;v 6UNLESS OTHERWISE SHOWN. 6" REINFORCED CONCRETE 4' Dia. ONE CAGE #4 ® 12" CTRS. V) -i U) BOTH WAYS IN CENTER 1/3 OF CONCRETE WALL w SEE INDEX NO. 201 FOR JOINTS AND MINIMUM DIMENSIONS �X O d Ltl Ir- Ln- - 01 g , o mi #4 BARS ® 9" CTRS. BOTH WAYS TYPE "P" STRUCTURE BOTTOM FOR INLETS, MANHOLES AND JUNCTION BOXES I IBEVELED OR ROUND CORNERS � - -- -- - - - GRATE to �O coi x -- --- --- --- - FASTENER - CONCRETE SLAB 3" THICK REINFJ WITH WWF6X6-WI.4 X W1.4 TOP VIEW -MULTIPLE PIPE -- F - GRATE DIAGONAL 6` 9.A .f Std.ra& S. RAMPS _ O X i A o � f I E C �E DOUBLE � FASTENER SLABS CONCRETE SLAB 3" THICK REINF. \ d WITH WWF6X6-W1.4 X WI.4 TOP VIEW - SINGLE PIPE ORA GRADE O;v 6UNLESS OTHERWISE SHOWN. 6" REINFORCED CONCRETE 4' Dia. ONE CAGE #4 ® 12" CTRS. V) -i U) BOTH WAYS IN CENTER 1/3 OF CONCRETE WALL w SEE INDEX NO. 201 FOR JOINTS AND MINIMUM DIMENSIONS �X O d Ltl Ir- Ln- - 01 g , o mi #4 BARS ® 9" CTRS. BOTH WAYS TYPE "P" STRUCTURE BOTTOM FOR INLETS, MANHOLES AND JUNCTION BOXES I IBEVELED OR ROUND CORNERS � - -- -- - - - GRATE to �O coi x -- --- --- --- - FASTENER - CONCRETE SLAB 3" THICK REINFJ WITH WWF6X6-WI.4 X W1.4 TOP VIEW -MULTIPLE PIPE NOTE : 'X' IS FROM CENTER TO CENTER OF DOUBLE PIPES S,E�TION MITERED END SECTION _7 -- / 5 DON„NIDUS r-" r -r "0. PAD 3 - /6 9AR$ HEW tY,�MT FRONT V" MASONRY INALL DETAIL_ R ILUMN FDOT INDEX NO. 200 N. T. S. SEE SL AC TACT C TYPE "A" OR "B" 4 HOOP BAR (ARC) SAME SIZE AS SLAB REINFORCEMENT REQUIRED EXCEPT WHEN REPLACED BY PERIPHERAL REINFORCEMENT. TOP SLAB REINFORCING STEEL DIAGRAM a. 0 I Z = HOOKS REQUIRED - a 3 6" 0 �R vWi; �F jE - F 4' 0" 8" BRICK OR CONCRETE uj �N wgw it 0_ O Z N w w J 0 Z io ALTERNATE A ONE CAPGE #5 0 12" CTRS.. BOTH WAYS IN CENTER 1/3 OF CONCRETE WALL A-, 2' 0 COVER 'o•a �Ir 6" ! 5" 0 CONCRETE SUPPORT POST 10'-0"-- 3'-0• --- -- A I'- INLET TYPE 1 INLET TYPE 2 SYMMETRICAL ABOUT ct FDOT INDEX NO. 210 N.T.S. TYPE "A" OR #6 BARS ALL -LET EACH CORNER ■■■■■■■1 - tib � 1. .old � 1 • l � � � l _a *SEE SLAB TABLE �E )E PERIPHERAL BARS OR STRAIGHT END EMBEDMENTS MAY BE USED IN LIEU OF STANDARD HOOKS. �A DIMENSIONS DIAGONAL 6` 9.A .f Std.ra& S. RAMPS _ O X i A I e C I E C �E DOUBLE � SLABS ae 7.3 83 r d s' z 7_a z so 2. 1 4. 15 2'-7- 2.27 4.09 6.36 4.03 1.PIPE 22 4.63 7.2tT 8 -10 2.36 5.12 7.48_ 5.03 1.41 4.92_ 7.75 24' 3"-5 2.53 7.18' 9.71 7 03 1.73 5.50' 8.92 - � 9.25 i 17.75' 9.03' •KL 6.08 10.33 36' "_1' .87 11.31" 14. 1' 1 .0 ' 1 2'24 6.67' 11.75 t. b..k p.Mt f /21 .bp. 05 3.22 13.37' 6'-0" 245 10" 48 B-9• 25' 15.43 18.65 15.03 785'14.28 80.t a .td -11, aap rp.k.d for 2' -- - 11' _0 #7 0 6" CTRS. B.W. Nd -W d.p.. 0.04 .nd part 0.02 76.08' _'-2.8338_42" 3.56 19.49 23.11 19.03 3.00 I 9.00 17.50 NOTE : 'X' IS FROM CENTER TO CENTER OF DOUBLE PIPES S,E�TION MITERED END SECTION _7 -- / 5 DON„NIDUS r-" r -r "0. PAD 3 - /6 9AR$ HEW tY,�MT FRONT V" MASONRY INALL DETAIL_ R ILUMN FDOT INDEX NO. 200 N. T. S. SEE SL AC TACT C TYPE "A" OR "B" 4 HOOP BAR (ARC) SAME SIZE AS SLAB REINFORCEMENT REQUIRED EXCEPT WHEN REPLACED BY PERIPHERAL REINFORCEMENT. TOP SLAB REINFORCING STEEL DIAGRAM a. 0 I Z = HOOKS REQUIRED - a 3 6" 0 �R vWi; �F jE - F 4' 0" 8" BRICK OR CONCRETE uj �N wgw it 0_ O Z N w w J 0 Z io ALTERNATE A ONE CAPGE #5 0 12" CTRS.. BOTH WAYS IN CENTER 1/3 OF CONCRETE WALL A-, 2' 0 COVER 'o•a �Ir 6" ! 5" 0 CONCRETE SUPPORT POST 10'-0"-- 3'-0• --- -- A I'- INLET TYPE 1 INLET TYPE 2 SYMMETRICAL ABOUT ct FDOT INDEX NO. 210 N.T.S. TYPE "A" OR #6 BARS ALL -LET EACH CORNER ■■■■■■■1 - tib � 1. .old � 1 • l � � � l _a *SEE SLAB TABLE �E )E PERIPHERAL BARS OR STRAIGHT END EMBEDMENTS MAY BE USED IN LIEU OF STANDARD HOOKS. �A ALT. -T-- WIDTH DIAGONAL 6` 9.A .f Std.ra& S. RAMPS amps Only REINFORCING TOP & FLOOR - MIN. e x 6 0 6.R6. � 8. • a Mr O � SLABS ae 7.3 83 r d s' z 7_a z so 2. 1 4. - -8" , r� 3'-_6" M Romp. Fxo.ptl� Ok,q_d Ramo. \� 2' -D. 4 4.1 ' 5 4. 0 6.8 S.. #6 0 6" CTRS. B.W. 't 4-`qp ?"° _ 8" 6 4.5 10.3y 6 S.i 25' #6 '0 6" CTRS. B.W. e 5'-0" 6'-0" - -' 2' _27' estn / 6' b -r (.410') b-Dl.tm.. from hoot W6e .t «Q.rdt 6'-0" 8" P t. b..k p.Mt f /21 .bp. 0 6" CTRS. B.W. 6' 6'-0" rp it d for d1 10" PICTORIAL VIEW 25' "d• * 'I.P-. 7' OR 8' 6'-0" 6'-0" 80.t a .td -11, aap rp.k.d for 2' -- - 11' _0 #7 0 6" CTRS. B.W. Nd -W d.p.. 0.04 .nd part 0.02 K-0, D t T-.Mtbn '-a' 1 6'-a' Curb T f.n - -�-'I ! 2' 25' #7 0 4 1/2- Back Of SW. -&-- Top Of C rb F - 8,-o" 10" 1 2 15 {�S'd -S - _® '11i SECTION AA Mop Cl.b (Curb t out}ar Typo F Sh."n) 0.08 (Nor.) 0.04 ((yNt�rm.) oat (Mkt) 0.04 ( ", O.D2 aryn.) u. p N.t IN. th- 2' of Adl k« t -t, .d t m d rm. � �" � p m W CC and .tfhl. m tvdk Wt. z M Cro il, sifts and o -ft .tion vmy must w form to 4 121 Yin 4• T -M. D..qn S -d.,d . 0 co Q SECTION 88 JPES BARS INLET TYPE 11 FDOT INDEX NO. 210 N.T.S. AIT. A I.D. ALT. -T-- WIDTH B _-� MAX. LENGTH SLAB THICKNESS ALLOWABLE FILL OVER TOP SLAB REINFORCING TOP & FLOOR - MIN. - - MAX. O 0 C) � SLABS d c; - -8" , r� 3'-_6" UNLIMITED 2' _29' #6 0 6" CTRS. B.W. 't 4'-0" UNLIMITED _ 8" 2' 25' #6 '0 6" CTRS. B.W. 5'-0" 6'-0" 10" 2' _27' #7 6" CTRS. B.W. 6' 5'-0" 6'-0" 8" 2' 20' �#6 0 6" CTRS. B.W. 6' 6'-0" 6'-0" 10" 2' 25' #7 6" CTRS. B.W. 7' OR 8' 6'-0" 6'-0" 10" 2' -- - 11' _0 #7 0 6" CTRS. B.W. 00A 5'-0" 6'-0' 7'-0" 10" ! 2' 25' #7 0 4 1/2- .- 7'-0" 5'-0" 7 O: 8,-0" 8,-o" 10" 1 2 15 CTRS. B.W. #7 0 4 1/2" CTRS. B.W. - _® '11i - �' 0mi W LARGER BOXES REQUIRE SPECIAL DESIGN DETAILS 8" CONCRETE-�� BARS O 12" CTRS.------ VERT. TRS.----- -- VERT. BARS O 6" CTRS.----,` HORIZ. ALTERNATE B TYPE •J• STRUCTURE BOTTOM FOR INLETS, MANHOLES AND JUNCTION BOXES N.T.S. TYPICAL CURB CROSS SECTION N.T.S LV4" m z x C m Z Qin -m m co w O s 1' s _ 1_--.1 of �� Vz to � TYPE F CURB & GUTTER F.D.O.T. INDEX .#300 (SEE TYP. CURB CROSS SECTION FOR STAWLIZA11ON) SURFACE ON LOW SIDE OF PAVEMENT TO BE 1/4" ABOVE LIP OF GUTTER EXCEPT FC -2 TO BE 5/8" AND FC -3 TO BE 3/4" ABOVE LIP. SURFACE ON HIGH SIDE TO BE FLUSH WITH GUTTER. LI MIAMI CURB & GUTTER F.D.O.T. INDEX #300 (SEE M. CURB CROSS SECTION FOR STABIUZA-nON) CURB DETAILS N.T.S Z w .; _ 3'-6" i NLESS OTA ST= SHOWN PLANS I N I ALTERNATE B TYPE •J• STRUCTURE BOTTOM FOR INLETS, MANHOLES AND JUNCTION BOXES N.T.S. TYPICAL CURB CROSS SECTION N.T.S LV4" m z x C m Z Qin -m m co w O s 1' s _ 1_--.1 of �� Vz to � TYPE F CURB & GUTTER F.D.O.T. INDEX .#300 (SEE TYP. CURB CROSS SECTION FOR STAWLIZA11ON) SURFACE ON LOW SIDE OF PAVEMENT TO BE 1/4" ABOVE LIP OF GUTTER EXCEPT FC -2 TO BE 5/8" AND FC -3 TO BE 3/4" ABOVE LIP. SURFACE ON HIGH SIDE TO BE FLUSH WITH GUTTER. LI MIAMI CURB & GUTTER F.D.O.T. INDEX #300 (SEE M. CURB CROSS SECTION FOR STABIUZA-nON) CURB DETAILS N.T.S Z w Lj w O 0 C) d c; cl) w , r� a U) 't N til po � W W 0- a- 0 co C] (A S w W to (o d- U) d 00A cv .- Q z 0 mj _® '11i �' 0mi W u. m W CC z UN ZCC 4 4 0 co Q cc oc 0 un DOUBLE CHECK BAC,KFI-OW ,---BACK OF t PREVENTt�R ASSEMBLY R.O.W. OR BACK \, CURB 1" M►f�i, R.O.W. OR BACK - \ r r - '„ SERVICE LINE OF SIDEWA K EDGE OF r ---SERVICE LINE OF SIDEWALK SCH. 40 GALVANIZED �--E� E Or j- % ____ PAVEMENT / PAVEMENT / ,- � SERVICE PIPE & FITTINGS. -SERVICE I �. Il PROVIDE TEMPORARY _ "'� BOX BOX SUPPORTS AS REQUIRED: 4�i -41 1' BRASS i -1 BRASSC z � NOTES: CORPORATION — � CORPORATION ,--��� �� W w E 2' SDR9 POLY Z �---2" SDR9 POLY 1. IRRIGATION METERS REQUIRE A PRESSURE STOP STOP NOTES: 12" TO �0" VACUUM BREAKER. LLL , ABOVE GRADE j (� ---- WATER MAIN � � I j 1. IRRIGATION METERS REQUIRE A PRESSURE p V 2. METER SHALL BE INSTALLED BETWEEN CURB �— AND SIDEWALK. IN NO CASE SHALL IT BE PIAN WATER MAIN .VACUUM BREAKER. INSTALLED IN SIDEWALK OR OTHER PAVED PLAN 2. METER SHALL BE INSTALLED BETWEEN CURB D AREAS. AND SIDEWALK. IN NO CASE SHALL IT BE R. 0. W. OR INSTALLED IN SIDEWALK OR OTHER PAVED - 2 CORP. STOP 3. WHERE POSSIBLE METER ASSEMBLY SHALL BE r F BACK OF AREAS. �' c METER V �WINt� _ LOCATED ON THE PROLONGATION OF THE SIDEWALK -" R.O.W. OR m / - -- DOUBLE STRAP SADDLE T ACCESS I \ x �� COMMON SIDE L0, PROPERTY LINE. r_ ROAD /-BACK OF METER VIEWING BACK OF 3. INHERE PG�SiE3LE METER ASSEMBLY SHALE BE r ,URB ACCESS / - CORP.f -METER BOX WITH LID ROAD SIDEWALK - COMMON SIDE 1DETLiOTpPROPNRAYI F 'THE \ f 2' CSTOP / / ^„ r _ SET TO FINISHED GRADE � BACK �F �� CIL Cr � f 4 T10 G" --, ' CURB TE B WITH LID CL w t►� t - -METER LID �- METER OX 4. METER SHALL BE INSTALLED ON a- o , / SET TO rINI�HEG GRADE 4' TO 6' -"- i EXISTING w _, ;' \ NEW WATER LINE A YOKE ASSEMBLY TO CITY STANDARDS. WATER LINE t Q ` �. I �— k �� - - \ �, -METER LID ENi LY TA DS toll n 16" TO 24" I -� W w W _ . ; INSTALL P.V.C.PVPLUG ____-- _ tjt �L i � CURB STOP - UNTiL CONNECTION 16" TO 24' �, � � � INSTALL P.V.C. PLUG �� (LOCKING TYPE) -- �� — �, ¢ -IS MADE �~ _ UNTIL CONNECTION D d a - IS MADE i F: W -----r- �, CURB STOP :.,- I BRASS (LOCKING TYPE) v_ CORPORATION ; ' - DUAL CHECK BACKFLOW' i LOW - -i•- "-, -3/4" OR 1' METER r J DUAL CHECK BACKFLOW m `Q STOP ti PREVENTOR (SUPPLIED BRASS 1.- 3/4' OR PREVENTOR SUPPLIED WITH METER) CORPORATION 1" METER ( _ z ----SDR9 SER'V'ICE GOPPeR STOP - WITH METER} c(ti cv TI -IN VALVE MUST BE CLOSED AND DOUBLE STRAP - a 1" t."IN. Di A. �. N ( BRASS REMAIN LOCKED. CITY TO PR()VIDE SADDLE S' MAX "U" BRANCH LL�CKIf�G MECHANISM. VALVE= WILL BE _ I--� SADDLE STRAP --- �� PROFILE SADDLE �` 45' MAX `�M (DOUBLE SERVICE) OPERATED BY CITY PERSONNEL ONLY. _ SDR9 SERVICE COPPER ■ WATER MAIN __�� 11/2 MIN. DIA. WATER MAIN PROFILE pC TEMPORARY JUMPER CONNECTION TYPICAL POTABLE WATER SINGLE o F1.T.S. TYPICAL POTABLE WATER DOUBLE L SERVICE CONNECTION POR 3/4*& 1 M ETERS, :.T._. SERVICE CONNECTION FOR 3/4"& 1 METERS,�� a � Q J System Identification. To ensure that cross -connections between the reclaimed water 0 un FRAME AND COVER SHALL BE MACHINED lines and other lines do not occur, the reclaimed water lines will be color coded Z W USF NO. 227 OR APPROVED i MATING r _ T I pur'pie per City regulation. All reclaimed water systems shall exhibit readily 0!J : DE WAL, Q EQUAL _ 2s 3/4"-�! SURFACES INSIDE WALL "" identifiable "non -potable" r:otices, markings or codings. --A �--PRE--PRIMED JOINT SURFACES i ( 24 1 1 t2' (TYP.) SE 000000❑-_ F'RE-REPRE-MOLDED Identification. In �)t'der to preclude possible domestic water tapping, all installed �' U, T COVERS FLUSH 0n0000000 I 27" I PLASTIC JOINT underground sar)itary sewalt;e force mains shall be marked with a continuous yellow Q IN PAVED AREAS 00000n0000❑ �---- F : j JOINT SURFACES AT ELEVATIONS 000nooe00n00 _ 3 1/2"-----„� PROTEUJI CT/["EH 00n SAyI?ARY 0❑ sirtl)e 1()cated withitr the tol 9(! degrees of the pile or use underground tape nrcrrl:ed >,,, low SHOWN IN 000 SEW nnr i WRAPPER sewer force main. 1\lurkinS tape appropriately attached to ttte ford -main pipe may it \\ %� 00noonan000c (WRAPPER TO also be used to 11e1r of the pipe stripe. The tape shall include the words "Sc "Sewer t"()rCC �°A"" UNPAVED AREAS /\i\ anno0a0nn0❑ SECTION o00anc00❑ bF_ REMOVED) R Main". l p p l r �OCinOnC: _ r �O0 SQUEEZE -OUT N� REQUIRED AS REQU [RED N O TES: ' I -2 — NON PENETRATING _— , PICK HOLES 1 `FRAME WEIGHTS TO BE 220 SBS Cc LOS. OMPLETEJ --� 2 VER WEIGHTS TO 8F 170,�� �. ALTERNATE PRE --CAST TOPS: s COVER TO BE MARKED SANITARY SEWER'. 1!0IIN i WITH 4. FRAME AND COVER TO HAVE MACHINED SOUEEZE�--OUT 5" MIN. �' 0" < 1. APPROIv'ED ECCENTRIC CONE PLAhI SURFACES. � DESIGN MAY BE USED AS 5. WEIGHTS TG BE STAMPED ON FRAME AND SEAL COATING COVER. AN ALTERNATE. PER CITY Z_ APPROVED FLAT SLAB TO" CID STANDARDS -` _Aft MACRE USED AS AN MANHOLE FRAME AND COVER DETAIL MANHOLE JOINT DETAIL 6' 45' BEND--­,"� Iq� � ALTEI-�N ATE. Q' < �1 JOINT `----_._ N.T.S. (6" MIN. THICKNESS) _.. (T`r'P.) ( W� �� \ I ��---- Y" BRANCH W/6" SPUR �.------co 2" BALL VALVE*401 ! Ha_w 6" MIN. I4 c� %- .' / � I -- 6„ 45' BEND 0 co CONCRETE a FINISHED GRADE 2" THREADED CAP �- I IL' — V1 U 1 FILL �� > �/- E .V. C. PLUG o �5U Q r .� BENCHING co Q... n ` - 2" GALVANIZED SEWER MAIN - - nnU STEEL PIPE ---- E__._._-_-_ _ TEE SIZE VARIES 2 90' ELBOW -� _2" PRECAST ---- 2" GRAVEL OR 90' ELBOW MA�JNOLE 6" SERVICE LATERAL �- WALL az CRUSHED STONE METER BOX ! INFLUENT SEWER WITH COVER TSEE NOTE 3) CAST IN -- PLACE PRECAST CONC. BASE BRICK & MORTAR J -- --CONCRETE ENCASEMENT CONCRETE BA` iNTREGRAL WITH BCOTTOM 1C00�00o00o00 DAM 1/2 PIPE DIA. - ---- a - R/W -- FINISHED GRADE FINISHED GRADE R W h" "''�! , ' 00 0C,0000000 OF VERTICAL PIPE p / FROM MAIN - oc000CO 00 00( 6" OF GRAVEL CR T AT PROPERTY LINE AT PROPERTY" LINE ---- f" 0 NOTE: I ^�O ° n0 "�-_CRUSHED ROCK INLET CONNECTION -- -- DROP PIPE �.•�•..( BEDDING AS REQUIRED a . (SEE NOTE 1) t/J BALL VALVE TO BE BRONZE MANHOLE INVERT - SANITARY MANHOLE �_ -90 BEND�r,� i,• WITH 316 STAINLESS STEEL �• /� � �`/� 'j'` BALL AND STEM. 4 a _ -_� 2„ /%f //��/ .f/��/.� N \\1. ti� r �. �._3. - SHELF TO BE INTEGRAL I BLOWOFF VALVE WI TN PRECAST BASE ° _ ,�- TERMINAL DEPTH AS N.T.. - REQUIRED FOR "HOUSE" STANDARD DROP DETAIL SERVICE (3' MIN.-TYP.) Ln _; (n7 D PRECAST - 4'TO 6' DIA. SAi :TARY SEWER MANHOLE PRECAST — IN NO TE RINK ENCASE, MANHOLE IN NON -SHRINK GROUT � -. MANHOLE FLUSH WITH P,iA.NHOLE WALL ``' WALL .. •., CONCRETE BASE \ / TROWEL -FINISHED WALL CONCRETE BENCHING Fitt_ WITH - �- (SEE NUTS 2} SEE CONCRETE MANHOLE DETAIL �'- l SLOPE TO TERMINAL .. q}o m � !� FILL W rr T -- DEPTH AT 1.00 q MIN. O FOR DIMENSIONS OF CHANNEL STAINLESS STEEL P'JC OFr PVC OR DIP Z W �� PVC PIPE BAND --- -- DIP `. I �--SEWER MAIN (TYP.) W��, yv/) Com) STAINLESS STEEL v a r PIPE CLAMP ," 0) RESILIENT `> r a L? E N T I CONNECTOR �t SEE MANHOLE STANDARD PRECAST MANHOLE SPECIAL DETAIL FOR 24" DIAMETER NOTE: PER CITY OF WATER AND SEWERGUIDELINES. . I PVC, PIPE --__ � CONNECTION , � DETAILS PPE CONNECTION PIPE AND LARGER SINGLE ' NOTES: SII SANITARY SEWER SERVICE CONNECTIONU. I Lh 1. DROP PIPE AND FiTTIhGS SHALL BE OF EQUAL �,�.E AND MATERIAL AS � Q rdo?E: THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS N.T.S. Q I — PVC PIPE FLOW CHANNEL SHALL HAVE A MINIMUM SLOPE FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. • � � OF 0.30 FEET PER 100 FEET. NO STANDING 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WATER WILL HE ALLOWED r INFER?. WHICH HAVE AN INVERT 2' OR MORE ABOVE THE MAIN INVERT CHANNEL. 4. PENATRATIONS TO EXISTING MANHOLES SHALL BE COPE BORE _ z MANHOLE CHANNELIZATION DETAIL- CONNECTION DETAIL NOTE LOCA -170V_ TAPE) 4,1D � ADDMp PW EV- W f•r. 1._ MANHOLE GATEk?, SEt�E2, Ante 2Gt AiMEi? ktATEfZ z � f`-- t .T.S. LiQC-5 Pi✓� Ct-rY OF SAQF::09_D SP�Gti`tGATrG�E,tS. � � Uj W Qom` EDGE OF TRENCH (TYP.}- AREA FOR TEE AREA FOR PLUG AREA FOR PLUG CROSS WITH PLUG TEE WITH PLUG - AREA FOR DEGREE OF BEND CONCRETE THRUST BLOCK (TYP) UNDISTURBED ,41r �----EDGE OF TRENCH MATREIALS (TYP)__ I_* - (TYP.) I f �, WOOD FROM BOARD BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP) AREA FOR TEE "DEAD MAN" THRUST & RESTRAN TT --�� DIMENSIONS T- TIE RODS REQ'D NI A B C D DIA. N0. %' 7' \ fr r 6.8 TEE 14.8 AREA FOR 45 BEND 2.2 3.7 5.6 =1 . BENDS AREA FOR PLUG WYE AREA FOR TEE FOR PLUG ' --_ AREA FOR PLUG Y ALSO TYP. FOR __, _. - WOOD BLOCKING ' INDIVIDUAL PLUG (TYP.) TEE WITH END PLUGS CROSS WITH TWO PLUGS STEEL REINF.AROUND 4 BARS ALL - OFFSET (AS REQ'D) SEE NOTES MIN.2" UNDISTURBED SOIL TRENCH OUNDCPIPE. TYP. ) ! �, z'��� LIMITS 76" MIN. (TYP.) TRENCH ° EDGE OF CROSSCUT WIDTH z 4"x4"x1 /2" m Gq / Z p THRUST ¢ PLATE IN(TYP) - I.. -- " �TIELRODSEINCLUDING STEEL I` C(6 MIN) NUTS AND WASHERS (SEE SCHEDULE THRUST BLOCK �� � REINF. FITTING - - - -- -MECHANICAL JOINT 1 -" I AREA (SQ.FT.) r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� REQUIRED FOR MORE THAN 4' DEPTH BOX SHALL NOT REST ON VALVE OR PIPE AND SHALL BE ---- CENTERED ON NUT VALVE (TYPE AS SPECIFIED) NOTES: 1. COVER TO BE MARKED "WATER", "SEWER" OR "NPW". 2. VALVES SHALL NOT BE LOCATED IN STREET CURBS. T GATE VALVE & N.T.S. SCHEDULE '__ "DEAD MAN" THRUST & RESTRAN TT --�� DIMENSIONS T- TIE RODS REQ'D NI A B C D DIA. N0. ___4 90 BENDSQ. FT.) 2.0 4.0 6.8 10.3 14.8 > 45 BEND SQ.FT. 1.0 2.2 3.7 5.6 7.9 _ -- - 2" PORT WITH -22---1 �_. 0.5 1.1 1.9 2.8 4.0 _N 11 1/,4 BEND SQ.FT. 0.3 0.5 0.9 1.4 2.0 FITTINGS AND PIPE FOR NOTE: THRUST BLOCK AREAS COMPUTED ON BASIS OF _ LBS. PER SQ. FT. SOIL RESISTANCE BEARING (2,000 MIN. SCHEDULE FOR THRUST BLOCK AREAS FITTINGS PIPE SIZE (INCHES) PIPE- SIZE 6 8 10 12 8" DIA. OR 18" SQ. CONCRETE ___4 90 BENDSQ. FT.) 2.0 4.0 6.8 10.3 14.8 > 45 BEND SQ.FT. 1.0 2.2 3.7 5.6 7.9 _ -- - 2" PORT WITH -22---1 �_. 0.5 1.1 1.9 2.8 4.0 _N 11 1/,4 BEND SQ.FT. 0.3 0.5 0.9 1.4 2.0 FITTINGS AND PIPE FOR F7 TEEAND PLUG S_Q.FT. DESIGN PRESSURE(-P.S.I.) 1.4 150 2.8 150 4.8 150 1 7.3 1 150 10.5 150 NOTE: THRUST BLOCK AREAS COMPUTED ON BASIS OF LBS. (2,000 MIN.) PER SQ. FT. SOIL BEARING CAPACITY - MINIMUM LENGTH OF RESTRAINED PIPE TO BE INSTALLED ON EACH SIDE OF FITTING FITTINGS TO FINISHED GRADE PIPE- SIZE (INCHES) GROUT C) ---- I---�----- 8" DIA. OR 18" SQ. CONCRETE --- 1 90 BEND ------- L_ 45 BEND SCREW TYPE ADJUSTABLE W ? w --VALVE BOX WITH CAST IRON > 22 1 2 BEND_ 11 1 4 BEND o _ > BRANCH OR TEE -- - 2" PORT WITH 1 - DEAD ENDS -� NOTES: I WHERE PRACTICAL INSTALL FULL LENGTH JOINTS WITH TOTAL NUMBER OF JOINTS GREATER THAN TABLE AND FOR THE TOTAL EQUIVALENT LENGTH REQUIRED. 2. WHERE TWO OR MORE FITTINGS ARE TOGETHER USE FITTING WHICH YIELDS GREATEST NUMBER OF RESTRAINED JOINTS. 3. CONTRACTOR SHALL SUBMIT FOR REVIEW AND COMMENT. DRAWINGS FOR RESTRAINED JOINT SYSTEM. ENGINEER APPROVED SHOP DRAWINGS TO BE SUBMITTED TO THE CITY 4. THRUST BLOCK ,AND RESTRAINING SEWER AND WATER MAIN SCHEDULES SHALL BE COMPLETED BY THE ENGINEER, BASED ON ALL DESIGN CONSIDERATIONS INCLUDING BU? NOT LIMITED TO THE FOLLOWING: PIPE, SOIL BEARING CAPACITY, SOIL TYPE, DEPTH OF COVER, TEST PRESSURE, LAYING CONDITIONS, SAFETY FACTOR. SET TOP OF VALVE BOX 0 TO FINISHED GRADE a 3" CLEAR GROUT C) 8" DIA. OR 18" SQ. CONCRETE j COLLAR (IN UNPAVED AREAS ONLY); SCREW TYPE ADJUSTABLE W ? w --VALVE BOX WITH CAST IRON > COVER o > IM -- - 2" PORT WITH 1 4 ' 0 b CONCRETE SUPPORT PAD BOX DETAIL. COMPACTED BACKFILL THIS PORTION TO BE OR OTHER FINISH CUT AND REMOVED _ Bd SCREENED FINISH -, IZSSEE NOTE t) . , ` 6 x 6 - 6/6 WWF. - --� COMPACTED/r� 1 COMPACTED AS SELECT �� �• t BACKFILL REQUIRED MATER!AL Bc ` �/-Bc f4 6* MIN - X12" I / (6" MIN) MIN. BRACING �- Sc /4 COMPACTED BACKFILL N z (4" MIN) AS SELECTED FOR • • BEDDING TYPEo CONCRETE ' '-CONCRETE -- SHEETING Bc /2 f - -+ -7 - Bc /2 PIPE BELLol oo - -- - •. Bc /4oo (4" MEN.) - s� i4 - t - T•. T '' 4" MIN. ol --- - "'W -UN ( ) ---�� I i, �- aDISTURBED ' Bc /4 (6" MIN.) �owl lo PIPE BELL 7COMPACTED GRANULAR BEDDING MATERIAL Bd CONCRETE CRADLE I CONCRETE ARCH (SEE NOTE 1) ENCASEMENT P OTECTIVE CONCRETE SLAB I SHEETED TRENCH CLASS "A" BEDDING -SPECIAL CONDITIONS - SPECIAL DETAI! BEDDING AND TRENCHING NOTES 1. Bc PIPE O.D. Bd TRENCH WIDTH AT TOP OF PIPE MAX Bd Bc + 24" MIN. Sc MAX. DIM. OF BELL + 8" (UNSHEETED TRENCH) Bd MAX. DIM. OF BELL + 12" (SHEETED TRENCH) 30 r f a �\ - SEE NOTE 1) •`�' 3 V M� 'moi, >'' \COMPACTED 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL = F to I L\ BACKFILL SHALL BE AS REQUIRED TO REACH SUITABLE 0 � a �� Bc � FOUNDATION FOR NON - CUSHIONING MATERIAL, 6 DEPTH SHALL BE 6" BELOW BOTTOM OF UTILITY In V)Q - COMPACTED 3. SHEETING SHALL BE DRIVEN BELOW THE r SELECT MATERIAL UTILITY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL F z �I� WERE DRIVEN BELOW PIPE INVERT SHEETING SHALL BE CUT OFF A MINIMUM OF 12" ABOVE TOP OF PIPE. OR HIGHER AS AUTHORIZED BY i Bc /2 THE ENGINEER, AND LEFT IN PLACE IN NO SEE NOTE 2 CASE SHALL SHEETING LEFT IN PLACE EXTEND UNDISTURBED HIGHER THAN 30" BELOW SURFACE GRADE SOIL - UNLESS SPECIFICALLY APPROVED. BRACING _� SHALL BE PROVIDED. PIPE BELL I COMPACTED GRANULAR 4. PROTECTIVE: CONCRETE SLABS ARE REQUIRED 0.6 Bc (TOTAL) BEDDING MATERIAL WHENEVER DEPTH OF COVER IS LESS THAN 36" G 5. BACKFILL TO BE COMPACTED TO 98% DENSITY s NORMAL TRENCH BEDDING OF AASHTO T180 IN AREAS TO BE PAVED AND 95% IN OTHERS CLASS "B" BEDDING -NORMAL CONDITIONS PIPE BEDDING,& TRENCHING DETAILS. N.T.S. 6„ 0. D. PIPE 6„ AS REQUIRED HYDRANT OPER. NUT PUMPER NOZZLE FACING STREET CONCRETE COLLAR- SAME AS I- '.VALVE & VALVE BOX DETAIL" U) I � � COMPACTED BACKFILLI AS REQUIRED 00 FINISHED GRADE 3" E VANE BOX- SAME AS "VALVE I z III I I I, & VALVE Box DETAIL, `-� UNDISTURBED SOIL- M.J. GATE VALVE � 6" MIN. M.J. TEE 0 e o 0 DRAINS c5z> n c 4) � mC� Gs�� dS`6 ®��oa THRUST BLOCK o ®�,Qo d a ��,� WATER MAIN 8 CF. OF GRAVEL c.� _�� o e " -SUPPORT BLOCK . OR CRUSHED STONE " o a o m 4-5/8 GALV. FOR DRAIN SUMP TIE RODS 0 90' (2 RODS MIN.) NOTES: 1. HYDRANT TO BE LOCATED 4' TO 8' FROM EDGE OF PAVEMENT. Z 2. FIRE HYDRANTS CAN NOT BE LOCATED WITHIN THE RADIUS OF STREET CORNERS. 3. VALVE BOX SHALL BE SCREW TYPE ADJUSTABLE AND COVER SHALL BE MARKED:" WATER". 4. HYDRANT TO BE PAINTED WITH DUPONT 7744-D. Q acwj FIRE HYDRANT DETAIL 0 14 N.T.S. .J L. W Ift --- -- SURFACE REPLACEMENT TO BE CONSISTENT WITH `. EXISTING MATERIAL AND OF EQUAL THICKNESS O BUT IN NO CASE LESS THAN 2" TOTAL ASPHALT Q LL THICKNESS. Z ul a TRENCH WIDTH (W) + 4' r EXIST. ASPHALTIC T--1 -SURFACE REPLACEMENT/ CONCRETE SURFACE LLO i /r + t 2T (12" MIN�i� 1" Fw / :2� L j 1. 5' 3E SURFACE JOINT TO BE I MECHANICALLY SAW CUT roI TRENCH WIDTH `-- REPLACEMENT BASE MATERIAL TO BE j LiMEROCK, OR PUG MIX. TRENCH WALL 12" 1 VARIES j 12" - UTILITY PIPE NOTES: 1. BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98% DENSITY PER AASHTO T - 180 MODIFIED PROCTER. 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY. STANDARD ROADWAY OPEN CUT DETAI b FIFL b STORM or WATER LINE FULL ENCASEMENT VER LINE �- STORM or I / WATER UNE 3" MIN. _-- SAND + CUSHION FULL CONCRETE ENCASEMENT 2500 P.S.I. CONCRETE��_ _ �10'-0" 10'-0'� SEWER LINE CRETE ENCASEMENT N.T.S. N.T.S. I �- EXISTING FlNISHED GRADE - 4" max. PREMOLDED PLASnC JOINT FILLER PIPE PLUG (TYP.}- 2" NIPPLE 2" BALL OR PLUG VALVE --- CUT OUT FOR FORCE MAIN AS REQUIRED - 4' ID PRECAST MANHOLE --'� / co C4 co � . • 0 O I 0 CQ 0 a 0 UA+ CD 0* z F-•-"•� I Msi TYPI COVER MANHOLE FRAME AND 0 a cr 0 (n GROUT C) Cv Ili --- 2" COMBINATION VACUM RELEASE VALVE Cl -- - 2" PORT WITH THREADED PLUG. FITTINGS AND PIPE FOR ARV SHALL BE BRASS x U- c. _j v; �.6 6" BEDDING ROCK --� '- 8"x16" REINFORCED CONCRETE FOOTING - STAINLESS STEEL SERVICE SADDLE TYPICAL DETAIL 2" NIPPLE - /---GROUT 2"-90 ELL. 2"-90 ELL.. FITTINGS AND 2" BRASS PIPE PIPING FOR ARV SHALL BE BRASS ------ 2" UNION" CORP. 2 ORP SOP OFFSET INSTALLATION NOTES: - 1 . FRAME WEIGHT TO BE 215 LBS. 2. COVER WEIGHT TO BE 14,0 LBS. 3. WEIGHTS TO BE STAMPED ON FRAME AND COVER. 4- COVER TO BE MARKED = CITY OF&1 ORD AIR RELEASE AIR/VACUUM RELEASE DET N. T. S. a cr 0 (n C En CT t C^; Cv Ili Cl x U- C i -D LSL W < X w