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HomeMy WebLinkAbout2009 The Pointe at Chessers Gap Preliminary Plat (Box 8 #10)SC�CTION S BASTIA I I\ H GH N S �✓ BA IAN C] � H DS j PROJECT LOCATION SEBASTIAN-� // ESSER'S y HIGHLAND CHESSER'S GAP w 3�: GAP J UJ O U � G� U � U , SEBASTIAN HIGHLANDS VICINITY MAP PRELIMINARY PLAT SHEET INDEX Cl COVER SHEET C2 PRELIMINARY PLAT SITE C3 PRELIMINARY PLAT DRAINAGE C4 PRELIMINARY PLAT UTILITY C5 OFF -SITE IMPROVEMENT PLAN 131 is r H �A iomi vn.ass..s=. ,a. � SErHmE"k TOWNSHIP 31—S7 hi CITY OF SEBASTIAN FLORIDA i ENGINEERING, INC. CONSULTING ENGINEERING MOIA BOWLES VILLAMIZAR & ASSOCIATES CONSULTING ENGINEERS — CA #3728 PHONE (772) 569-0035 2455 -14TH AVENUE VERO BEACH, FLORIDA 32960 FAX (772) 778-3617 CHESSER'S GAP, L.L.C. MR. RICHARD JONES 190 CONGRESS PARK DRIVE SUITE 180 DELRAY BEACH, FLORIDA 33445 (561) 274-4210 HOUSTON7 SCHULKE7 LITTLE AND STODDARD. INC: � 1717 INDIAN RIVER BOULEVARD SUITE 202C VERO BEACH, FLORIDA 32960 (772) 794-1213 F- z w O U m W - U) O 0 of w a aN M �t LO t0 O L O I rn N N O = U m >- cI O i ul _II M O Z � Ih _ O , tr SCALE. NOT TO SCALE j W !; SITE INFORMATION`, W fn �, : �.. z ^r OWNER/DEVELOPI'# j n Z �w_ a 1 CHESSER'S GAP L.L.C.Z V 0 U MR. RICHARD JONES ri 190 CONGRESS O PARK"EJRIVE, STE. 180 W DELRAY BEACH, FLOhIbA 33445 ® (n PHONE: 561 274 4�10 ENGINEER .bt RECORD Q o MBV ENGINEERIN , INC. Z 06 N 2455 14TH AVENUE VERO BEACN;`PLORIDA I- �/ N 32960 772-569-0035 J 0 Q 0 SURVEYOR ` r N o HOUSTON, SHULKE, BITTLE AND (J� U STODDARD, INC. 1717, RIVER BLVD. z O ! m SUITEI20IAN 2C _I VERO BEACH FL 32960 772-567-7552 0 > w j SITE ADDRESS W z j SOUTH FLEMING STREET -I Z w SEBASTIAN, FLORIDA 32958 > w Z PROJECT DESCRIPTION >0 (� THE PROPOSED PROJECT IS A 116 LOT RESIDENTIAL (Y] Z = PLANNED UNIT DEVELOPMENT. THE MINIMUM LOT SIZE IS J 25' x 75' (1,875 S.F.). THE PROPOSED TOWNHOME Q D DEVELOPMENT WILL ACCOMMODATE SINGLE FAMILY ZO RESIDENCES (APPROXIMATELY 1,250 S.F.) CO cli C f'1..400i3 -Z O N E -. THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE Y - j PER F.I.R.M. PANEL No. 12061CO078 E, DATED MAY 4, 1989. i WATER SOURCE INDIAN RIVER COUNTY UTILITIES WATER MAIN SEWER SOURCE INDIAN RIVER COUNTY UTILITIES GRAVITY SEWER MAIN W TAX PARCEL I.D. NUMBER(S) j 31-38-13-00000-1000-00001.5 "'' BUILDING DATA MAXIMUM BLDG. COVERAGE = 407. MINIMUM OPEN SPACE = 50% ZONING LAND USE PUD-C/RM-8 CG SITE DATA TOTAL SITE AREA = 14.50 AC TOTAL NO. OF UNITS = 116 DENSITY = 8 UNITS PER ACRE PERMITS REQUIRED ICL CITY OF SEBASTIAN PUD APPROVAL CITY OF SEBASTIAN RIGHT-OF-WAY PERMIT INDIAN RIVER COUNTY UTILITY PERMIT S.J.R.W.M.D. 40C-42 STORMWATER PERMIT FDEP WATER DISTRIBUTION PERMIT ❑ awcE A maA, N'_ PE #47529 ❑ AAwN J. mvLE4 FL PE FDEP WASTEWATER COLLECTION PERMIT FDEP NOTICE OF INTENT i � o o LL � OC ZW z OU Q �U) V) � Q wW m �v O U j i EXHIBIT A 1 ,'cl PE #55313 , ROWRT £ LE -ON R_ PC 7.45 jM 21 2� SHEET JAN 2 2 2009 cl t of 5 - 06-295 COMMON AREA (TYP TRACT 1E / 6.63 AC 1 (OCCUPIED) ¶ SFIBAS� Jl i�LV !C] G S 14 PLAT BOOK Q9 PAGE 43 LEGAL DESCRIPTION (OCCUPIED N�9'39'54"E 350.00' SITE INFORMATION NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13-31-38 f A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF SECTION 13, :� - — TOWNSHIP 31 SOUTH, RANGE 38 EAST, CITY OF SEBASTIAN, INDIAN RIVER ' s6"E N00'05-r— t BANK 4 04•' COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: : APPROXIMATE TO-�--��----`__�- / �_�_ ._..._.-. -� '' Al h-' _ _ _GHT OF WAY APPROXIMAT£ EDGE OF ._ (TYP) -'� �UP Or g\ ____ NK I 0� SOUTH FLEMING STREET, AS SHOWN ON MMENCING AT THE EAST END OF THE THE PLAT THERLY IOF CHESSER'S COMMON A E� - / -^�_- — _ _-- _-� --- _— --- --__ _.___.._ _ ______ __ -- --__ __ _____ - __ M _ GAP SUBDIVISION PHASE 1 RECORDED IN PLAT BOOK 13 PAGE 76 OF / COMMON AREA; (TYP TRACT E APPROXIMATE EDGE OF W it E� THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; / COMMON AR A TYP ! r TR...ACT .,_. E„-_ E } "'�----•--,.__.__- THENCE N82'42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY 128.59 FDGE OF WATER -__-- f (3/24/06, 6.63 AC -- TRACT E — FEET, TO THE POINT OF BEGINNING; _ 6.6J A`, / \ THENCE CONTINUE N82'42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY, -z�� / —_� \ 34.29 FEET, TO A POINT OF CURVATURE; Nss y3 20 24 w °�� PROPERTY THENCE WESTERLY ALONG SAID NORTHERLY RIGHT OF WAY, ALONG \ / lot t2o.14. ` BOUNDARY( .) \ I THE ARC OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF LOT6� \ sos, 600.00 FEET AND A DELTA ANGLE OF 11'00'00", 115.19 FEET; 9 �Z' 05 �Y 32.53' �- / oe \ / \ I THENCE N71'42 25"W, ALONG SAID NORTHERLY RIGHT OF WAY 530.00 �/1L1Lll��?J���� v�111i 66°� yp /^Z"' 2R,75.0a N78p0'4j^ \ 1)�r FEET, TO A POINT OF CURVATURE; ti° o \\ 'R \ s t t �'� / '•L'-''� I irM) THENCE NORTHWESTERLY, ALONG SAID NORTHERLY RIGHT OF WAY, ALONG 9 `�(� / e /ti >` 6 \ �- ., : THE ARC OF A CURVE, CONCAVE TO THE NORTHWEST, HAVING A RADIUS `l- 5' / ° \ � 40 (j•1,S\ 53.40' 6.02' ' . 0 M. �iC h / \ 553a 7• ~° OS 0178.35 ,7'0917 N88'40'01"w - 0 r°•-� ��� SKY 91 39.42' - `\ �j , j j l j (OCCUPIED) \ 6 2 3t 724 , _ _ _ a 9 _� p N8aao'o1"w _�li 1�IL1l�.It��l'.�.1_}� OF 700.00 FEET AND A DELTA ANGLE OF 20'00'00", 244.35 FEET; 1� l�J�j� 1i /� \`' THENCE N51'42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY, 11.29 FEET: y /�/ \?sQo j CO � ` �A\ / ho�O j OR N78do $ �7'S� r �+ R�`�. 66' a + i R 24g6�s33g• c^ t\ /h' x VO \ •, N J , ��Od \ \ o.00 68131 s� \ EXITING LAKE — AVERAGE WA " �00 �A \? \`\\ ,° �, °� ` zs \ _ ?s•oo�r \ •', 8 TES I THENCE LEAVING SAID NORTHERLY RIGHT OF WAY, N37'10'14 E, 164.84 /o %o / a / It;.1 500 \_ \ ! $� 25.0p� ysoo'r- \ \ \ ELEV.--17.6 FEET, TO A POINT OF CURVATURE; ° ° y ° `'r % z \$' \ / I THENCE NORTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE Co.�h 8, a P 26R o Ns g \s'�, \ I N/ $I / 2s.`• ,� / \\ \\ ryh, / N N \ ���-� z \ ��/kQJ \ F____ / �,/ b oo'r \ WEST, HAVING A RADIUS OF 68.99 FEET AND A DELTA ANGLE OF i \`s i \y ,-� `� 1 �'25°� �°o \�' \ $19Sf « 1, 44 *ems a! N/ $1 ?s.00-� _� \ \ \� ` 21' 38'55", 26.07 FEET; \°° �'� \ n 1� 6 \ 87s sF ! 4 e_ I h pl ?s•oor? `� f� ("� /� [, THENCE N51'42'25"W 434.42 FEET TO A POINT ON THE SOUTHEAST /ryho° �X fo^y i ,� +,� \ ,� ��6 \. \�, \ \ o\ I ! rs> 3 11 N/ of ! \ �. \ TRACT t '1 L✓ T AREA t� E , / p 2 \8. 'j ale \�� s\ /' s sF 4 +-_ / ai/ A / \ \tih'/ ,tiy,° \ 5 ��od \• \ \�,, sf \ \o \ /'� :.[ / 1.8>s2 / " $/ \ `� LINE OF LOT 1, CHESSER'S GAP SUBDIVISION PHASE 1, AS SHOWN ON i-t 25• \g \ \ a15 \� s _ ��, \ �. \�, \ \ /$ c/ ;� 11,87s I y _�_ "j a'o THE PLAT THEREOF RECORDED IN PLAT BOOK 13 PAGE 76 OF THE % h '- 00 \. \ i Sf \ \ •, ml l SF / 1 0 ` q� ! d (� j� (� (� p) A r , , h 25 \$ \ i� \ �$ y \ \�' \ \ J J voiJ m'7 I '87S Sr- 1 39 `y \ �r r/'9/, TRACT iti+T 11 V• 25 AV STORMIW TE(\ MANAGEMENT PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; `\�' \ ti/ v` i �O -v ��sf \ s - SOUTHEAST LOT IN N 35 237 01 FEET, ?sC'25�0 \$. \ \ �91 Ca \ \\ \ 2�°� 1 1 / R/ cl ?1 18>S F 1 n \ oa/L� � ��� TRACT D a 91 AC RECRE ON 'AREA OEACPOANTO OF CURVATURE; T LINE, 38'17, "E, F T, \d�Fi , O y�` �� n\ \G \oc+ i��' �5 SF \ \o \ \ yi �S.QO• l / / h� ep/ / ( /� F • /ryh• x ^h d', ! \ \o, \ �� \ �81 C� \s \ \ tea - - c�2s.00' i / $I aTl /oo \ ro a� /�\?s \ o ` h. / ? '� 51 5E \ \ \ \ L� - t�2s I 1 I /,tih �'\ A ,y I THENCE LEAVING SAID SOUTHEAST LOT LINE, NORTHEASTERLY ALONG It/ s ` \� �% _00• I �, \ q TRACT C 0.08 AC EMERG CY ACCESS THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS \� \\ , �� TRACT 'D' \ ,,- \ $,5 C \� \ , 0 �_2g. / e /� p OF 65.00 FEET AND A DELTA ANGLE OF 32°20'33 , 36.69 FEET, TO A h�y��• ,c\ [''\\ '� 555f \< g \ \ �,L �� �•1�soo I l / \\ °°/ ss a? q�: TRACT D 3 �-7 AC UTILIT ND ACCESS EASEMENT POINT OF REVERSE CURVATURE; \ (\ 11 \ 8 / ? \ \ 15 Cip \ \ i 2g _ 0p, / / \ hY �\ \OS O +, h \\ ryh; sue` ROW TYP 5 y' 3 0 1 \ '1 2s 'ss�p\X , /T?\ S"S THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO / ( } TRACT E 6.63 AC COM ' ACT D M N AREA ro536_2,' ,h , , ♦ THE NORTHWEST, HAVING A RADIUS OF 90.00 FEET, AND A DELTA %�es�\\, T\ g��-y' / R,9.°5 96•,�'4 ROW — �; 8js' ; `�" /',� RESIDENTIAL 3.16 AC RESID N IAL AREAS ANGLE OF 27'08'06", 42.62 FEET, TO A POINT OF REVERSE CURVATURE; h°ra/ oo\ \ �+ THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO `�\ o / /•'s S \ / T 0� R — — 3 \ 0 / THE SOUTHEAST, HAVING A RADIUS OF 40.00 FEET AND A DELTA ANGLE o / /� �s 6 X ! \ 3 : �� -31, �� / t3i ss� �o / ,h°. s, / %\ /o° �\ ... �� R \ •C h°i p / `\ ,yhi `6�\ \ \ I t OF 47'09'33", 32.92 FEET; `\CD / / \ so\ �� 3 \? r h / , S \ r > \ - THENCE S89'20'24"E, 36.88 FEET; �\ of \�, i /m��B�sS r ;��R \�`'\" THENCE S53'08'06"E, 54.63 FEET, TO A POINT ON THE ARC OF A CURVE, RECREATION o \ / /� °\ , 25� T zs.002,-oo-� ---,_ �\ SAID POINT LYING N12'S1'34" FROM THE RADIUS POINT OF SAID CURVE; / TRACT B , / , a I I ?5.00 T— , , / . , \ \-, \ ,\.� \\� , /�, •s�sg x\ �/ / I I , I I 2s.00 \ ` / h"/ s / \ tp/ \ THENCE EASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE �+ \ / / s�. / / hoi / \ hY . \ (CLUBHOUSE} t `f ,o° , \ ryh/ ^ h I ,1I 1 I , ,� ��s r / S \'iy \ \ r"� SOUTH, HAVING A RADIUS OF 75.00 FEET AND A DELTA ANGLE OF / /p sSS \ / / / / \ to `� '� I \ ` \� / a / s,sS / \ \ THENCE S78 00'41FEE 23.49 FEET, TO A POINT ON THE ARC OF A CURVE, .91 AC106 I 1 I I �I / \ �o. / ;, / \ - t SAID POINT LYING N50'58'32"W, FROM THE RADIUS POINT OF SAID CURVE; 1,875 SFI 1805�� 19750sFI 102 1 i �\ / or cv tt�'--11 THENCE NORTHERLY EASTERLY AND SOUTHERLY ALONG THE ARC OF A 1.e7� sF I 101 I �` s0o�\ \ .� �i (p , ro �-----+____ 1 s7s sF1 t 875 sFl /O' \ \\?s i i CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 55.00 FEET AND X h o fg r +----� _ /`' / \ �` s �, . , / _ \ A DELTA ANGLE OF 125'09'14" 120.14 FEET, TO A POINT ON THE ARC Is, N I.s I,s 8 rg ro / / ?s �. s, �s _ , \ I IN a Iva o I / :.� ,--- 1-- 01 , ss, 'sue F'h .c ti \so \\ �/ \ i 2soo' I 2s.00' 12s.00' IN IN I i e,0 / \ s3 r---`,�osa N, bl ` g O ' OF A CURVE, SAID POINT LYING N15°49 21"W FROM THE RADIUS POINT OF s� TRACT D ��, .� \ �,A. Owe x� L— 2s.00' I ? I s O / s\ ?F g Hurl Nt \ °� I SAID CURVE; F'I'9iOi \ -. '6 >�F / / //y°o \ \� �$�`'i o• g�/ 22.0 - L--__ L_s'°o'_i 2s.00_I A_ \\ sue / h oo�\ \ �N '`� � t o�� THENCE EASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE ROW (TYP} 1. \s ,• / \ ti /o° \ /, 9 T� 25.0o•_� ` 3 I SOUTH, HAVING A RADIUS OF 178.34 FEET AND A DELTA ANGLE OF /�\ \°e, O\x/ \ i •�.,'^' �., +... �, s, ..,rem ?\ \ 1 50.aa--F--- 1 m J _ / \ \ O 5 / \as Y �., ,n„ / x s / a/ s \ t -- Yr11 0 , �` ' ( 17'09'21 53.40 FEET; \ 3dR ,�/ye°a \\so \\ %/ �°�O. ry°'�°i �.r'm•>,', C��s ti/ \\\ //!s 9 ig� oO /�\ \ .p \ 10 �1 N vr I THENCE S88'40'01 "E, 56.02 FEET, TO A POINT OF CURVATURE; \ / \ \sue \ / , v0 8 ?� t cr THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO 3� / \?� Y 1rc>�ier ', \K pj / \ .£o / °°•\ o o, - 25.Og__, ' I \s \\ ���// \o° tih/ f�.:. 17,0 7°'' \\�so i \\\ % �8 9 �$ ; \ oo a� rr So•s4:--- -- of �'� THE SOUTHWEST, HAVING A RADIUS OF 20.00 FEET AND A DELTA ANGLE 7g. / < ° \ i / 19.0 ?4 �► �o > > \ w , , of OF 34'06'39", 11.91 FEET, TO A POINT OF REVERSE CURVATURE; ���oo °d s. i �� :. '`• �,,`'�j c\?s h°o/ \\\ S�� �?s �.� �N o 1� t'� �I al THENCE EASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE R / / \\os \•�/ \ �i' ,0 7,0,E \� \X 's,96 ir/ 1N so.84= 1}35.00_4 I NORTH, HAVING A RADIUS OF 80.00 FEET AND A DELTA ANGLE OF ss� ki \' I 68'13'18", 95.26 FEET, TO A POINT OF REVERSE CURVATURE; �' +a \�?s tih/ \ , `q to rn �t ��THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO \ o I \Y \\ �i �' / \ '+, �� / bi \ 's,sS % �N Nei NI f t n THE SOUTHEAST, HAVING A RADIUS OF 20.00 FEET AND A DELTA ANGLE ��� ` \ n m \?s Y `� \2s °/ \/ N 5084__-1 25.0�_� j I t OF 34'06'39". 11.91 FEET; g a �� �h / '• `Oo iy \y----- 1 i--1 �i THENCE S88'40'01"E, 39.42 FEET, TO A POINT OF CURVATURE; ��� / \ \ W \„/ •c oo/ f l ( THENCE SOUTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO I \���• rye/ Ke MM N / ARE/ T� l r` THE SOUTHWEST, HAVING A RADIUS OF 248.67 FEET, AND A DELTA / \ 0°1° �" ___� r� \"/ r� i R C f ( ANGLE OF 37'38'40", 163.38 FEET; _ ___ _ , _ T E G , ®�`\ (�,��� / \PROPOSED 4' WIDE I _ / A . I l ( THENCE S50'55'05"E, 182.22 FEET, TO A POINT OF CURVATURE; CONCRETE WALK r �$4 1` 8, $ ?s ! ��' J$ g084"�� 6.63 A(;1 THENCE SOUTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE \ •� l" soe4r o " +d I �� / I WEST, HAVING A RADIUS OF 181.00 FEET AND A DELTA ANGLE OF 1 rill 25�N�j E BOUNDARY LINE OF / Jd " J ! / ��� r / k-- 68'S5'55", 217.76 FEET; ti, !a, `� / ! A� m IPA \ I 1 50.84 _— , + ; , POND CONVEYANCE TO ?s�,�, g° ;$ �'��; �' $/ �, „ _ I THENCE S18'00'50 W, 172.09 FEET, TO A POINT OF CURVATURE; d1 $1 f / -�.84, `7/ n / ! / c THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE �1 1 CHESSER'S GAP POA ,� M [ ", ;" 4�_?s°o.; I _ ' �C 1 EAST, HAVING A RADIUS OF 174.50 FEET AND A DELTA ANGLE OF / \ to �� 1 al l / Mo `V �� ^&' J `V �C 59'55'24 182,50 FEET, TO A POINT OF REVERSE CURVATURE; � �� � n N,. / r f .... �i % \ ,` _ 50.8 �? $i �i ?S.06 ro °O� o '��5$�` m / $� / J.• -i `j- ®� ������� \ ' o� �' jN I y �so8``` "j �� �� ��?soo /' z 1 I THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 210.50 FEET AND A DELTA ANGLE OF __ / rn>,� No / '� �, P' 158'27'57" 214.80 FEET; 7 inla [ ?s,�^ I �? l >: ^ I °'='1 I THENCE S16'33'23"W 29.17 FEET TO THE POINT OF BEGINNING. _ -• 1`n 1 bl � � /o °p � ��4• ro I �/ o h n. c � �. , 91 / �84 vi �� N o '•• n i ° s f l l l l� ^'l J J"?S,p. ^r / A o a� i 10 II P / ` / ro_ SAID PARCEL CONTAINS 15.78 ACRES AND IS SUBJECT TO RESERVATIONS, a / i� 1 _ A� J °�_^ �j - RESTRICTIONS AND EASEM TS OF CORD. 2s.00'_� [ ,� / Ate_ N / �y z / TRI TIONS N EN RE / rye• N / 47 pnIN _5o.aa_ . --� "_ _ �' (o ?s5 a'/ J Jo '�' `o/ 414 '!' /O / �`084• N / / JI J `` s �? / Qo_. G A RIP , � � � Q � LEGAL DESCRIPTION: (POND. CONVEYANCE) TRACT A / ,� / [[ ?o°A� o _ l,` J I h /+� . i'►i.,,R /$ 1 �soe4 N / ' a ! ��' / ? $ 10 _ _ I A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF SECTION 13, /" $ a m �� 5 " I.. \ \ STORMWATER POND �� �/ 1 ?soo^��' I� j �� l °D "/ IB�N S / M TOWNSHIP 31 SOUTH, RANGE 30 EAST, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, `., / ' . w J "/ $/ T_ ;n OF (+ F \ Q•2� AC /::: w o / 18j3�y�� ■,1 / 25 's �,' A`� / ;, N t��_ Nam/ y fip J'N I FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ! �� o ?s, '� w m .t 2g I / COMMENCING AT THE EAST END OF THE NORTHERLY RIGHT OF WAY OF ry%I zg�,�s r+ % CO^h ���� �.i / SOUTH FLEMING STREET, AS SHOWN ON THE PLAT OF CHESSER'S GAP SUBDIVISION a \ '�ft ft ' r/ sss/ 1 >`�.'-� [ ?S�'�/� o°/ I J ibOMMON /� P cv PHASE 1, RECORDED IN PLAT BOOK 13, PAGE 76, OF THE PUBLIC RECORDS OF COMMON AREA (TYP ,��10 ,/ �/ , / 1m>g6 ! r..,, 4;gOg4, a AREA (TYf I) r) INDIAN RIVER COUNTY, FLORIDA; \T• h h \ �, � s • • � ?s.00, 1 7 � o �-� � �,� /�" n h �� / I j - ' / TRACT E THENCE N82'42 25 W, ALONG SAID NORTHERLY RIGHT OF WAY 162.88 FEET, TO A LR/1wT E /;:•:' /\ R 08R \ / / ��1J s>gsF% �8�y l$ I �3� �,?soo' % �Is w�' �� I --, POINT OF CURVATURE; ?s h r, 6 63 AC ' > o , a/ sF/ h� .�+ h ' 0o r� s • n o yr I o� LT I THENCE NORTHWESTERLY ALONG SAID NORTHERLY RIGHT OF WAY, ALONG THE ARC �o•a :./ / >�s �\ L�?moo• wj . / / ���'1 �y • / �8\ w I E EMENT I� N� ; �; I f_> OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 600.00 FEET _10-`� C ?g / °3/ �/ I 7 ��. OOr r� (T P. IN NI , \ o�+ "• � �' / / o/ • 1 �00'� i/ AND A DELTA ANGLE OF 11'00'00', 11519 FEET; ! `'/ rw SFI 8 �� ` ry � r� :. ��8�---+--- - 1 ' � x . � _a. I ��s00' J / z • , 1'8js 0 �Y �,• / ?3--" N i bi 1»I �\ i 1 THENCE N71'42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY, 530.00 FEET, of ;h-1I- ' Av'jI J1l '� I THENCE LEAVING SAID NORTHERLY RIGHT OF WAY, N20'43'45"E, 272.62 FEET, TO / so0� [ . - 'y [ �s>82 / \"! ,°� . / IN I Ni �, t i(( 1 L THE POINT OF BEGINNING; .. • / /• sF [ ��., d"� 1 z5.00_ \�� 1 ' •, aT' / ?SO ' •• •� / / `� r/ , / 1,8 83 I ��ry � , / 1-----���'--- "i I �, � �� vll-'�l�l�~A� = L•'� THENCE N69'16'15"W, 31,09 FEET, TO A POINT OF CURVATURE; \ \\ : . • ; :/ rho / 0o Tom`\� Ns 8, 7�g� J / 7s J $ Y �� ry L I f o ( THENCE NORTHWESTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE `� s?os7. \ '��?s J I '8js 4 /l _� 0'" i $ j I NORTHEAST, HAVING A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 60'46'42 N n w ,o I sF/ ►•8 85 , ry ,N i3I , 12.73 FEET ?s, .y ssF / y i I-2500--i I I THENCE N08°29'33"W 96.19 FEET, TO A POINT OF CURVATURE 6 �I r� J °0' Tom` ��� / / /886 1 r-_-�t`4�$-_ ti ` . r EMERGENCY CY A C S 8> 6 / ?s� �\ �soa. , g SF / ,. I N ��\sF� �� a/ / OoTT� "� 'cz / , ! 1 ,g rn�i of j THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE E f E \\ \ y 8>6, / o ! , j / pg:� \ N I4 1`��� 1� , 1116, r� 1 Ni 3 \ SOUTHEAST, HAVING \ ,00, ` o/ ��s\ /� 6 '/ <pr/ / 0o Tom\ 2gt,, \ �25.00. 1 1 i I 2500 TRACT C \ \\ ` q ,�•a>s 8 / / / ?gam w �� �` / '� I F___�2s'___ }____H \ ( A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 56'37'16", 11.86 FEET; \ t�?g sF/ ;/ / oo �� ? [ /I of \_ f f THENCE N48'07'43"E 108.25 FEET TO A POINT OF CURVATURE; R [� � � oo• / �� /, 6g / �o/ � � � � ".- �g �- to , , • 08 A v •. \ \ �� ?s a�/��`s / yoj ��i �`� '��,?N \ , TRACT D _ _ _ _ THENCE EASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, oo, / ry /�e ?0 / "T/ / `� '1 2soo'�i ROW (TYP, - HAVING A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 46'10'19", 9.67 FEET; .00 Ile THENCE S85 41 58 E 132.43 FEET TO A POINT OF CURVATURE THENCE SOUTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE �r 2500 -N71352S;w -= �� \ I SOUTHWEST, HAVING A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 33'24'01 0>'L1?s0p"TR I '---- ` 7.00 FEET; THENCE S52'17'57"E, 74.90 FEET, TO A POINT OF CURVATURE; � ?s.ov-r- _36 `\ I THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, COMMON AREA (TYP) ,,� / l J� �' I i ?Sa0' Tom. \\ HAVING A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 69'46'15", 14.61 FEET; TRACT E' •_ ry. ` I 1 q / ?S�TT� `\ o� \ THENCE S17'28'18"W, 191.35 FEET, TO A POINT OF CURVATURE; COMMON: ---AREA T / 18js / '°� w! / / aa- 32. THENCE SOUTHERLY, WESTERLY AND NORTHERLY, ALONG THE ARC OF A CURVE 6.63 AC f �$ �f 1ejs si 3 �q1 JV7°34'z4"w �oR CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 12.00 FEET AND A DELTA ry ` TRACT `-..E_ _ !, ,$ �,r 8js sF / / ay o I �0 ��� 3 \ ANGLE OF 90'37'06", 18.98 FEET; .''AC I A lT8 � ,�j w! , \ � t1399 THENCE N71'54'36"W 100.30 FEET l ?s /� o >S / 4+/ / M7 0 ; v / THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARKS • ` �`00' / /o - Sr J Jr / �/ 1 \ O 4 33 tp m , , - soo jN %$ � �\8`.5 SF 1 &V 0°!1' / r \ 2 W "� 2e ,� \ t THENCE N69'16 15' W, 81.67 FEET, TO THE POINT OF BEGINNING. -.. \ \ C�`g0p % /$ 8 s SF % / h/ / / ?5 RACT D -\\ ,h 18 oo SAID PARCEL CONTAINS 55,753 SQ. FT. (1.28f ACRES) AND IS SUBJECT TO ' TYP.00, l " l$� l `'�� I 8 / li / ?500 `ram, �� -- -- -- --- -- - - RESTRICTIONS, RESERVATIONS AND EASEMENTS OF RECORD. ROW ( )\ �` /$ '�`>>-SF / lh ROPOS •-MONUMENT '` 5z ` t� boo• N %o �I 1 �� mJ 1 / ?500 `ram �--- -� � I TOTAL PARCEL AREA CONTAINS 14.50 ACRES • •• IGN ` �`\```` N7�4? p0 L� ?s. IN l l 1 01 �J J / ?30p.r1 °• ` \ � S, / A_ NSF I 1 GRAPHIC SCALE - - � �_` ���` _�� 8�g S %►8i 1 % �t `^J� /" hg o .A=B�s J J 11, ro/ J I W 1[Q 1 W s0 23 so 100 RDD "� - `� �` "` V Qv�p L,q �� �_?5._` `� /rn o �S1F J1 S sF 1 1 J l �J I i (r�� PLAD \ S \00 c / A �8> / l � FAR `�� % .,�s•oo��= Qo j� j� +�82 ��& 1$ l �1 I � A `M SO' R ��\-��?soo. J1 $ $Z�s, 1 16 / f N 1256533.2608 IN FE>>;i' 0 `�\ `- .`` �` �`-.c,�s oo $ I ��� E 824214.343 1( c �, SEE SHEE R �. ���-=5 1 z %$Ld S. 00• / i Inch = 50 it. \� " ! EXISTING OFF— S i TE I M P R ��� ,- ' - \� ,,�`5; / 24' HEADWALL I Z P . 0. C . ON FLEMING ST. ` _ `` 3 �W�2 54"RCP PRELIMINARY PLAT COMMON ``AREA---`'TYP INV.=15.3 I Nr } Rip �s �� w TOP WALL=20.62 • f '` h ��` 00 i t 0 N :7 0 1 rr = 50' - o" IPA TRACT -._.E -�__ �. ° ° N 34.29' Ng2 °42' „ 82 42'?s" 25 W 1 59' i(VACANT) i b FL P p • . . - - ul rn CAI r- O O N • 1 I = -� M } II � oTi 0 ■ U z Lo ti oM z W �n W tiz Zwz Z W x LL 0 Q 0 a Zz� O W W V Q o W zm NN M Z� LJ. N 0 w z z QG J U 0 w I [n U>W> (n W W z J Z w W � 00Q m z Z Q J � Q D V) Z Lo O CV J CL z W (OCCUPIED) SEWTIAN JrUGHLA \ DS UNff14 PLAT BOOS89 PAGE 43 N89°39'S4"E 350.00'LEGAL DESCRIPTION (OCCUPIED) �NORTH LINE OF THE NO QUARTER OF SECTION 13-31-38 APPkD�tFtkTE N00'05 t j 36 E f >� WOOD POWER POLE _--- �I-.OQ••' TOP OF BANK _ _ LOCATION APP- ROXjMAIE I i � �'----____-_.._..._.-_..__._..---•-----------------•-__-"--- AP^PROXILAATE E _- _ '`-� APPROXIMATE iOP OF gp I NK APPROXIMATE EDGE OF WATER -- EDGE OF WA ILIt :,,ri ---- -._-.._.._...---•----•-----•------"----- - -----• --•,_ ''-_. PROPERTY j �� -�._. BOUNDARY (TYP.) I LOT 1 CSERS GAP F.B. 139 PG. 76 / ` //^y0 \`i. / \' ` ``'-. _-_ - - RATTED 14dD NOT INCLUDED 43, oR o/y. J 1y \o"\A I $\ I EXISTING LAKE - AVERAGE WATER ry /x\ 0� \\ tiy� /�i \ 2g $ \ %GJ \ N�� _ / ,�1 c41 / 25.pp•-� ��_ \ y _ / �� ,'tiyp0 �$ i��6 S� � i 1.844E � '4 _-*,__` � g► of 2spp-i \ \ ELEV.=17.6 r / / 1'O / Cpy`,`' 5N" \o \� \ �g sF \ \ 11.875 SF l 4 �NJ ail of 2 \off L"-I \ `g1 % �+\ I 1 11875 2 N of / .� ? / \ \ ryh'/ /- / /mod \. , \�, i Sf \ \ J. a Sr \Y/ \ - �% �� \gl5 \vo \°�\+ ; $ . 1 l 1 1.8 1 1,875 I N A / coy o°/ /: / g. �' �� g \a \n ! % o/ aI 75 sr 0, 3'l \ qAp X 1 / �i'C ? \$. \ g \ �. \ \ A a�! lSF 1 1.87 9 1 \ / % \� \ \`\� / f'15p0 \ oo �� i \ a 5 sF \C \ \ ; �l1 / 5 SF \ \g+ \ 50i• / I 'a qo T / /• `sue. / o v[ Y n \. \n� �i ' QsF \, \0+ \ \ S.00iL �SOO� C` / col / / / �/hcP \ \ \ ��� ?5�00• I / / a, I rycP �\ 2i F / ry i \sue, ��'C \ \ .• \ 00.\ \ i \ e�S C• \g' \ \ ?ii L 25 1 1 ic\ / car k �` \�• 0)4 \� \Y/ / / >'\ v' �55F \�. \m / /�\$2s_oo ► i !s 3`\ M/\\ \ °� \ h / \ \ \ \ \ 00 !eS) goo- / �Y s / tG \. It % � \\?:\X ``\ - ` \ \00• ' / '8>ss ` \ �� / 25.00 �T- --�- \ \�• / y4�`/ `s / \\ q�- `\ i ! S \ /' �O;\> I I I 2s.00- moo '? 2s.00\°°' / ' / 8'S \ �� \ `��• / /�,�' B>s Q x` �/ / I 1 I 1 1 I i �'!q `� a,�% s/'i \ / 141so / / !e>ss i / / / /ryy�° `\ IR hi o of os�/ I \ \ \ `�\ i h ki ,•c\ $\ 1 106 I 105 I 1 j $� 41 /^ \ \ Qo• i 0"i/ w /oo \\ �"�\ 1s�s sF1 1.87s sF I 1.B75o sF I 103 1 11 U2 1 101 1 / ?�OO�` \ \ ? i \ I �/,ye \, \\ ro I ----+---- 1.875 SF 11.a�s sF 1 / �. `.. \s / ` I� j \ \\A, p'� h rg 8 ___ f ---+ �s7s sF� i i~i �s \ �� / -r_--- , \ O) Z/ \ \ '\ �h / \ IN N I� I�t o rS I / \ \ r-` 1 �� \x \ ' 8 I 25 00' I 25 00' I 25.00 IN 25 00' IN IN 1 ,� ' , S /� k/ XIS`\ I? m11 g 1 \ O -- 2---i_25.o0' I /o \\ s^ / °o•\ \ IN 1 0o ' \ /ryh \,y \ �• / \ 4h / -- /o \ // 9. - j t ` % \ \�Sr. g E\k/ \ % � �� �" ♦wa.•. � it / tih `x •e�S9 / k/ ?S`\ \ 1--- ` u,l 1 ` / `4 �\ 10 Mml N1 q • ,O / X s 17.0 ` <\o•i oj rp rrn n r� jai N 25 0ti J !1 14�1JS1/ \ \ � \�\cb, ryes/ � � \\Do � / \�\' // L�__ 50.84:_--s----- ' ( / \ I �,..-_--ram' � 1 �`•\� � � Io INCLUDED) jj E j(� \ y0.84 ,,, I 2il /o ®� 1LA�I�iLL�l�aJI�J�JLJ� ` \ I r`� 1`��+1 NI 1N So84�� 1 g !m1 1 BOUNDARY LINE OF ,�� \ l / P�.1� \ IN 5o.e4 -+ r� POND CONVEYANCE TO ?s�^\ / \ din I `oil f / `\SQ84' w/ I+s `��\?� N/ � o ,CA1\ \ ��; .N� CHESSER S GAP POA' , ��� \� �N ,,,A/ `°°,y / �6 d ll�� i��\ \ 1 _25.00 { _ CO n �� cv' J /®� ��/����� ` \ IN 50.84 ; $I F !$ 250p`� O' 1$ `��� g' � H tn,� l Ni 1,V , H �508 \` N / Jry ``4 yt\?Spp, / z ?s. / , �c `�+ ro a All o 50.84 - Ff of /$ `� \.. SO / /R / g, Q 2iS % I io 1 1 ..• A\ I O) n `�f 1-\ tv°, 25.00'_J .,-'' ! ?s06-' ` CO e4 �, l / 1 `\ �� a / $I / , X a /NO J O \\`\\ N�I / J $ �y� 25p0`N% rs iif 0#4?S % �� \ % 11 j `_` �, N^ / j / / \` 7 a d N$?50p`T\ R)h /• 5 �/2S,`\ v' yH� to Hr o at i DO • r 5 . I �q I - - ----�' I 0 \ / _ \•t 2s. / ! �I 8 oo l m l �-- 3bs'� T ° \\ DO / / / / 1,8js / ,N � / 2s. •,_ '�\ S/00 \?�00 n, \ .. 8q• N, I Ict 04 in Nn ( 1 1 \ \ /' • / \ \ \ DO / / h0/ / 8j5 SF / RATTED 00• l / % / 1.875 \�` hi ?3�„T\ ( I. \ \ \ �:::: • : ;� / zspO�T\ \ \, \'t\?5°o / ,� I l 1,8781 I \``�\ bl ?s�pp, to Nr- 1 �I I + v/ SF / 8 �, d IN N \. �\ \ /�:. • / / Op�� \ J / / 875 2 I ���\44 NOT INCLUDED sF / 8 \� h �o o �' I jai / 1.875 5 R 7�. {"y� to Nn I uil t • • Y • ' r "V i`\ \ Op• 1 / 4�i , \` 7 IN N ej6S i �/ zS�\ �\ \ \�`.n • i / _Q7J r '•a7s S / 8 Fo \sF / 6 p, \\ ems\ ? l , . 11,875 6 / �___ N I I \: \ ) 0 r \S S j /o e>s 6 / o/ / / ?S\, ` \o l l 1 Fl I' �� I1 \ \ / \ /RV 90/ O`� °j/ �/ 1 °0 / \\ \ �� y`koo. / / Y] I$ r m I NI 2-500, \\ o•/\� r,8>6g / rod/ �0 ���� 2s I to oo.► Ni I SA_�I \ cy y; ; l \• I to �r I yp�N m l IaY \ izS pp. .• / 25001T\ U\?gp0, \.... \ \ \ / \`'�\�500• �N ,� \��\\5 SF % (�' THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL ` '��_._ \-- ' \ \ �`'-�� ?s / /a \`�'a7s l GEODETIC VERTICAL DATUM NGVD OF 1929. THE BENCHMARKS � ?s ,o \�� es / I i ?S0p•�� ?s`� �_ , ____ _ - - _-_._.__.__ Op• / /o SF / l I'e 00• T� �� ` e \ \`\ � `�/1ST •1 $� ° • •. ` `��11 \\�'\\ �`\ `• \ \\ \``°°,C\ �SpO.!' 1 8�95` 1, �� 1' of o/ ro// ?30p•� ?Spp. f F- e 11 \... \�. \ •\ `\J Jo B��SF 1 j '91t? GRAPHIC SCALE \_ j �` ` \ �`''� ` , ` _ ' S� I '2 I ; �1/ / W' 1 23 00 100 200IPLA=D \ ` '� ` ` 2� oD� y N 1 g j `8 / 13 % 1 ¢ l % p�' 1 ' I W (OCCUPIED) l e. \ \ \'00 / , `�1,97`SF 1 1'(j ' N 1256533.2608 CANT)0 R, • \ \ ` \ \oo• l / . l �% �e7� , E 824214.343 1K FEET l ��y\\\'-iN , / 24'EXISTING HEADWALL I z_ i inch = 50 iL �- / P . 0. C . W/2 54"RCP a INV.=15.3 I o PRELIMINARY PLAT DRAINAGE PLAN N tt� ` \\`\ \ ` - -� TOP WALL=20.62 N 1 " = 50' - 0„ PD �\ \N8242.25_W 128 5 1 A Mt0/A, R. PE #ass A� \ 9 ❑ AARON J. BOWLE0 R. PE #55M Al W a I 4-1 N M tt on t0 N 0 Lo ma�u C) (U)) Z M0 U - d)oD N o , LL CO , �n W N ti W to v IN- Z n Z w Z Q Q a Zzo W (1) W `° Z N W� �No Z _j �Mo LL s LL Q�(.5 z Z �_ 0 (n 0 U >W> (n w W Z J 0 Z w W � Z III O0Q CO Z Q D [n OZ u� 2.° " F J Z J W z Q J W < O V LL_ W W ZW 0 cn z VJ V) WW _U) m Ld V- v AAROIV J. BOKLES FL PE #5-Sx* ROBERT• E. LE -ON FL PE.#64745 T• 3 OF 5 06-295 WOOD POWrR POLE LOCATION EDGE OF WATER ` \ it (OCCUPIED) 1� SEBASMn( S 14 PAT BOK 8y PAGE 43 i LEGAL DESCRIPTION (OccU_PIED N89'39'54"E 350.00' NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13-31-38 NOO'05'36"E APPROXIMATE TOP OF 4.04' - --- EDGE OF -.._ APPROXIMATE �_APPR ATE TOf Of SANK I - - - APF� A TE EOGf �F '-- I WATER-_ - >> it PROPERTY 15' WIDE EASEMENT ll BOUNDARY (TYP.) FOR POND MAINTENENCE (�►\�/�y'���p'y"� OCCUPIED) \ �� pin\��,�'��j4�{may NOT INCLUDED Zet \O i / /y \ / f0 h fir• p i \ �l J ?3.00.1 \ I _ N or J ?s.o00-T_1 EXISTING' "LAKE -- AVERAGE WATER /'o \?s4'o• i �Ly� ¢ \may / C'25°o �`b \`' e 5 sf <\ j r 844 _rt N� � of ?s.00•^ram_°p'? \ II �y o 55 \ erg? \, ���, \'c�6 \'' o\ SSF{, 43-�- 1 Nr of 2s.'• \ ELEV.=17.F; /ry X m� \ O / / / 2510 • \o. 15 a ,n 875 1 '"N��_ 1 / \\` \/-� \. \ \n�, �y,�4 sF\`e Co \\ J� �/ sF,,842 ! 1 N! of \ / �^C �5 \ g15 \• n wl / a \ \ O �. / �� oo \. \s C lk sF \ \ 8>5 y ,/ X ^`' \ g / / / i Z5' \Oo \`' i� \ g15 \ \g+ \ \ J �'/ ;rJ SF ! �18 5� 1 -! \ gaol ,c\ , \ g , f, \ \ h wl / sF 39 �\s \� \y S 25 \$ \ �0 \ �a �� \ \ \ Z�� L ? l J �' sSFI n \ SF \ o 8> 1 Ii 15 Flo \ 5.0° 1 m m1 i / /.yg' X �^h \ y�/ / \ \o. \ i \ � 9 C°, \ 25 L� 25.00. 1 / , h 41 /o / O �. , `' / n? \ \� ��i�C 55 sF \ - \c� �\ \\ i 50o I ► J �, �! /o <\ \\ \sue\\ \�. ��� 55 5F \ \o, \ \ 5� L 2S.00' 1 / rr41 /ry °a'\� \ ` \�` �`s ` / / i 2 \ 18 Cam. \ \ 2i L / / / \ F 4jy `' �*• d % A\ / \ e 5 sF C \� \ \ 5 M �� _� °°' l ?s I I `\ lt�l � N \ Ton \� `\ i/ M \�zsn0, J �h a>s� r ss Y, AEP ?\ \ ' \ \ y' / SIN sM A s� \ & \ tiY i y° F �oo�\ ZS��Y ss ss < ?s �i 3 N\ K . ,r h� ll t°00 i Q3i/ sus 6 /x� cPi IN,\ \oo• '� s 7(� / r -�- ss �_ ss \ i"i 'ss /x�� o°i �s \ `\ �\\ \ / I 25.00 T 25.00tT �- _ -�-- \ go/ / \ ,yh/ `� K` \ � 25.'60_ -T \ ?s -' \ sf �s / !8 SQ \ / ' > t` I I I I 12s-oo -T 2s'.00 \.�. / ; / ems A ;K \ \�/ /�' s X / S I 1 I \ ,ho• So / `\ h°o/ I- I I i I I i �� / goer SFi \\ g8i \il. \ `c\�s \y \ \ /ryg°° ,RI o �o/ sj \ ` \\� �i / //,�l \\ ?'1 I 1.81 06F 1 105 1 104 ► I .21 I � .ry\�2o � ox / !; � N \ 5 /o° ♦ ► 1,875 SF I ,,ens sF 1 103 1 102 /, s \ \ go \ I O \ ` \ .p�/ g°i SS .c tig \\so \♦ r ----+----+---- 1.875 SF I ens sF 101 ? °o `x`\?s � \ \,�, p 4 a I�; to ro ro J.1975 /0 / `\ ``b; 17 \ \ \°°• f / /g°a \♦ ` �o�gi �\ IN li3 1N 1 j$ rS I i ? � ?So0\ ss " _-,----r-'-"' { O ti \so \\i/ ` i zs.00' I I 8 IN IN IN I /, 7 \ st r_ _sosa 1h1 of O `\ /♦ \&x. Xa L_-_0' 25.00_i 25.00' I 25. I I I / 'a>�� / / a\ N,�t '- \ S� / SS \\ ♦ ��g/ ♦s CO° j _1_-00-1 25.00' I 2soo I \ i �' soo\ \ I$ �?t N1 /ryg \s \ ��/ ♦ . 'p.X 1-----► /oo \ / \ \ TIN 1 25.04_� \ \ \ `\ _ / \��A F\k/ \ % t� ��. nyr ♦ ,ryg. \\ / 'ej`9i9 / / ?\ \ { 50.84_-_--t t \ \\ \�\ �Dy/ \?s `-�:..�'rt "" �r r.. as'�r <\� of \\ ss� i Qr`✓ s-t 1 ` \ / ♦ ♦oR p ♦x ♦ / �`a mt oo• ^/ \ / •8�`9� / / �\ \ 1F \ SsT \ \ g� / \o• oa 17.0 ,. \ °0;7% \ 1 1 __5oa_a•__- t l \ `\ \ '\�`'/ ♦\�. �� �.'. O' x��s g°i/ \\ s�� ,yoi/ �► \\00, ryi \\ , ,89 / / IN �I 25.o0'_� 7.0 , O, \ / x >S 6 / / �' \ \\ i� \' /ty/ N'A e>sS / Io Nwl Nt a TIIf��E�j TII�1f \ �`�s \\ 2s.ao_� ®T INCLUDED) / \ \ I I _ 50:84 �/`i 1 o! • ?s'00-7`\ j / I I 8 \ ��I 1 1 •. BOUNDARY LINE OF 9 84 �; �h / t PI[�TI D \ N ,N 50.84 _. - zg.a� o �. POND CONVEYANCE TO °� \ N n I t I ' / ``SOB r` / ri ���^�ZS ji c�/ ci ��C��1T) �, ��, NI CHESSER S GAP POA /y I , , ,�, \ n ,m 1 25.Oti �� �`b $ / III,/ N� J j. o1 r °= (NOT INCLUDED) � `s0e �``4^?S°p' rv/ Z (ph/\/ 1 0' >> m �2 H ��_ 50 e4 N , bI rr /J$ ^// OI / Q ' 'N ^ \ D,g4• ry , Ll l y J� �4 U to 65 co /.V CQ/ Tom`iy �t�l !► l I`i `�� _~ cr_ to / 1 n '/ Lam` v,, a , �3^^/ �� Nv/ of / t , \' :: • / 8>s S / ^\ / o/ ��` �'t �^s0 y I J \ / F/ �¢ 7�., H % • / ?s 1pm . 1 �•84' N 1 $/ l 4Dh^^^ l440 AI ^?SpO�rv/ us /': • \ / a�// %s^\ rv/ c4/ �,. �i �iy1r l ?S.00^� dJ, ti b° �•84• JILL /:- / �,8>s S / \\y !' • / ?3 ^ L 25 / CO go ��i I l; / L ` 0 htl% T 0p ` /----59.85 vi t P cl o� / '�u av- Io �,o j N; 0 I f• :W / 8 IP / \\\ / 5 ^ I N W 1 t V) �^ �' V � 5 \\\\S,pp , / ,o , .8>S 0 ��` y/ /T� � ( - i RATTED Zvi °p' �` '��?SOp, �`p r/ 1 �8>8 - fy Q \\ /�: • ' . • ' .: / / 00' 7 \ 1 / ,8> Z l hP . / 'd �4�i___-I - --- i NOT INCLUDED �IIr r1 IrIr�11 rllr�tf . • . • . • ' . ,I / \ a V � 11 JlB. V �1�� 1��J�J •• . • :/ / ��� �/ // ?500 \ ` t� . / �.8>8s % 8¢ !::: • ' / / / / / J \\ ' •. , \� `-L\y 1 . / ►.8>5 ��y�\` "�+ to I s . . • • . - ' �'�•� b S so0. / l ,rl �vr Sr hi � ?sqp: � s `Zsg f / w ''8js ax- % �y IN 1 25.00• 1 i� � I ej66 2 c� ?s -�-0 , 'y 'N .876, / / / ?s`\ �✓ \� S \?54/�• / / `7 r/ Icy. ;» �� t NI \ /7 6 �% �pr� / 00•� SS.. \\`S 25.00' ( �\ \ \�°o �'���s I 3 ig 00M, Ion N \ 2500• i, jg / ?go0`rCT�\_25.4Q-J 0. �\!5o0 - e ' ' • , SS -. \�` � � \ \ N Yj / � 1,''S sF , h�' � / J �y a•� r\ I✓ �----- , i ` - 876 SF y ►.8>S ' •a �' .i\��..\\\`\\\\` .� .� \ L��SOp' j ry � /e ``�� �8� 4S` 8 THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL , \\� sr `��_ ^,"' \ \ °p,k j $ l• \- l,•8.s �l 1 25;po•_T, ws I 1,87.5 GEODETIC VERTICAL DATUM (NGVO) OF 1929. THE BENCHMARKS \ ��s.°0,-�;sF J > J ��`00• � \ �,�-L���00, �`�' �c4 '`./ /y�• , ,�'1 �J / � ?sue T `S`�`'� .I 8�5 SF / 10 1 �l q,I e , • `_�\ "\.\`,`` `\`\ \ -?Soo./ ,/ / �$ ��� 1.81g SF =87 1 / J 1 ' 2g p0• 7 I W GRAPHIC SCALE 'N %� �� ' -$ 1.8,$, �1; 1 / / I 2 SO 0 26 s0 140 200 ; I / ", tvS �\' \ \ ~ "� \ y 1- 23 00, /$--�sF+�81 `3 / / it '� I Y, I d (OCCUPIED) J!. lh/r =D / `'\ `p \ _ L /�nr to t � / 1¢ / 01 t I w ( ) 0. 0' R O � :a wS \ - \ � `� -L�ZS:pp. ,ry /$ � -sr, / 16 / � N 1256533.2608 ry \ ss �_ \ \ �' L.r2s0p. /N /$ 4 1`17tsg / _ E 824214.343 ( IN �FEIFaT � � • `� ws '�\�..\ •` c\\ ; � \� � ` \ \ �-•L�2soa � (W7 1 inch 50 i%. \� \ \ ti= -,� y,2gop` ,ry / / EXISTING 44 24' HEADWALL I Z W/2 54"RCP (- . . C . ws \ ��' ss = {I� �/ OP�WALL=20.62 I o PRELIMINARY PLAT UTILITY PLAN N '2 I� _. _ _-_ 12 .5g' AMA (VACANT) -- 5 �' -- I `- I I ❑ AARON J. MILES,, FL PE #55M 1 I li I, 1 a i 0° 0) H H 00 00 of m 0- 0- a� M d• �A t0 � O 1.0 p O N O N � S rn >- II O y-'- (n Q 9 9 . z 0� V 9to to au to N W nti W cc ..z zLL 0 L- a v z 0 -- W 6.0 zrn W _ M o J 0 o s U, (� z�,W co W0 �'w U>w> (n w WZ -j 0 wZ = w z 0Z QD 00 V) J w D 1..6. Q OJ U- W Z �i W O (/) z EL Wa V) Q W W W m L LL O U0 U AARMI J E0KRIq FL PE #55M RomE'M 9T E L FL_- PE 064.745 D 2 SHEET u '4 OF 5 06-295 i i i I I. -y_ APPROXIIAA'IE EDGE AF'F'ROxiMATE 1 RAP OkIF K I !, P BATE. E OF TER EDGE OF WATER - ..._.._.._._ (3/24/06) Ld Lu u� \ �� \\ \ ' T` EXISTING LAKE — AVERAGE WATER '``. \\ / ELE V. =17.6 [b ,.�-�..._—.:......-� ,f� \ \ i� j j q10 ltlb BUILD is j. i I N, `t'•\\ \` ��\ \ ` /// /-.o:u-un-ranrmrirrdk+l,.�,, ...y \�% i'/� \ C-� is ` __ ✓ �. , PROPOSED RELOLA I E1) ` ) Ul i RETENTION AREA 4 1.53 AC. / ` - / PROPOSED RELOCATED RETENTION AREA -G) ; + — 1.53 AC. a eu I is Out Parcel "A" 36,450 sf. Aca mm Z. y „ „' / / \ ., \`\ •�-` "'�.�ll/ h(/� /l ` fir~ -_' -`` lam,` ` ..-. __-1 I. 1 o/ pliv f \ 12 /GORE T� IP�NG O.C. 20' DRAINAGE/UITLITY EASEMENT PAR FD T IND 17345 �..•_• ..y :. I Jam. - --- — - --- i \ - .� 0 IF� EXIST r, ERTib A IU AS HOW It 12"/T GO W`gTRIrPIN /2N�� TIE TI EXISTING E.O.P. -.._...�\`` �`` y __ PER FOOT I r01.`-�7 45 50 TAPER Al =� IE--V EXISTIN OP f I��I l Gti I Ld PROPOSED LEFT TURN LANE MODIFY EXISTIN` '�kFJ RSECTION _ /' JE_ ` -y'` `yam` 1 ! <_,' EXISTING / RADIUS AS SHOWN �'��,\ - / 24' HEADWALL I W _� •.- _ -W/2 54"RCP . INV =15.3 I z \'\ `���j • ` ' TOP WALL 20.62 N PROPOSED OFF -SITE IMPROVEMENT PLAN 1 " = 60' — 0" GRAPHIC SCALE a0 120 (lNFEET ) 1 inch - 60 ik I i 240 I LEFT TURN LANE TO BE CONSTRUCTED PURSUANT TO FDOT DETAILS AND SPECIFICATIONS I 48 HOURS BEFORE DIGGING CALL TOLL FREE !-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. AN 212009 ❑ MUCE A. MOIA, 'FL PE #47529 ❑ A WN J. 80M ES, R- PE #5M13 0 0 Q � Q h I rn IN- W 0 O U W 0 U co O O +� 0 N � op � V co / _ 9 M �V) 0) to W Nh W W w" Z z IQ O Uc�a(L Zz" W Q W o Z_x M W WM LL, N o Z �I;o e �J LL () (f) Q<Q z Z —! I m W0 U �w >w> (n w W Z J Z w w z 0 W> Z Q D O Z Lo cn G U N z WC G W O ry z W v , UL LL O 0 CL o W rn v / Z W O� V Z Q W Q Ld W i �- r 1 W�J Li- O U SHEET C71% 5 OF 5 06-295 I I I NOTES' R 80E-WAY IGHTO EXISTING 80' RIGHT-OF-WAY ,i 1.) ALL ROADWAY CONSTRUCTION TO BE IN ACCORDANCE WITH FDOT STANDARDS IDEWALK OPEN SPACE VARIES'F' C, RB 12' LANE 12' LANE 12' LANE , 'F' CURB OPEN SPACE VARIES EXISTING 2' EXISTING EXISTING EXISTING 2' 2.) CONSTRUCTION REQUIRES ROADWAY IMPROVEMENTS AGREEMENT WITH CITY OF EXISTING OPEN SPACE VARIES F CURB 12' LANE 12, LANE F CURB EXISTING OPEN SPACE VARIES SEBASTIAN ;; 4 1-1/2" PAVE 2.00% _ 0 500�� 2 00% 2.00% 0.50% -F- ± EXISTING GROUND 23.6 t23.15 23.30 i.. >.15 ±23.6 j <»� ;./ 1.✓�tij' �i /�ry a � �` ✓::� /Y</.✓1.1��1 .:;><.,,... .,.... / MATCH EXISTING GRADE ! i / r1/Y�"�`�//,✓'77 _' !y!.'1 .r,. 1 TYPE "F" l .'a' j i� �. ' lr�i ' \� I '� TYPE 'F" \ \ \ \ \\\\ \ yT� \>/,a, ., ,. { c � / i ♦ f �.\�' !�/1yl !�`(!o CURB (TYP) /.!•.�� !/,✓/ •i /� \ \ . \ s \ • \GT��y., T CURB (TYP) <`�� l'` � , '�� 6' LIMEROCK BASE (PRIMED) 8" STABLIZED SUB -GRADE ! <\� ✓ /✓� ! COMPACTED TO 98% MAX. COMPACTED TO 98% MAX. DRY DENSITY AS ESTABLISHED DRY DENSITY AS ESTABLISHED BY AASHTO PROCEDURE T-I80 (LBR 100) BY AASHTO PROCEDURE T-I80 (LBR 40) EXTEND 0.5' PAST I. BACK OF CURB TYPICAL EXISTING TYPICAL ROADWAY SECTION A -A ROADWAY SECTION QII -INIn I,-IJ� GRAPHIC SCALE 30 0 15 30 60 120 SCALE: I"=10' SCALE: 1"=10' # _ DESIGN SPEED 35 MPH W/ RESTRAINTS -: ;. Cl)0 (IN FEET) 1 J m > n 1 INCH = 30 FT. o Q ZZ I ! C13 LIMITS OF CNSTRUCTIO / l I�21.3 I 7 0 f7 to ------�-1-23.2 SAW CUTt MATCH �''- l J EXISTING 0 y \� RELOCATE EXISTING" u to CURB INLETS (TYP.) ��/ C --- - A(►, � � h •ate ■ z6 00 f9 � � h / \_ , sees W V) _ l.. 3 / ` +22.6 \\\ n W w Q � \ PROPOSED / \ _ ` z L., z \ 23.6 PE �F" CURB (�jYP.) / / a 23.1, -- `��. 1-22.. U .� I �� ii�� (n Q = LL 01 V a z.�� 4/ W en 18" YELLOW LINE 6-45' BANGLES AT EVERY 10'Lu S, 423:1 REMOVE -EXISTING CURB AND', i \ W NN 00 � J. IJ DGE OF PAVEMENT WITHIN // �� \\`_ I- cq �( 00 PROPO E.9 JIMPROVEMENTS. O / �' \` J OUBLE YELLO ~�.. \ / ` 4-2 .9 ,,_ _..LL LINE (TYP.) \ 3 / +2Z3 I/ 4 Z J W J. 160, r > 1, . �\\ - J 0 PROPOSED I / _ U W > TYPE "F" CURB (TYP.) Z�, / ;' / �_` - +21.4 Z �. - / -� , -� Z w ro l l +22..5 �4.22. _ / w Z �... _ +� �yC .� RESTORt ALL DISTUR�ED `. O Q �� i3o7z': _ � _ Z 6" WHIT 1 �'- ` RELOCATE EXISTING-- AREAS WITHIN / - m 1- m RESTORE ALL DISTURBED ._.' _- 0 Z / RIGHTJOF WAY WITH/ SOD. J v d S 24_,_ - CURB INLETS (NP.) AREAS WITHIN LINE (TYP.) �: r _ / - RIGHT OF WAY WITH SOD. ,� STOP BAtR �` / I .. +1.o Q �.P. \, \ vR!'_MOVE EXISTING OURB AND / O Z to _ (TYP.) `\�. ,� DGE OF PAVEMENT WITHIN / / O ' / 0 N z J .13 _. \._^ , , PROPOSED IMPROVEMENTS. / / // J ram` 6' SIDEWALK � �-� - \ N \ PROPOSED/ .\ PE F -'CURB (TYP.) / - / a.22_.3 2 36 CROSSWALKO OPER i 23. 06 j / 11s' PROPSED 3.3.0/ f ?3. 7 FDOT INDEX # 17346. v 13 -1 r 75 , `18"LOW LINE ®4\ ES AT EVERY 10 ,..�� / - Z n 6" DOUBLE YELLOW / LINE (TYP.) _�� �Wq �. , l ^'•, 1 '� W / RELOCATE EXISTINGjy� %j6,� CURB INLETS (TYP.) -�OM 00 PROPOSED TRUNCATED r LIMITS OF CONSTRUCTION -•- , , ���`''� SAW CUT &MATCH = i --' -•- / / OMES PER FDOT id _ / U. tXISTING EOP. > INDEX #304. 6' SIDEWALK 4 / 4.2 29 RESTORE ALL DISTURBED AREAS WITHINJ�?xOO 1..1 RIGHT OF WAY WITH SOD. +�3.12 .?.3.4 - 1 -- �_j r: T r 23.4 OFFSITE IMPROVEMENT PLAN _ ON RAMPS THAT ARE PERPENDICULAR WITH THE CURB LINE, THE DOME PATTERN SHALL SCALE 17 i = 3 0' { BE IN -LINE WITH THE DIRECTION OF TRAVEL . �. ON THE RAMPS INTERSECTING CURBS ON A RADIUS, THE DOME PATTERN SHALL BE IN -LINE WITH THE DIRECTION OF TRAVEL TO 1.6" MIN. THE EXTENT PRACTICAL. < 2" 2.4" MAX. I { EDGE OF DETECTABLE WARNING MATCH EXISTING GRADE SAW -CUT EXISTING ASPHALT AT SAW -CUT is I I 1 0.2" t 0.02" cllt i EXISTING ASPHALT PROPOSED ASPHALT r _ I 1.9" MIN. PAVEMENT .4" MAX. lo TRUNCATED DOME INTEGRAL DOME I T dLi7_EDfWN dRA - / X N - --O O O O THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% PAVEMENT SAW -CUT /(ND BUTT �T T JOIN i AND A MAXIMUM OF 659� OF THE BASE DIAMETER. t1 V AND (7 V I A 5'-0" j N.T.S. (ALTERNATE) O O O O TRUNCATED DOME j j SLOPE / PLAN BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. PLAN VIEW �llfA�ll!! 6x6 W1.4/W1.4 WWF OR FIBER MESH �}$ HOURS BEFORE DIGGING ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES 610 MM FROM THE BACK OF CURB. CALL TOLL FREE ( } I 1 800-432-4770 CONCRETE SIDEWALK DETAIL CURB RAMP DETECTABLE WARNING DETAIL SUNSHINE STATE ONE CALL N.T.S. OF FLORIOA, INC. - - - - Y - - - i I�- LL � � Q W 0� OO rA ILL Z 0W CL � W W Z • F- �- � m Q m W (,) LL O U ❑ AARON J BOWLES FL.. P.E.#55313 ❑ ROBERT E. LEON FL. P.E.#64745 SHEET ;, tt . z= ...: T.. .: .. .. ... ,.. _ _ .. - - -- -- ::.. .. - -_ .., - .�' _ - ... :...... r �. _. ..::. .... _ .. .. -. . - �. :. . �. •. ' .. �.. .... .. .. I .... .. .. .. ; ..... ,. , . .. .. I . ; .. .:.... . .. �• .. .. .. •. ,.. - �r. .. .. _. . . I .. .... I .. � •: :. ` . I . .. .. ,. �, _ ,_ ---�—^' I � _ � _ ,9e.,. ... �. - yc' ni+a3s:f�_ msse+sir&�.�.ee�wsaas:,r-.m`��h��.�3��e"?.ria^'."'�".�"�.�'Tl'H�ec:�Pi�'u-n�9.�4G.+S�.:-�m?�rs�s � amr!temrs��ray,+-�wram� SEBASTIAN HIGHLANDS CHESSE GAP 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. I k I'FROJECT LOCATION ENGINEER hovENGINEERING, INC. CONSULTING ENGINEERING OIA BOWLES VILLAMIZAR 8c ASSOCI ATES CONSULTING ENGINEERS - CA #3728 PHONE (772) 569-0035 2455 14TH AVENUE VERO BEACH, FLORIDA 32960 FAX (772) 778-3617 OWNER CHESSER'S GAFF", L.L.C. MR. RICHARD JONES 190 CONGRESS PARK DRIVE SUITE 180 DELRAY BEACH, FLORIDA 33445 (561) 274-4210 SURVEYOR HOUSTON, SCHULKE, BITTLE AND STODDARD, INC. 1717 INDIAN RIVER BOULEVARD SUITE 202C VERO BEACH, FLORIDA 32960 (772) 794-1213 IN EX 'OF 'DRAWINGS Cl COVER SHEET C2 EXI&ING CONDITIONS/DEMOLITION PLAN C3 SITE PLAN C4 PAVING, GRADING AND DRAINAGE PLAN C5 CROSS -SECTIONS PLAN C6 EROSION AND SEDIMENT CONTROL PLAN C7 PAVING, GRADING AND DRAINAGE DETAILS C8 PAVING, GRADING AND DRAINAGE DETAILS C9 PAVING, GRADING AND DRAINAGE SPECIFICATIONS v. C10 x..UTIiJTY PLAN J, Cll UTILIT, Y PLAN PROFILE C12 UTILITY PLAN PROFILE C13 WATqR SYSTEM DETAILS C14 WATqR SYSTEM SPECIFICATIONS C15 SEW SYSTEM DETAILS C16 SEWER SYSTEM SPECIFICATIONS 1 OF 2 ANDSCAPE PLAN 2 OF 2 LITIGATION PLAN EX 1 OF 3 WETLAND MITIGATION PLAN EX 2 OF 31 128 ACRE CONVEYANCE PLAN EX 3 OF 3 OFFSITE IMPROVEMENT PLAN _ _ MIN 7 ENGINEER'S PROJECT No. 06 295 13 AN 21 0 ff WE A. MOIA FL M f 47529 1771 AARON J. BOWLES, FL FE f5013 7 j I =47'09'33" TRA((CT yam' R=40.00' SEBASTI&N MIGHU S UM9 R4 IPIAT BOOK 8, PAGE 43 NORTH LINE OF /.�=27'OS'06" L=32.92' (occuPlED} j SUBDIVISION ' NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13-31-38 N89'39'54"E 350.00' 1 PHASE 1 R=90.00 _ -- -- -- -- -- -- ------ -- t�-5- -- -- L="T'G. APPROXIMATE +.8 WOOD POWER POLE ► " 21N00'05'36"E _� t LOCATION Q=125 0914 AppPOYNATE +22.0 �, CF 9At7K +21.6 4.04 A=24*50'53" R=55.00 _ Jj +21.4 i. =120.14 =17. 09 21 ._. A= - B I A=32• 20 33"/ --3�--53 --F�=17S 3 - - 1S=3�F'06'39" -` R=65.o0' _ , Q=34 06 39 R-20.00' OF WATER - -_- --�• - _ L=53.40 R=20.00 5 - L=36.69' 1 /ALB o - v�' -� L=11.91 L=P-gl Ld \ I c11J I 60 T \ 1 10 }g I w Iw LOT ¶ IRC SET +22.2 J�V/ 11 Ily /5 LB 6905 'WITNESS l; 7.� . r r 1118 1 9 21•8 7 30.00' OFF CORNER IRC SET �± C=FIRS GAP IRC SET NOT SET \LB 6905 5V. VL1 +22.1�� 40'01 "E � • P.B.'� 7�[j�yy�� 1 �I -22. J LB 6905 (DESTROYED TRAILER) ` IRC SET (r IS , `-� 39.42 2 . 7 , \ v 1 z 1t"139 1C`1J1. /6 � +23.0 � ^o os\ IRC SET � � �� �1��111 111Ld1VJ IRC SET o r 1 LB 6905^63\ LB 6905 t o LB 6905 3 o •?+ 424. 82' \ (00CU PHED) 1 . `Is' a, �\ +21.5 IRC SET IRC SET IRC SET NOT \T �j ¶� iI N i `Si+220 3 in`` LB 6905 LB 6905 - LB 6905 G':, ` d VO ll E �7(cJSe F1UJ C.2 >a,. N\ a ,rI L=68'1318" $ POWER POLE i , ✓�� ia.,.ir j - ' +ar.8 +22.0 6a (TO BE REMOVED) k o N R-80.00 ;�14., \ +20.1 +227 +22.2 N N L=95.26' I; ' �e. S PTIC TANK IRC s os +21. 3.0 21.7 ,� +22.0 O/rp ( 0 B E ED) +21.6 +�9 +220 +2L9 al''< t22.5 tS i +21,p +21.9 N 1� F983 /,+�1/ ;;.0 GARAGE 4 12'x5T TRAILER \1 23.4 nOh I ohs „ ,,, F,F.=22.55 +21.s / ...+22.J FF=2410 A ♦oz >�(r�t; irr ,Illy (TO BE REMOVE)) (TO BE REMOVED) +21, o ai J P�P j : Jjc oq I I \ 2 \ � Q POWER POLE `oy� tar-2t.5 ,,11,i•I'I .i :} ,•,. � � ;,,.. j � 2+ � ' 2384L (TO BE REMOVED) +21.7 +22.0 PTA ..2 +21.5 22.2 +21.8 0% ,,... I :s±; �22.2 +21.4 + . "`III,+22.3 �. + n t j +21.5 „' ..,.. r'' :I t..: POWER POLE IRC FD. I +21.4 �! 2.2 POWER POLE ; .II; ) LB 6905 �• IRC FD. +2L7 (TO BE REMOVED) tS \: s J 2 , TO BE REMOVED I • ,;; 0.2T SOUTH ( ! t�t ;i tl;f.. �.,'• ;`;,i1 +21.3 � �i, +22.3 I. +22.6 ., �l } ` '+22.3 I , +2Q4 11 it ` +21.6 CA op \ °yo i I •12 C7 +21.5 ' vl \� 0 / \ POWER POLE ' �- -A\ `- \\ 20 (TO BE REMOVED) !!I' 'I t +21.9 t2r.2 y 1 I I +21.9 / 23.6 +2 4 h: i +2a.3 ASPHALT s%� i +�2.3 +25.2 a ..' '{= I PAVEMENT \� \i i J,I• :,,.. Ki f-4 , . ?sa\ K2-9\ " \r,q� �, ' t2o.s t223 ' 9-- 1� t �j21.9 t21.9 \ 7D ` „ Kir-3 _ _ (-tea p +214 11 JSd2"1�ll li tS.alU1 23� IRC ED. \ v tl +12.8 ID'EDT IK2-10� \ �*227 1L2� t� +� V +22.3 (OCCUPIED) , � 1K2-»/ 1 K2-7 R,3 �i `t'Kif-6 V 9 Kif-2 v_ IRC M. ( +21.5 ! LB 6905 ' •:. wt2-13 WETLAND AREA 3 / k22.8 +221 Hit-f i, / 2.1 K2-62-6 / t21.8 D7 +21 + t.5 ttl, o / 223 2+22.3 IRC SET K2-5 / +21.0 to I: 1' 8'S5" LB 6905 220 1 1 / _ POWER POLE ,�, `.��Ili,zo" � I R_ 68.9 ' i Kit-4 oy (TO BE REMOVED) e,. L-2s.o7 \ +21 +22p0 , N/n�\(��y''��(�\'�\��p'���}9 _ 22.7 +22.7 I iC 11S V Jl •' O l j: t2 . ♦ (A V®1t 1lA V�1.la�•1�//� �� IRC SET ,y\1 jCO tK !' t22.3 LB 6905 ? +2L7 T9 EXISTING r % �� +22.1 �I 10•• c +22 WELN, RETENTION POND 222 , :. +2f.9 IRC ED. / \III` LB 6905I 12" 4,1y (TO BE RELOCATED) ( I':' ij 2f.2 r 422.7 ;', 21.3Lo �\ 0 1.9 +21.6 +2f.8 23.18 IRC SET .� b 3,3 \ \ ' LB 6905 /� , /F ' 4}� +22.0 15� r +21.0 +941 +22 \ ` _31 3 3.00 IRC FD. �F228 ' NOT ll J1A (CLL�lU1L1JED \ T-2 os8' EAST +2f.s I 4' SOUTH OUTINV. ELL 16. RCP Vag 27.Z INV. EL.=16.45' +22.2 � �1-: � +21.J +23. (Jl \ 3.1 3.01# 89 224 \\ 5 t • ", IL/DISK \ 0i) \ +228 j EL .= 22.8 25 1 +�.79`D,AIRC FD. 1',_•`+22. V' 0.30' EAST Ft22.0+20' DRAINAGE UTILITY EASEMENT O j \ �6 2\ 1'x15' CONC. +22 \ HEADWALL \ / e end & Abbreviations: 30 28 O �� r., TO BE REMOVED) ,::�{!,. I; °tip IRC FO. 6" \ symbols not scaleable for size � 00 \ \ ' .' � LB 6905 � � IRC ED. PL5 - PROFESSIONAL LAND SURVEYOR ` 313 15 C�225 0,21' NORTH IAST NV, 18.so It j\ 10\ +215' PSM - PROFESSIONAL SURVEYOR & MAPPER ` 300 4t�(3 (TO BE REM6VLt> ' ,4 !: ;b ' +21.9 LB - LAND SURVEYING BUSINESS SURFACE INLET c . t22.3 \' S POWER POLE \\ IL - CENTERLINE 331 36 : TOP=22.97 i (TO BE REMOVED ! R - RADIUS 3t7 ` r 23.4 BOTTOM ELEV.=18.21 /; C.B.S. SINGL ) I $�j 9 36' RCP SOUTH, INV.-18.71 L - LENGTH ` 349 2 N�j•,�� 36" RCP NORTHWEST, INV.=18.75 FAMILY RESID CE ` (OCCUPIED) 0 - DELTA ANGLE 358 `\� 2 25„ • (TO BE REMOVED) li (TO BE REMOVED) +21.4 }\� E/P - EDGE OF PAVEMENT (' lin +22.5 +220 Irn tT �• B/C - BACK OF CURB `� NAIL/DISK FD. �+ 3.30 47 1,Z33 (; .. p�pt ' B.M. - BENCHMARK ELEV.- 23.49 30' 1 35151 • N - - POC - POINT OF COMMENCEMENT +2f.9 rlCFDPOB - POINT OF BEGINNING 304�( O 00 o - PERMANENT CONTROL POINT (PCP) �(� `� 'I1:. '' 40' EAST ® - PERMANENT REFERENCE MONUMENT (PRM) ae.5i' ' t4� J t c. /� , parch, et e 1 7 \ +� ^!�"�`'� alk 3 a'�a pad 3 ® - IRON PIPE (IP) 23.22 /( /tl .� ,. +22.3 C.B.S. SIT' 28s 2,90�2 G >` FAMILY P SD N E +240 - IRON ROD &CAP IRC .17 \ A Ir " (TO BE R 100 ED 18 0 - CONCRETE MONUMENT CM /� [,,��� + T FD - FOUND ( ) PLA ll D 23. 6 23.f3 O� 27\ ��+23.39 \\ `` I w, +21.3 + ( I 0• � A (M) - MEASURED pp :- \ 5'xs' c.9'k �:� n.; cti!� W F.F. - FINISH FLOOR �� il�� / ` . !.r 1:" ;c>-2 \ IRC R v. EL.=f2 J1' smoke hou�.e /VI! , ! l OHU - OVERHEAD UTILITIES / �� \ 33\ 0.1 NORTH (TO BE.R MO D). !I ) � 1g0 � � I - / � ` �*23\ ` 0 115 1 \ 1 ' +22.1 (OCCUPIED) - GUY WIRE I \ + 41 \\ 1' ZV HEADWALL ( w `� - WOOD UTILITY POLE a�Q \ �44 \ 215 IRC FD. W/2 54"RCP a r LB 6905 iN *r15.3 Z ® - TELEPHONE SERVICE O `\ \t2J�232\ ��� ��: uo, �0 DO IRC FD. S RT ��!/ALL-20.62 0 ® - CABLE T.V. BOX Et► ® - ELECTRIC BOX T-1 = N82'42'25"W 34.29' .. ` \ +2J t3 L -1 KN82 4 o N 124214.32608 - LIGHT POST , „ . I ��� 3.94 ® - WELL T-2 = N51 42 25 W 11.29 +19 T_1 S W 128RC FD..59' i RC FD.14.343 O I MCA" CA" � NAIL/DI� F 90' B 6905 8 _' w _ HYDRANT • " ► ELEV. 22 92 r l l 3.8`l � - GATE VALVE T-3 = S89 20 24 E 36.88 � IRRIGATION VALVE i "-�._._,__ NAIL/o1sK ED. ® - WATER METER T-4 = S78'00'41 "E 23.49' QS - SANITARY MANHOLE T-5 = S16'33'23"W 29.17' .3 61_ 4___,ELE23.7= ® - SANITARY SERVICE ,,-,>�59_ .6,L ® - SEPTIC TANK QD - DRAINAGE MANHOLE 24 �rn �--� 23.3 ® - CURB INLET INV. fL.-2a39' gh .~ ❑m - SURFACE INLET g2Q1 A - Z5 I� - MITERED END SECTION 110 t2 CONl,' � - CONCEPTUAL DRAINAGE t�f�lrt1-�1L � =r:. -,z- - STREET SIGN EXISTING CONDITIONS AND DEMOLITION PLAN N vl�:- -T;' i 1J11�g1 i, PINE W/DIAMETER 1Nt f_l.> 7.55' OAK W/DIAMETER 1 60 0 109 I .'.. - PALM (UNDIMENSIONED) tt3� �1g8 �g36 �10k3 n1 - PECAN W/DIAMETER 1191 Dg1 �t0?5 ' , 1 t0 C rroL sir.!ic,7 11?c ' lop E1_. -7z. 0'r .5. II(YINO 00f ACE /NV EL. -19. 51 ' 5: IN I{ E7..(JC"'" RCP)-17.95' 48 HOURS BEFORE DIGGING /7l ,/^C)■ALL TOLL FREE �./.`1.{w/., -6 0- J terse -4/ / 0 SUNSHINE STATE ONE CALL OF FLORIDA, iNC. LEGAL DESCRIPTION A PARCEL OF LAND LYING iN THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 31 SOUTH, RANGE 38 EAST, CiTY OF SEBAS TAN, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST END OF THE NORTHERLY RIGHT OF WAY OF SOUTH FLEMING STREET, AS SHOWN ON THE PLAT OF CHESSER'S GAP SUBDIVISION PHASE 1. RECORDED iN PLAT BOOK 13, PAGE 76, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE N82"42'25"W, ALONG SAID NORTHERLY RiGHT OF WAY 128.59 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUE N8242'25"W. ALONG SAID NORTHERLY RIGHT OF WAY, 34.29 FEET, TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAiD NORTHERLY RIGHT OF WAY, ALONG THE ARC OF A CURVE, CONCAVE TO THE NORTH, HAVING A RADIUS OF 600.00 FEET AND A DELTA ANGLE OF 11'00'00% 115.19 FEET; THENCE N71 42'25"W, ALONG SAiD NORTHERLY RIGHT OF WAY, 530.00 FEET, TO A POINT OF CURVATURE; THENCE NORTHWESTERLY, ALONG SAiD NORTHERLY RIGHT OF WAY. ALONG THE ARC OF A CURVE, CONCAVE TO THE NORTHWEST. HAVING A RADIUS OF 700.00 FEET AND A DELTA ANGLE OF 20'00'OO", 244.35 FEET; THENCE N51'42'25"W, ALONG SAiD NORTHERLY RIGHT OF WAY, 11.29 FEET: THENCE LEAVING SAID NORTHERLY RiC 1T OF WAY, N37'10'14-E, 164.84 FEET, TO A POINT OF CURVATURE; THENCE NORTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 68.99 FEET AND A DELTA ANGLE OF 21' 38'55", 26.07 FEET; THENCE N51.42'25"W, 434.42 FEET. TO A POINT ON THE SOUTHEAST LINE OF LOT 1, CHESSER'S GAP SUBDIVISION PHASE 1. AS SHOWN ON THE PLAT THEREOF, RECORDED IN PLAT BOOK 13, PAGE 76, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA; THENCE ALONG SAID SOUTHEAST LOT LiNE, N38"17'35"E, 237.01 FEET, TO A POINT OF CURVATURE; THENCE LEAVING SAID SOUTHEAST LOT LINE, NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 65.00 FEET AND A DELTA ANGLE OF 32"20'33-, 36.69 FEET, TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 90.00 FEET, AND A DELTA ANGLE OF 27'08'06% 42.62 FEET, TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY. ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 40.00 FEET AND A DELTA ANGLE OF 47'09'33", 32.92 FEET, THENCE S89"20.24"E. 36.88 FEET; THENCE S53'08'06"E, 54.63 FEET, TO A POINT ON THE ARC OF A CURVE, SAID POINT LYiNG N12 51'34" FROM THE RADIUS POINT OF SAiD CURVE; THENCE EASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 75.00 FEET AND A DELTA ANGLE OF 24'50'53", 32.53 FEET; THENCE S78'00'41"E, 23.49 FEET, TO A POINT ON THE ARC OF A CURVE, SAID POINT LYING N50'58'32"W, FROM THE RADIUS POINT OF SAiD CURVE; THENCE NORTHERLY, EASTERLY, AND SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 55.00 FEET AND A DELTA ANGLE OF 125"0914", 120.14 FEET, TO A POINT ON THE ARC OF A CURVE, SAiD POINT LYING N15'49'21"W FROM THE RADIUS POiNT OF SAID CURVE; THENCE EASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 178.34 FEET AND A DELTA ANGLE OF 17'09'21 ", 53.40 FEET; THENCE S8840'01"E, 56.02 FEET, TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 20.00 FEET AND A DELTA ANGLE OF 34"06'39", 11.91 FEET, TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 80.00 FEET AND A DELTA ANGLE OF 68i3'18", 95.26 FEET, TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST. HAVING A RADIUS OF 20.00 FEET AND A DELTA ANGLE OF 34"06'39% 11.91 FEET; THENCE S88"40'01"E. 39.42 FEET, TO A POINT OF CURVATURE, THENCE SOUTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 248.67 FEET, AND A DELTA ANGLE OF 37 38'40", 163.38 FEET; THENCE S50"55'05"E, 182.22 FEET, TO A POINT OF CURVATURE, THENCE SOUTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 181.00 FEET AND A DELTA ANGLE OF 68'55'55". 217.76 FEET; THENCE S181)0'50"W. 172.09 FEET, TO A POINT OF CURVATURE, THENCE SOUTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 174.50 FEET AND A DELTA ANGLE OF 59'55'24-, 182.50 FEET, TO A POINT OF REVERSE CURVATURE, 1HENCE SOUTHERLY ALONG 1HE ARC flF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 210.50 FEET AND A DELTA ANGLE OF 58`27'57", 214.80 FEET, THENCE S16'33"23"W. 29.17 FEET, TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 15.78 ACRES, AND iS SUBJECT TO RESERVATIONS, RESTRICTIONS AND EASEMENTS OF RECORD, GRAPHIC SCALE 1 inch - 60 ft. I 240 �li�l N I-,IL01(0 o 7 to 0 o, ro v W 0(0 N N .�, W W v .. Z W F- W z o L z O I -Om W w < o W ZCA rn J W 0 o .,M LL v V Z --I a 1 m z J >W> 0 a U W uj Z_ > _j O w Z = W Z 0 Z Q D ® Z _.. O c`.I Z z O Jn ..�. CL z z .-�.. 0 o f� O V I> Z W n Ir � Y , Q X z W 0 AA ON J BOKES ❑ ROBERTELEW M PE f64745 �1212009 SHEET uo� 2 OF 16 j j I I I TRACT 'W SEBASTMN MGMA S UNE 14 PUT BOOK 89 PAGE 43 I NORTH LiNE of (OCCUPIED) HARBOR POINT SUBDIVISION NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13-31-38 N89'39'54"E 350.00' PHASE 1 NOO'05'36"E fE - Bnrs� 4.04' pPFP.OXIMATOP _ � '" i ``�-^-....._..�-----^----•----------- -_.. -----.-.-_.- -- ED>E WATE-.� ----- -� `�- ""-•-� APPROY, ' :MATE TOa - _ or fiAwlt i or_` R `- • __-- ..._._._, - I I j -_ 147 m CM 9Q1 BRA f N/ smis �1 our+� a"'i Saar w/ eais '1 EDGE OF WATER - •- - _._-_ -.-__ _ ` (3/24./Or,) IRC SET F LB 6905 •_ w STOP SETPK76901, LIGHT POLE _.` '-._ ' f / ' w a-s• io a._s. LOT ¶ IRC SET �, IRC SET IRC SET (� TYPE 'D' CURB_`' jRj � 1S�jW��l++'jj1L��9 ll9 GAP LB 690 I LB 6905 'WITNESS' LB 6905 �` I ��ill�1G11�� IUJ�il1C t�� 30.00' OFF CORNER f _ SET P10) F.B. jj��}}}}��//''�v q 19 6905 1!`lly1IJ'y 1ClUT, /6 % /^♦♦♦ �, (DESTROYED TRy11NOTER) R H _ a C SET IRC,cS�ET L 6905 Fill �( y.% IRC SET MATTED ` o ��drtb.�tlJlillllrlLJJ� L�6�Q5 / 40. `r2�♦ A LB 6905 ' `4_ / _i IRC SET �� O . r .-__ LB 6905 \ I N o mP ' ♦ , o .MH= sJ o \ LB 6905 `�'� \ N,1 ` A V ®T 1IA\ 4rT ir ibJ1l Tplln) Aq �\ / ` / 1 - aR AND M >RnO4 P5* / A'1�� 2 a". \ r ► / -r_,, EXISTING LAKE AVERAGE WATER j IRC S \ ELEV.=17.6 �A p op \ \ f r r LB 6905 ;.` / ♦♦ rL I ADA RAMP WITH TOP MEW o / ♦ Qa. / / TRUNCATED DOMES v PER FOOT INDEX #304 �� \ 11Q � rt. t ING i ,c ` (TYP.) ,.� \ j 1 . 42.9V IL• 25. p I Q I'�q i uor vungo / ♦\ ���\ .I /,�♦♦ ; \ �`��, / rLFj.4 ; / ♦♦♦ ` �on�ol/ 6o i A d+am0 t ' ♦♦ r I t 8 / % ♦r \ � � III i • l ., . � i ., _ / ♦ p 'rr�. °^ i ♦♦ \ ♦♦♦♦ \ \ F �' i� ll (+.. a �i�l f i ♦♦♦T ro\o\i�i o�ppu+°Rpa+° o o b \ u c' ♦ 8 18�I„ y I 3g 6 / % ♦♦ �eq' IiE aiii0o PAW BAYS er .t lot ADA RAMP _ / / ♦♦ O \ \--_' TYPE 'D' CURB MH�>j' I fj .. g�, o / ♦� \ o ►� / TRUNCATED DOMES , O ' ♦)`� rt ,,. (L�) by j �� \ 1 it ! � / ♦ ., & " � + + � ♦ \� .Rout aEw e / �j PER FOOT INDEX 304 ; / ♦ ;•! ; , 1 ,� i i / , .: ,�, � � �; . � ,.� . -:.: • -' ��, � �I� ?,� ` -- . F o � STOP SIGN INSTALLATION DETAIL `¢. ,I • ��' iii:lj:( 'r 14tiE I, { '' , s INN - i , r - (41, I : 4k"_ �Is.: ` kwiiS i t; f:h hs IC,s': ;)If.I,� i' �'� �jr • • L1 ., I � _ I ,p�•. alb✓'. UIh.'w :1 Y;�i?. � RECREATION TRACT BYILDING 1 LIGHT POLE • �� tv::,l�a °`li .fi�t'� , •..I , { /�//// � :. . ! i'I � • ',;fill I 'h u;'f{ / {,I I:i ..I{{ aIi':�� �� � t• I:i. I�'•. 1 �~ U.; h f j .'. ' r\y. ♦♦ ! I i O FOOTINDEX 017345 --- - TYPE '0' CURB I �> ' -- c' 1 TYP G�°a • ,-1---- . \• '� �' Q`�� ♦1 i / �` `�� � ' ,. - III u.. I:' -••+') - -" --- ' - N �t ucHr POLE M , o 4 `♦ ,% 17.0 ♦�� ti`'/ /� 2S 70 I i ` a r ---- I STOP BAR DETAIL ASPHALT (TYP) PAVEMENT \ .. =t 6 \ \♦y / \y �i O, / J i.ji I 11 Z j NTS \ Ri-1 STOP SIGN W/ o ♦♦ / A y iJ ^^ t b37 i 24" WIDE STOP BAR ♦♦ % 7.0 ♦♦ %I - cr u!..._ - i �{ ADA RAMP WITH i ♦ / t TRUNCATED DOMES \♦♦` ' y ♦♦♦ % 1 I �! �# I #304 ��I� \ IRC F0. PER FOOT INDEX AVEMENT FLUSH \ ♦ ,/ '' .+ e i --J ��" ""���+,D I O.tO' EAST (�') WITH GRASS STRIP i ♦♦ / ' `�LJV' L D.23 souTH ( I (•) I(n` POND CONVEYANCE •�� ` _ •�� ' ` 0 I� BOUNDARY LINE ♦♦♦„�i I H ,6 0'! 4' TYPICAL / PROPOSED V WIDE M" i i o IRC F . \ 1 / �. / / i 1" CONCRETE WALK PROPOSED RELOCATED LB ssos MH=,6 6 O O RETENTION AREA i 8 r ' - "i' l,DA WITH i 1..5 AC. ! O l I a u'I;" iy, TRUNCATED .DOME 1 ,� i 1 / 3h' PER FDOT INDEX ! <, I O O / (VAC 1\a �7 1i (TYP.) y /a I I cc 6 ,ys%�• 2' / i Il(f1�+1IR'+S I��\O r V TRUNCATED INCLUDED MH N O DOMES DETAIL io I NTS SET o 1 ! I =,e�, Q , f., I 1 / U' '`n �izf� - l l 0. TYPICAL FOR ALL SIDEWALK Le 6905 J / / I CONNECTIONS TO PAVEMENT / • �'hd • u 1 a r / IRC SET � �� �{;+� �!il �E' -�-� / I I . ,, I Qj �- i / rr ' \ . ` _ ` `may u Ou k Parcel A' / l 4/ I � 65 4 5 0 s f . "FIRE LANE' ADA RAMP WITH /- 7 , SIGN TRUNCATED DOME i! .0,5 ac. P-1 PER FOOT INDEX / / �� / ti a / \ LIGHT POLE •• W H=16 #304 (TYP.) / ``T\ ``` tr;. M p16 i a+ \ 24' WIDE STABIUZED �� j \ ', , ` _ 1 NOTE: EMERGENCY ACCESS IRC FD. / VI I TYPE 'D CURB ONLY IN AREAS SHOWN. ALL LIGHT POLE " "t' , , ^ LB 690 \ ,• \ P_i F O% i r"� A l �O r edI r4 OTHER AREAS TO BE FLUSH WITH soBR l F(. r?G / / .1/ i l I � �jn ? � � I I "� Lo PAVEMENT IRC SET o , T,` LB 6905 1 \, i / N/ / I 1 I O I .., M 16 ���f, 0 1 ''\ R .dhir, "'�ri }:�' IIIIi' ,l!� 'i+ ,�I i.1 a;;. - / / / i�,l,�•(tr. ; I:II. :I,iUs, --•- - -- 1 • ' IP�D E rs + � oO URB Ci----i1i1 � NOT JACsJJdJ UTH -NJ I I t I 'FIRE AANE Q k� iy / 4 / � III i SIGN `� �" / / F��O fi{, a 25 -� - -- � / % � � t t�.. 'Nb TYPE D , 4 .� /JO, / i6, = W I � •y••i �• £� �1VG URBd / I l!lflIffld j 1 ISK FD. D;`1 \ t� % 25 % a F'S P-1 /i° %a' LIGHT POLE Lu "FIRE LANE t / A6A RAMP iGITH O, r y f . I �� 1 IRC FD. SIGN �� / TRIJNCATEO DOMES �. 1 f • / / •FL 4 I \ 0.30' EAST 6' WIDE CONCRETE SIDEWALK \ ` ���` / / PER OT INDEX #304 TO BE CONSTRUCTED AND CONNECT TO EXISTING SIDEWALK SOUTH OF PLAZA • / / / _1 ON Ert�DRNE rY° ; _- -_- ( �� \. 20• DRAtNAGE/LITiUTY EASEMENT TR POFITION, OF 'F' CURB �`� / MH=1 k (TyTi} MH 8 i = IRC FD. \ AND PE CE WITH MOUNTABLE ` ��� r �� f CURB PER�FDOT INDEX 300 L\ % / N `�� �� ;l -LB 6905 8 E 'D CURB I / B / i ki .r., �� MM-1s (') ro SITE INFORMATION OWNER SURVEYOR CHESSER S GAP, LLC HOUSTON, SCHULKE, BITTLE & STODDARD, INC. MR. RICHARD JONES 1717 INDIAN RIVER BOULEVARD, SUITE 202C 190 CONGRESS PARK ORiVE. VERO BEACH, FLORIDA 32960 SUITE 180 772-794-1213 DELRAY BEACH, FLORIDA 33445 561-274-4210 ARCHITECT LANDSCAPE ARCH. & PLANNER DOUGLAS ROOT ARCHITECTS LUCIDO & ASSOCIATES, P.A. MR. DOUGLAS ROOT MR. BRIAN NOLAN �\ 445 E PALMETTO PARK RD 100 AVE A, SUITE 2A BOCA RATON, FLORIDA 33432 FT. PIERCE, FLORIDA 34950 561-367-1505 772-467-1301 ZONING LAND USE i_1 PUD-C/RM-8 CG N V m ? f cI - SITE DATA (PERMITTED) DEVELOPMENT AREA = 631,620 SF = 14.50 Ac = 100.0% MAXIMUM F.A.R. = 21.780 SF MAXIMUM BUILDING AREA = 252,648 SF = 0.50 Ac = 5.80 Ac = 3.4' = 40.OX MINIMUM OPEN SPACE = 315.810 SF = 7.25 Ac = 50.0% a G� SITE DATA (PROPOSED) V SITE AREA = 631,620 SF = 14.50 Ac = 100.0X to I - BUILDING AREA = 137.672 SF - 3.16 Ac - 21.8X Z o m CONCRETE SIDEWALK AREA = 17,139 SF = 0.39 Ac = 7.9X CONCRETE DRIVEWAY AREA - 49.735 SF = 1.14 Ac = ti ASPHALT ROADWAY AREA = 86,123 SF = 1.98 Ac - 13.7% a TOTAL IMPERVIOUS AREA = 290,669 SF - 6.67 Ac = 46.OX Z w n TOTAL OPEN AREA = 341,075 SF = 7.83Ac= 54.09' W (nuj C v SITE DENSITY Z 0 SITE AREA = 14.50 ACRES t� RM-8 = 8 UNITS/ACRE IV U DENSITY ALLOWED - 8 UNITS/ACRE(14.50 ACRES) = 116 UNITS Z 0 DENSITY PROPOSED = 116 W (UNITS (e�. BUILDING HEIGHT MAX ALLOWABLE BUILDING WEIGHT = 35 FEET Z -V 6, N PARKING DATA (RESIDENTIAL) I-- N a PARKING REQUIRED = 2 SPACES/UNIT(116 UNITS) 232 SPACES Z -j M o PARKING PROVIDED = 232 SPACES (IN DRIVEWAY) Vg '-I V) U CONSTRUCTION SCHEDULE V J I1`11V vvI\..7I f\vv l i V I 1`1v YGmuGR zvvi END CONSTRUCTION AUGUST 2008 PERMITS REQUIRED CITY OF SEBASTIAN SITE PLAN APPROVAL INDIAN RIVER COUNTY UTILITY PERMIT S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT MODIFICATION F.D.E.P. N.P.D.E.S. NOTICE OF INTENT F.D.E.P. WASTEWATER SYSTEM CONNECTION F.D.E.P. WATER SYSTEM CONNECTION CITY OF SEBASTIAN ROW PERMIT CITY OF SEBASTIAN OEWATERING PERMIT FLOOD ZONE THE SUBJECT PROPERTY IS (LOCATED IN FLOOD ZONE 'X' PER F.I.R,M. PANEL No. 12061CO078 E, DATED MAY 4. 1989. SURVEY BENCHMARK THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929. THE BENCHMARKS AS SHOWN ON SURVEY. WASTEWATER SOURCE INDIAN RIVER COUNTY UTILITIES GRAVITY SEWER WATER SOURCE INDIAN RIVER COUNTY UTILITIES WATER MAIN TAX PARCEL I.D. NUMBER(S) 31-38-13-00000-1000-00001.5 SITE ADDRESS SOUTH FLEMING STREET SEBASTIAN, FLORIDA 32958, . \ 0.21' NORTH ` ' () © v kaR I WT 3 S OP05tD MONUMENT / i 2S•Sbo / P16 \ (OccuPlEo) - ' GPS- 25 OF (2) ``� ! / f . ,�(I �` , / � Ic C ' P x � \ '� Z6 ,� � 1 I I NAIL/DISK FDYELLOW 24' . _ Wide Pavement 50 Access. Drainage and Utility Easement V.= 23.49LRt 4­ i IRC FD. 200.67' 150.67' GRAPHIC )vT/"1 SCALE �1 TIE - 0 EXISTING TYPE F -WRB a. , I I, [I (. 0.40' EAST tillrl'�I�1L IC ►JCALE % 1 SIGN W `��ER FDOT INDEX 300 (M�\ ��� �\ % / / � / �yy Ii""r (�i'I'J� O P-1 I � MATTED • • . 2 WIDE STOP ` '\ tom` `� I QV `D' I t 9 . .14';�y 1 MH=i8 •(1 0 30 s0 120 R10 ` N� I I 8 UNIT E o .. -i / / L. Z$ v UNIT NUMB R oho _ J _ _ LIGHT (tom) ! I I 25.33' 25.00' 25.00' 25.00' 25.00' 25MO' 25.0 ' 25.33' 25.33' 25.00' 25.00' 25.00' 25.0 ' 25.33' ,.. y 1`` `\ `i _ MH=f9-�� ! j / v1"i TYP. ' TYP. TYP. TYP. TYP. TYP. TYP TYP. 30' T'YP. TYP. TYP. TYP. TYP TYP. 30 / .. �c� ' a j + c -�_y_ W i inch = 60 tt. :• ` ����� % 1 I 1 I 1 t I I MIN. MIN. / ADA RAMP WITH `` i. `' ) r F LOT l TRUNCATED DOMES \\ ` �' �� , / 1 EXISTING (OCCUPIED) L----- --�-----------------------�---- 1 ----� ----� ----� 1----J -- -- td 24* 1304(TTYP.) DEX �\ - - ��i``_ / IRC FD. W/2H54 RCPLL I a FIRE DEPARTMENT REVIEW a oaO 0.13FEA5T iRLBD6905 tNV. 15.3 Lc) PE IWAL 0 pp�� \ TOP WALL=20.62 I Typical Road Section 0.14' ,NORTH ./ 1 BUILDINGS #1, #3, #4, #5 AND #7 WILL oo i PJ�-1Vll 111.L�JlJ/ `_'-!� N82*4_2'25" N N 1256533.2608 1 CONTAIN FIRE SPRINKLER SYSTEM. NAIL otsk FD IRC Fo. --- W _,128.$g' ! IRC FD.1a.3a3 SCALE: N.T.S. ELEV.= 22.92 ..� - LB 6905 SIDEWALK NAIL/DISK FD. ADA RAMP D ETAI L 523 LF of T WIDE CONCRETE slli _ TO 8E CONSTRUCTED ALONG FLEMING STREET P ` O . � 4 -.. '--•-�ELEV.= 23.77 NTS `� I SITE FLAN 1 to = 60' 0" NN I m 0 48 HOURS BEFORE DIGGING ♦ p/'C�ALL TOLL FREE 477 SUNSHINE STATE ONE CALL OF, FLOR/DA, INC. 100 67' o� UNI I 25.33' 25.OY 1 25.00' 1 25.33' TYP. T TYP. TYP. w J WU>W> a in w W z J Z Z w W � Z 0OQ Z Q 0 z OU Ct Q c ct J (D w (U) z 0 y) `` rn v A V) Q fD w W w V D AARON J BORLF-9 FL PE 1t ❑FL FIE / SHEET *�3 OF 16 06-295 R CT 9h - � � ®� G& - N89'39'S4"E 350.00--__ (OCCUPI ED) EDNORTH LINE OF TH _ �11�ORTHEAST QUARTER OF SECTION 13-31 38 � N00'05 36 E APPR TOP OF BANK _-�� +21.6 4.04' t N +22v i NORTH LiNE O +21.4 HARBOR POIN h / 0•P-OF BANIS i DRAINAGE SUBDIVISION I STRUCTURE': SCHEDULE / 1 PHASE 1 LAKE #2 STRUCTURE TOP o b INV EL = 14.00' ( NUMBER ELEV INVERT ELEVATIONS BOTTOM CONTRACTOR SHALL INSTALL SILT FENCE r- NORTH SOUTH EAST WEST DESCRIPTION c 8 0 v + LIGHT POLE TYP. ALONG SITE PERIMETER AND MAINTAIN DURING z (TYP.) CONSTRUCTION. REMOVE SILT FENCE WHEN DISTURBED'�-� v v AREAS HAVE ADEQUATE VEGETATION STABILIZATION �2t,p { v`'', 1 23.00 11.40 11.40 19.00 10.90 TYPE "C" CATCH BASIN W/ J BOTTOM / 02 r7.22 2f.5 i.' w Cr dl 1.5 4. z1.s 2 23.00 19.63 19.63 19.13 TYPE "C" CATCH BASIN y 9 !Ort", via fr i \ ' C7 (�'�T� I �� � (�; (� i O 23.00 19.50 15.03 15.03 14.53 TYPE "C" CATCH BASIN a. CL 0. �+Jl�1laY\\9t a' �J t1/G �)!l 21.8r7 ��� <O�d ` j c to m Vl ¶� 3.9 4�,.� . (� + r>>. a 3a 19.75 P.B. 139 II, l6 +23.0 $ � �, ' a \, �- z O 23.00 19.25 TYPE "C" CATCH BASIN o 2 2 p� t; I�'ILA I[� '.11 rr (n v) in (OCCUI' EED) ` 3'�3 I \ I a 23.00 14.63 14.63 14.13 TYPE C CATCH BASIN ,SF �' r4 3.5 +24f k rza9 INV EL = 13.50' o 3b 19.28 " " jF I �-I t T k� x NOT 1.�N,1...�� ll, I)ARD � � O 23.00 15.15 15.15 14.65 TYPE "C" CATCH BASIN i4 `° `ter r.5 +18.a Z1.5 `ham. 3.2 1� r ;+` �� -0� r 15' WIDE EASEMENTvISTING LAN{E AVERAGE WATER {; O 23.00 14.81 14.81 14.31 TYPE "C" CATCH BASIN \ f +21.6 z2o / FOR POND MAINTANENCE ELEV,=17.6 6tD h N° f 23.00 14.25 14.25 18.60 ? 13.75 TYPE "C" CATCH BASIN o0 0 °i (. +22.2 I 8 �' / +21. , 7 „ „ LO 0 a23.0 2r.7 6 4' Q ii O v1 UI�D f 6 [ 23.00 15.93 15.43 TYPE C CATCH BASIN rn +J2.5 F F. . EL. r-G 3 2/ % -- - cV O W co +16•0 /:/ 2 ; ' �N p0 25.� + 9A +21.15 8 23.00 14.69 15.19 14.19 TYPE "C" CATCH BASIN 2 to m Z II �C • 0 ,(� 9 23.00 13.50 13.50 13.83 13.00 TYPE C CATCH BASIN W/ J BOTTOM j23.4.3 10 23.00 19.63 ! 19.13 TYPE "C" CATCH BASIN 101 23.00 18.89 18.89 18.39 TYPE "C" CATCH BASIN :.2r�r, ' Ir 12 23.00 18.53 • . � +zr.7 Y � e jf 18.03 117.53 TYPE J-8 MANHOLE 22.2 22.0 \ +21.& - 7 ,c,��//� Y `•, 4 �Y; �� /� r s j 1 ` 13 23.00 17.09 17.09 16.59 TYPE "C" CATCH BASIN +220 7r 3 9 4v. Y , Y , o ��. k 1 Y / ' \.. 14 23.00 17.64 18.14 17.14 TYPE "C" CATCH BASIN +222 , = o---LIGHT POLE �, ;i / S ( ?S 7? ��y i. / fi, Y Y` i �Oi'B +21.4 15 23.00 18.90 18.40 TYPE C CATCH BASIN 2z.. < +�1.. 23.2 s�^ i Y, (TYP.) I B ILDI +2r.5 /'`�' / " Z 16 23.00 19.63 19.13 TYPE "C CATCH BASIN • rn m 11\\ r f ' ,Y / +zz. '` � YT ;�1 +226 F.F EL. - 25.5 I / / YY „ „ (� 0) f `d \ o r I I T /� / // 1_ N J +zr,c 1 0 17 23.20 13.50 13.50 13.00 TYPE J-8 MANHOLE Z W N N \ S f /� 4.20 Y �* /a / 6 / 4i1 1Y Y NOT USED NOT USED .® W W w n Q' \ ro \ �:. Y Y.r r,,, 1,'. �r, ►`�', cir / / / i 7 Y . o „ x 22 a 23.fi Y Y O / / I 19 22.00 13.50 18.65f a U, a 4 1 \ G O 13.00 TYPE "C CATCH BASIN W/ J BOTTOM Z E-- LL O F , Y � +3�24' . , rY Y � , t Y ( O, Y 4' _ �� 20 22.50 19.50 19.00 YARD DRAIN a \ f2r.6 SOG' \ Y 3 4 I / / / 0 i1 O�p t / / .� Vj / z24 ; - Q \ O 23.2 b �, 22.0 21. Y , r _ *► 6 23.63+ �� x rY \`� +2,Z 4 / / O ✓^- .a; f 1 18.50 YARD DRAIN \ \ B `• ' A , / ' V y. i �., , t(;... Y1�Y Y* -n C NOT USED 19.00 Z V 15:1 MAX z O \ 70 LF OF 12" 'ADS r ' o ( �F� +223 �' �� Y m 1 PERIMETER EDGE TO BE 23.50 � �� , 17.0 � �S 7� Y AND SLOPE TO STRUCTURE 30 \ � K +22.3 - P} )'O / 3'g -r_U - µ- 22 22.00 19.75 19.25 YARD DRAIN W 23.0 � si � 9 \ 3a _ CS-1 20.50 16.10 1 MODIFIED TYPE "E" CATCH BASIN 12,896 SF WETLAND \ t i, r i 5 60 Q AREA 2 TO BE FILLED :, . \ r 1 7.0 f2o.s� J _cn �? - ; , (� 422: MODIFIED TYPE E' CATCH BASIN \ ( CS- 20.50 16.10 15.60 \ INV EL - 13.50 /'1!) �r;��,; CONTROL STRUCTURE Z r N FIl� ,T1 FE 22.8 \ >/ ..Q 3b O/�` � \ 4-22.6 •+•23.4 3. 6 SF N ,t, ( '` 1 t =a W pp c° _J \ .�� r A q +22.7 ARE i TO B F LED % • \3.2 �`"` 1 o Clt'III1 ;f ,,,; os 2o.z:'. _ 4.20 Q - /7A PROPOSED RELOCATED : �,p 4223 J N o ` H WET DETENTION AREA -._ , LIGHT POLE (TYP.) +21.5 - a / k ,�• �,�-- /_ ' 7 +22o V +/- 1.56 AC. \:' 1 { (� v = �.x r S •23:1' .� + f •r 'Tl �/ / /'!- j 1, - , •� r `b Y .$ _ i� 14-72.f + { �OT s +'e �-?i �' / / 4,rbo' LAKE #1 +22.6 -22.1 _. o`, t F J w q b t « Y r + '1.8 �-� m � o 1 / \ J O.° _�, +22.5 � { W (� EU �ti ' > W w. q N S F A o z Y _ SEE SHEETS C5 9 FOR ADDITIONAL W } AL PAVING +223 �iSA �Cp .� ��s `� ,,, 4z23 SURFACE WATER 5 j Y7 , 0 u n m _ � VING � _ _ _ W Z '; n / /{( (=t � _ �i \ O`' ', �`-: .�i (:. (7 ,� Y --N �i �� / / �' / IL - 1� O f <: (,7Yy Y.� Q� I - - 1 \ (� '� �O 2z0 0 / (TO BE EXCAVATED) �� `` Yr �S:, GRADING AND DRAINAGE DETAILS AND SPECIFICATIONS � Z w � rn / M (A`11�11, ]I C�,.I.e1 I11�11:.��1 C'J ; ;' .`4�3 fr.( / �� / V L - 13.50 3,909 CUBIC YARD Mq N ?It Y 1r `mci .�k o 1 z F A Z � T /.,. r r f c �S• h Q W / \ /}f� qp Ye, +224 w a ff „ I + 23.2 h8" PO / / + - 7 +z2. ' Iry YY71 o I Q Z Out Parcel A��� : aF NV EL = 5.00 '�� _ ! m = +/- 36,450 sf.4 �' Zoa \ , `m (�r7� +21.$ 23.2 LAKE CONTRACTOR SHALL J d• E 2 AL.L UTILIZE SILK' FENCE ONLY F®F� 223 4 PETENT O, a .. p A p ^�^ C p Z +,2279 \ SURFACE WATER (TO BE FILLED) ` " / a:, LIGHT POLE / �' O I I�Ef lIlY1ETE EROSION 1®SI©N CONTROL. i ®L. ISEE SHEET CJ \ 20,310 CUBIC YARDS + 4 h 2�.,. +2t.. f22.t 1 0 N ` 1 61 / 1 \� 33 23 1 ° )Yz S 6b 21.9 < r O t r �Y 1' �, ' Y i +. 1 / .�y- v ^' O� ' , +t.` � f y + 0 4.21.0 1 f Y.-7 r / (,1•j / c , r T r i ,9 +22.8 Sf • - - - +22. ]FIL"NIJi )rll:lr� 1 �'°� EXISTI1tG 1 .IS i Yr.r {. ti rrY,i q `rr( rf t Q ' CWX. HEA MAI I t` k 3 ay : � r,' Y +2 $ �f -q a 1 i \ \ INV.=16•A5 (r+. Y' ;4 , x I Y l +i1.6 �/ i r 10 - ) 4 .. r _ z - ��.. i + � -NOT J[�`l• �.lt. it �JU)1� 1� TIE TO EXISTING - 22.90 f 4-3+: "y+•• 23.0 „ �t�"UIL 12 N MAX E .- _ \ ; � � � Yi , Y��Y,r Y �;� £ : : '"•r5. 1 Y t £ ' V / / O g : $� ,''� �� , Z 15: i REMOVE EXISTINGTYP r 3.1�^ •' F ,/Y/ �fsY7 / ?S / 4 24 E F CURB �` .ram' i - ',� ... .F LD/l / �7�' � �€,_��,�'; � Y � , >50',. , , , _ J_ AND REPLACE WITH VALLEY GUTTER .. /� z,.. £� /\/ ..`Y(` r'Y`Yr` . YY. 1 1. PER FDOT INDEX NO. 300 - r (,fYY' „ ' i w �''. ` � \ � //r; Y f. y+ 3 . • 4 #c� .�j Y i r+r-/7��s , , / / / i +L 1. ` /` ��SV' 7 ( S *�v Y iYi tY(i�'r(f' (L \ 7z REMOVE EXISTING INLET TOP AND ` 1z.5,I• A i 3yr� �r's'r ,, _ ;,•„Y � r - u - 1 { REPLACE WITH FDOT TYPE'S' TOP. �i'I' F<, p'°0 -�`� k 3.50,, �I�.. 3,5 15 Y LIGHT POLE y .;7Y rf _ r Y7 .$'� \ �2r4 T f $,«.. �Y, Y�.rr, (TYP.) s 4 Yr* Ti+ P22.0 ....- - -- -- - -- _.. o I•I, tX15- / ��� ° � �w 32 ���+� ,(Y�r LEGEND w .. - •.9P8,Nj� .. � Y� (JJJ � s..''-,: k±N� .,•::� r it' �� '�-�'A,. "4' ORAI1•IACf/U'rIUIY fASFrAf_tlf \�.23.0( 28 \� ' \rh \ I1J V.- 3Q ' ,' : s r 1x �. '1 .t r \\\\-----•---- ------'--- " l.1 }�. ;;2 .1. 31"n". (Y�•�fYv 1/ \ _ . \ \ ` \` / .6 �-�'I'/S%li'✓ l:Ni` M t. ((({ Yf Y Y. T f �11y`'.;; .5 •'� t'�:�. Yf i t Y Y 23.0 24.0 • . . ' 22.5 EXISTING WETLAND AREA 3. ra a4t 7 , (TO BE FILLED TIE TO EXISTING = 22.80 t _ \..�3.oU - _.?..:_'=. 1Y i Y ,,. (� :'j' t 9 gwr,r. +9t ) • \� \ . � �x•�, �,•. � / I (� ( ;, .. �11/->:•� 3{53 � 3.30 ..�'�iFa����':��as4 r, t � `",�' • \ .3.31 ,\ `�'� � o �: et!/ ( Y�Y t �=+s����� � z ^3 �9 � .. . • .''"l-.�.3. 1 i � ® 1 ` t'�s'9,3 4 •CD / F� `D/ l � Y � Y�+ k `'�>� zvr", �` ,.'in� I j, EC. NG � H;,, EXISTING SURFACE WATER AREA V 1�E OVE EXISTING HEADWALLS. „ u- 7F�cF 2S S ' / 3. 8 Y :', Via, 3c R� (oGCl�rIED) (TO BE FILLED PIPES INLEIS:� ' :p; o �2? /Nr/ J Y'+ `3► f 4zr.4 °��. N� 2 ) °>>� .s7 r / l �;° Ap INV EL = 15.00 z +\� ;^� _ ar�� �"3 �' RCp eLEL _ l +7.2J5 � I , Y •�Y ��r Y /, ���r�' ti ''�2. Y'I' F 'S�, `' 1 ��` 1- J.lCA NoP i EXISTING SURFACE WATER AREA (TO BE EXCAVATED) k' 0 O • °� �� nNG£W Lly I +1z:3 F.F �DI TIE TO EXISTING ,_f.7.._ 2as+;�; oo`jpeCer ` p� DEL• DNS 3 l 15 1 MAX .. ... . 23.27 f ' zs. a��4 23.0 1� �� o +2� z PROPOSED STABILIZED EMERGENCY DRIVE Q ,24 �� +Z3s - `'r+sr+� / + o� WITH HYDRO SEED (SEE SHEET C46) m \ `` 1La V3.02 \G�RCp `� ` k INV. £L' 16.85 �' • �. 2.3 33 INV. EL 17.11' w J / IE TO EXISTING V ��� j \� ,, < o lT ,� _ ---.27 \` .��``-.. T gti8 i p is ASPHALT 23.80 f �- `� "� 15-/- +22.1 (�r-CU p/ �� 2t' 1 Z (. , t I -D) : w TIE TO EXISTING = `44 22.5 ''z1.5 CONC. HEADWALL F. j W/2 4WCMP t REMOVE EXISTING TYPE 'F' CUR ' 3.r3 O >aiY Y�T '7YC1�,Y YYZ `Y J. �.ns�z N82•g N N 1256533.2608 'iY7Y`�/r�YY`YJYf+tYYYY'� CONCRETE PARKING Q AND REPLACE WITH VALLEY GUTTER r.234 Jr z ,� Yr. i PER FDOT INDEX NO. 300�...W�28.59' / E &242t4.3a3 YY 1= Z3.63 �7S TIE TO EXISTING - 23.10 f Q - _ ^� CONCRETE SIDEWALK �+� �d11CdZVl V `Jl) _ : - �....� sy- :3.... ^ L ,3 LF 14" RCP 2i w ro - - _. CONTRACTOR SNAIL INSTALL SILT FENCE i ` - `-�z t c-_._____- W V- ALONG SITE PERIMETER AND MAINTAIN DURING i3 26 s O CONSTRUCTION. REMOVE SILT FENCE WHEN DISTURBED.1 1 rn u1 - ---_ � AREAS HAVE ADEQUATE VEGETATION STABILIZATION - - -- � \ T - i 54 CONTRACTOR TO MAINTAIN ABILITY '-/_' _ -' '-- " TO ACCEPT EXISTING OFF -SITE CONC. j_ I �i�__-I ZZ'..,- -- _ 2318 ie°�o1�ALc `� NL-AVIYA L F" � r7 DRAINAGE AT ALL TIMES DURING 3 J GRAPHIC SCALE I /NV. E'L.=1i.;7 \ ,� CONSTRUCTION. 45" MP // CONC• HEADW 2•8Z. J- /NI! FL::rt7.56'- C W/2 48'CMP aD 0 3Q d0 120 240 q�, ¢�.. ��4P CONTRACTOR TO RESTORE A/Inomi. Bmm ��5 LAKE 3 ,N13�f_7_.=16.SE' � TO ORIGINAL R. PE ,tea + , _8. 45 G AL EL. - 22.00 ROd�iT E LE01V n' 9 � o o - PORTIONS OF TOP OF BANK � � �,� IN FEET) I_t25 5.ix4.2' - r0AITv� Srru. JrE gl r to p Cn +.. �o- • 1 inch 60 !i. 7-OP EL. ,72 ��A rE- E/.. =T.2. r?i' 2y4' A. Ft - Et.-£L; 1,i-IN -H7 CS-1 CS- , / CONTROL CONTRACT�TRU�TURE,OVE PIPE AND 48 HOURS cAct TOCLORE FREEDIGGING SHEET PAVING GRADING AND DRAINAGE PLAN . INV. LivuAn v�)=01 6' EL.= 29,' S. /NV. EL.(74" RCPJ-1� G' yi- C81 t1 L3orr. EL.--rrs.14' Imo, 05 E:krsnNc 49 tr ? HEADWALL AND REPLACE WITH 2 Qw_,�r��n 1 " = 60' - Of' �2t_ 0r 24' reP . TYPE 'E' INLETS, (2) 36" RCP PIPES v �tV V - 7of[ AND NEW HEADWALL. (SEE DETAILS) SUNSHINE SrArE ONE CALL C4 N CONC. J+EAn{t!AL_1_ OF FLORIDA, INC. �1 OF 06-295 - _ ___ __ _ _ _ _ _ ____ _ _ _ _ _ _ __ __ _ __ _____ _ _ r j. I -- - s 9 _ TDIT- - - N89'39'54"E _ 3 0.00 - _- - � • , ______�_____ i4il?1A71�1e..14- - 1f� ® ��II•;kGB ., /:,..5 1. - - (000UPIED) NORTH LINE OF TH�IiNORTHEAST QUARTER OF SECTION 13-31-38 n 1 TURBIDITY BARRIER NOO'05 36 E _�` +�© _ +2,•G 4.04' EROSION AND SEDIMENT CONTROL NOTES APPROXIMATE T�P OF B���K -�•- +220 NORT LINE OF --____------•------- - �tARBnR POINT TEMPORARY SETTLING BASItJ �- �-' A!'PR-°�MA�E,a> or BANK +2f. r. Construction activities con result in the generation of significant 13. When work in a live watercourse is performed, precautions STONE OUTLET SEDIMENT SEE SECTION K-K ON C48 CONTRACTOR SHALL INSTALL TEMPORARY UBDI lSION amounts of pollutants which may reach surface or ground waters. shall be taken to minimize encroachment, control sediment TURBITITY BARRIERS AT EACH PIPE THAT PHASt 1 I One of the primary pollutants of surface waters is sediment due to TRAP. INVERT ELEV 21.T. transport and stabilize the work area to the greatest extent ENTERS THE EXISTING . (TYPICAL AT LAKE #Z i erasion. Excessive quantities of sediment which reach water bodies SEE DETAIL K-K ON C4B i'-\ 3 LOCATIONS AT LAKE 2 of floodp#sins have been shown to adversely affect their physical, possible during construction. Nonerodible material shall be Y P used for the construction of causeways and cofferdams. It 36' /I � biological and chemical properties. Transported sediment can Earthen fill may be used for these structures if armored by i obstruct stream channels, reduce hydraulic capacity of water bodies nonerodible cover materials. 1 - .:._ 1-••, ) �22 CONTRACTOR SHALL INSTALL SILT FENCE—' EXISTING GRADE of floodptains, reduce the design capacity of culverts and other ALONG SITE PERIMETER AND. MAINTAIN DURING I. CONSTRUCTION. REMOVE ,SILT FENCE WHEN DISTURB D21.0 works, and eliminate benthic invertebrates and fish spawning LIMITS OF DISTURBANCE .2? O substrates b siltation. Excessive sus P g 14. When a live watercourse must be crossed by construction / 1222 .`~���,� AREAS HAVE ADEQUAT 2Y,SGETATION STABILIZATION 0 q')'' ( Y suspended sediments reduce vehicles, a temporary stream crossing constructed of �(( T light penetration and therefore, reduce primary productivity. nonerodible material shall be provided. 1 11 Ily :21.9 21.5 (� EUMIERS (((�� . P1.8 �� \ \ _�� 1 I MINIMUM STANDARDS 15. The bed and banks' of a watercourse shall be stabilized ¶��� ��y/-v q 2.l i Is" \I'll\\ � \ / `--� �?.:41 3 B L=20.0 -3 1. Sediment basin and traps, perimeter dikes, sediment barriers immediately after work in the watercourse is completed. P.B.L3' � /6 / �1 \ \f•23.0 \ \ \. and other measures intended to trap sediment shall be • 9 • / \ \ _� �i ,- 16. Periodic inspection and maintenance of all sediment control .5 � constructed as o first step in any loud-distrbuting activity structures must be provided to ensure intended / `� \ � .. +24 f NOTE: I. and shalt be mode functional before unslo a land disturbance P purpose is w�`v��J1C1I 1� / - _" t205"r 1. STONE OUTLET INVERT EL-21.70' P accomplished. The Developer, owner and/or contractor shall be 4 / � r � f / takes place. continually responsible for all sediment leaving the property. �. rr-r \ \ \ ~`���I _ I ` ` 2. TEMPORARY SEDIMENT BASIN iS DESIGNED I Sediment control measures shall be In working condition at the \ I +2Z0 + �_tr' \ �/ TTT i FOR DEWATERING OF 80 GPM OVER 24 HRS. 2. All sediment control measures are to be adjusted to meet field en of each working day. o` 2?2 / `� 0", l l 1 `'` I conditions at the time of construction and be constructed d o g y � \\ I I �/� \ \\ \ / / ` If _`- _ prior to any grading or disturbance of existing surface C / `T +18.8 :7_Z.0 ��� \�� + r% \ \ \ , r T�1ti 22.0 material on balance of site. Perimeter sediment barriers 17. Underground utility lines shall be installed In accordance 1.5 / ►�•. I i \ \ I ( +2Lt -� SECTION K - K with the following standards in addition to other applicable � v i� ((( shall be constructed to prevent sediment or trash from flowing criteria +20.1 �c� ,wry' \ I +2, r' -�' \ � \ f p /' ► / N... or floating on to adjacent properties. 1 F` �` \ y r t22.2 r' \ \ \ O / \ 3.0 "\ 21.7 r ra " Q / 1 / --' \ \ s / eV�t-0 1 6 / f 2i ' A. No more than 500 linear feet of trench may be opened at + 9 Q / �, \ , -�'r' \ GA, � � - I'NG ! I it ,, • , I • ! • • j 3. Permanent or temporary sail stabilization shall be applied to It i! ii .I; denuded areas within seven days after final o . 22 °1 , \ \ + 1.5 /� �E, 3 +• i• t ' 1? one time. ' / / N Q 1,' + `.,� \ I 1 r' \ LNG 0 \ 1 25. +21Ir Ys grade is reached +188 ; / 'I` 4 / \ \ \ `mod 7t1. �` 0' / /^� f q�„ . on any portion of the site. Temporary soil stabilization i / \ \ v \ 1 - / \ +21•9 4o r ; I shall be applied within seven days to denuded areas that mayB. Excavated material shall be placed on the uphill side of \ / (/ " \ ` / IN \ C `` / ` �' 1 I' '•' `i III -t'+ I� )i Ill i'Ij-'.1i P I I 1:. not be at final grade but will remain undisturbed for ion er trenches. �. - \ r 11 / \ \ \ `- \ rlI Y, 1 ! L#, I / / A �j�� 1. I I g g -23.43 �� \ / ;^ '+ ; / \ than 30 do Permanent stabilization shall be applied to \ \ \ F i', 1.; H l t / roo I' pP C. Effluent from dewaterin operations shall be filtered or ,, 1 , Z3 / \ areas that are to be left undisturbed for more than 'one year. Y�,a' % ` \ ' , \ N ��� \ ,, o EXISTING LAKE - AVERAGE WATER y 9 P r \ 8 \ 1 / `� \a passed through an approved sediment trapping device, or \- / / 9 - both, and discharged in a manner that does not adversely r v / \ O + -. 6 +2L. . I- ELEV. -17.6 is 4. Durin construction of the project, ct soil k it g y e / / i \ �� \ , ''.. O / 9 p je stockpiles p es shall be affect flowing streams or off -site property. \ Q s / "� \ \ I ,.,, / X. stabilized or protected with sediment trapping measures. The f , +21..5 , , \ �\ i / `� 4 � applicant is responsible for the e P temporary orar P P protection and e / P YP � D. Restobili i n shall / ._ zot o s a be accomplished in ac cordance done with �� +1. e t Y23.84 2 7 P .. �� \ \ \ � 5 (/ I permanent stabilization of all sots stockpiles on site as well 2 / )" \ \ 1� n ° , ., - /� / i �� these regulations. f 22.2 e / L I' ''' ' �, 1 ' r {L• '� �� ^1..5 as soil intentionally transported from the project site. ! - t2L8 :I ( r; G� / / \ i, rt ,�.: Ij .d. I I :r�' Il,:;p' rH; , 2 F , / i t� C /� > 18. Where construction vehicle access routes intersect paved / i y " ' 1 i / 5. A permanent vegetative cover shall be established on denuded i. 7 ♦ 1'; It " O 'G1 / P g public roads, provisions shall be mode to minimizethe/� I F� 22.0 ': , f f , areas not otherwise permanents stabilized. Permanent is`�/ �� /�S y transport of sediment by tracking onto the paved surface, ` I , , - Wi / vegetation shall not be considered established until a ground +22.2 ,, ;. t / / ), \ 1 / 4-21.4 where sediment is transported onto a public road surface with ?S 7� / � O• / / cover is achieved that, in the opinion of the Reviewer, is r / / / a, P curbs and gutters, the road shall be cleaned thoroughly at the / B IL�I +21.5 / / uniform, mature enough to survive and will inhibit erosion. 2+� ` JO' / / ti O F �IG 1 / end of each day. Sediment shall be removed from the roads by R, ;. ,, +22. ' +22.6 �-• = 25.5F I r 6. Stabilization measures shall be a lied r shoveling or sweeping and transported to a sediment control d -i + / (- I pp to earthen structures disposal area. Street washing shall be allowed only after .: / \ I I. . / +2t r N such as dvms, dikes and diversions immediately after sediment is removed in this manner. This provision shall 53 /^ r; I I O ; t installation. p o s ai ' ,'; apply to Individual subdivision lots as well as to larger �. ..;%:.- ; . 2.3I 7. Surface land -distributing activities. +2 ;\rr ,' ' \. ,_ I I S L u ace runoff from disturbed areas that is comprised of flow \ 60 I I I I �^-r O from drainage areas greater than or equal to three acres shall �. � � 1 I I I / 4 . 19. All temporary erosion and sediment control measures shall be / d r ___i_` i I I I I I 1 be controlled by a sediment basin. The sediment basin shall \ Ci O )1 -- r _ _, _ I 1 I " 4 1 be designed and constructed removed within 30 days after final site stabilization or after 4j• \ /---�____, I / / ,,,�,- ; +� 1 9 ucted to accommodate the anticipated r: �� 1 ` ---� / e`` ' : r ! ' O _ 22.4 sediment loodin from - the temporary measures are no longer needed, to the opinion of 1� +�. . ;. ♦ / / ,(- ,4 � 1, Id; _ -1 �1 g the land disturbing activity. The the Reviewer. Disturbed soil areas resultingfrom the outfoll device ors tem desi n shall take into account the / 23G 1 `�� , /+ 2 4 ( /' w :{I °*1 ► i disposition of temporary measures shall be permanently �; / 11 / � ,� r R , , , C 1 j total drainage area flowing through the disturbed area to be / \ / „` / �i ; ' m 1 i served by the basin. stabilized to prevent further erosion and sedimentation. ` 17•Q (� +22 2S 7� 20. Properties and waterways downstream from construction site \ \ / y 0 1 8. After any significant rainfall, sediment Control structures PAVEMENT s I / +2`•"3 r �\ O' 11 shall be protected from sediment disposition and erosion. �Ki / Z I I will be inspected for integrity. Any damaged devices shall be .� a 22�1\ \ / 1\ / / N 1 corrected immediately. / +i0.6 Ly,�i_ -- --1 21. Phased projects should be cleared In conjunction with _ ` -2t9 +2t� r' \ ^1 `�), ) %.D \�'(, / •\ -UP C4 1 +2' 9. Concentrated runoff shall not flow down cut or fill slopes construction of each phase. ._� ` ♦ TEMPORARY SETTLING `BASIN I- 2 - / PIPE �� / e, unless contained within an adequate temporary or permanent / / 0 22. Erosion control design and construction shall follow the +23. .' >1 +23.4 •c ___I I=1 Channel, flume or slope drain structure. I requirements In Index Nos. 101, 102 and 103 of FDOT Roadway IFL� �\� +22.6 `� / ` .� �_ C and Traffic Design Standards. i H 10. Whenever water seeps from a slope face, adequate drainage or �.'. `��i +2Z7 r� .' // ' • • . \ +22. 3 other protection shall be provided. ����� _ . : PERMANENT / +29.2- CONTRACTOR SHAL INSTAL FILTER CLOTH 23. The Reviewer may approve modifications or alter plans to these / �. . .- .. -1 SEDIMENT BAST /. 21.8 erosion control criteria due to site specific conditions. BETWEEN GRATE A FRAMES. CONTRACTOR 11. Sediment will be revented from entering any storm drain `'' --'� �� SHALL REPLACE A /OR MAINTAIN AS NEEDED +2f.5 / +' _ � �t 2 j �`= { DURING CONSTRU IbN TO REMOVE SILT AND system, ditch orchannel.All storm sewer inlets that are CONTRACTOR SfIAL INSTALL FILTER�CLOTH z mode operable during c BETWEEN GR TE D FRAMES. CONTRACTOR i' ' J ,l +22.0 PROPOSED RELOCATED / EBRIS (TYPICAL ALL J4 INLETS) P g construction shalt be protected so that SHALL REPCE ND/OR MAINTAIN AS NEEDED �+ 4 �-1j �% / 6 ,, sediment -laden water cannot enter the conveyance system DURING CCINST CTION TO REMO SILT AND '`. .'•,;'.<� -n 01 -,---I ,- 7� _ RETENTION AREA 22G $ O / m I 1 t�j without first being filtered or otherwise treated to remove I DEWATERING/ FOND CONSTRUCTION NOTES DEBRIS PI L AT+22 1 24 INLE�3) _ 1 _ - -_q r_ � ( � / - r-22. t, O Q -_ a. 18 -�L`� 4 sediment / 1 / +� 1.53 AC. / / o i. PRIOR TO NEW POND CONSTRUCTION, CONTRACTOR SHALL %' '"',� 4 (r1 1 / I I ' / // / ,, I o I 12. Before tem temporary or newt constructed stormw ter nv n I INSTALL SILT FENCE AND TURBIDITY BARRIERS AS SHOWN. _- i , CQt Rif, OR SHALL INSTALL TEMPORARY F��` �0 , "�► P Y Y a co eyo ce \ `s - 4 1 �/ / U PITITY BARRIERS AT EACH PIPE THAT / - / . channels are made operational, adequate outlet protection and 2. CONTRACTOR SHALL CONSTRUCT MP LIMITS OFF DISTURBANCE : TH PROPOSED LAKE. TYPICAL AT I p TEMPORARY SEDIMENT BASIN ( ' - Y any required temporary or permanent channel lining shall be AS SHOWN FOR DEWATERING ASSOCIATED WITH CONSTRUCTION 11 / / �O % 1 / •/ 13 TIO S AT LAKE # 1) �' _ \ z OF THE NEW POND. +22.3 _ �A1'' ` (, C 1 j +21..5 / Oh J m Installed in both the conveyance channel and receiving Vs _, . 22.3 tip' �, - N Y s- R channel. ,Q 7.20 / �- " `1 / / '� / /` • ` //. / 4 o I 3. PRIOR TO FILLING EXISTING POND AND PRIOR TO CHANGING 2, \ _N �a�► ,` i J O Q ,• l i EXISTING POND OUTFALLS, CONTRACTOR SHALL CONSTRUCT i �. 1\ a J� THE NEW POND. PRIOR TO FILLING EXISTING POND, ` 2 MCA I O - / / / � ^ �/ / CONTRACTOR SHALL INSTALL OUFFALL PIPES FROM NEW POND. tji ®� ����� -j /� ���\ ` N y W +22.4 ��� Sheathed EAw Steil Cable CONTRACTOR SHALL MAINTAIN ABILITY TO ACCEPT EXISTING _-_ L S 0 DISTURBANCE a 59800 lbs. Breaking StrengtAj N1th OFF -SITE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. / , a . ..; . , . • , , CONTRACTOR SHALL INSTALL / 0 C' X Slotted PVC Connector Pipe Galvanlzad Connectaa root Free Dixonneat \ LIMITS F D TUR \ a' / / TEMPORARY TURBO BARt�IE / Q /1 m / i % I ( ) Closed Cell Solid Plastic Foam 77Yy o (Metal Collar Reinforced Closed Celt Solid Plastic Foam Flotation (6' Dfa. Equiv.) (12 lbs 4. IF CONTRACTOR DESIRES TO UTILIZE A DIFFERENT METHOD OF „ „ �� / / �- 1:7 +"t.. - /L _ v / ,` t< ��`y a ) natation (8' Dia. Equiv.) (17 II Per Ft Buoyancy DEWATERING, CONTRACTOR SHALT COORDINATE WITH THE ST. '*'�� Out Parcel A / / T\ I J ty ` I Per Ft. Buoyvnc JOHN'S RIVER WATER MANAGEMENT DISTRICT (SJRWMO)(321-984-4940) V ^ i' /- 36, 45O S f • / LAKE 2 5. NO TURBID DISCHARGE ALLOWED FROM DEWATERING ACTIVITIES \ i /- .83 QC, +21.8 • \ / //\ \�T`` Il'l / / / \ �� `L1;' - or` - // i 11>olypro Rope (OR RUNOFF). DISCHARGE MUST NOT EXCEED STATE WATER R E 7 E N f l / X l 1 / �18 Oz Nyyl1on Reinforced o tf (600 Its. ereoktn QUALITY STANDARDS. TURBIDITY READINGS ARE REQUIRED ONCE 422.J ^ P 1 , I _ _/ I ` , I PVC falxle (3O0 pat Test 18 Oz. Nyfan Reinforced $trenglh) A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. .pV.79 4 2?• 1 / / / J , �-Zz.I Stroaa Plats �jGdwntzed Chap PVC Fabric Lacing pal / '!j 7i' / +21. �', Test) With Lacing homm )'Galvantzad Cho USE PERMIT KNOWN AS I "NOTICED GENERAL PERMIT FOR SHORT WELL • ' •• O / % / / �_�� '� S. CONTRACTOR SHALL OBTAIN A TRANSFERABLE SJRWMD CONSUMPTIVE �� v 3 f ^3" 0 j ? ! `1�� i � I TERM CONSTRUCTION DEWATERING". UNLESS DE WATERING ACTIVITIES \ \\ •M7St2 ••• / ' ` / F�V/Lp/ / { �_ i TYPE ^•^• TYPE ^' WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. 18 • • 21., �' Et /NG' - ; , iC1 s' se f t c � 4-2i: +21 G �1.3 I (4 d. Sn a Pond For Oeplhs 3 or less). % c� ( 9 ` \ \ � + / �`�•J'" ', 2.r-' 1.9 141 _ �� ----I - - O j Dz�S' Std. (Additional Pond For Oeplhs V). 'I \ ".%1J' . - 0 / i �R ` y , a: - Q Curtain To Reach Bottom Up To Depths Of 10 feet Polt (options: 2" x 4' Or - 3.3 \ / �• Pl i ` 0 � 6 1 - Q Two(2) Panels To Be Used For Depths Greater Thon 2i MM, via. wood; Steil - \ \ ` / gR�,$,�Ck`� .: ,,.'. () 0 1 - +21.0 0 10 Feet Unless Special Depth Curtains Specifically Coned 1.33 tbs^ Min.) I \ ` r . / , $i+�� /• - _-- _ -- I I for M The Plana 0r As Oatannlned By The Engineer. e' Max \ \ .• •r.' "r ,, �..nns.. : ,," J , ,.,. _.8 F / T ``�� J -- - - -4 {.2i. �� �-0 NOTICE: COMPONENTS OF TYPES - AND - MAY BE SIMILAR OR IDENTICAL -_ -_. . •ACTOR SHALL T _ ,.Id, SCE / 1 16 Oz. Nylon Reinforced . �. ;,XISTIidG 1'x ., ..7.r,-� / / 7`--., 1 TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY PVC Fabric (300 psi Test) ;t i, t ARRIERS A H AT : 8 i 3.00 (LING• IIEAU'JAI_t_ a E �o . / jj�� I RIGHTS OF THE OEBGNER SHALL BE THE SOLE RESPONSIBILITY OF ]Sal/ � 32.. , I 1:rirttYF .(iI:..RE EXISTING D.8 / I ,. ,23.1 INV.=16.4� / , (0 O I �T/j'��'�+ jj�T/�Ljj jj� 7� I. THE USER. SJBSTINTIONS FOR TYPES » AND •••••• SHALL BE AS \\ "1 TTt }µM } 3 LOCATION Fa(IS ` � I fil.fi/ _ �__ _-_--4 1\y\1J11i 1lL\71�1Le1�J1l1J�lUl 1; APPROVED BY THE ENcn(EER. in \ \� / i f .. .. ) �(� I , 1 L7 c' " Jtn - �. �r222 FIF, /1 / l / ��../ •. t Z I FLOATING TURBIDITY BARRIERS ,n i - \/ / .. - 3. oiY..., Sj11aG e I t EC. NG 4 U \ ..1, Fy�� / / F (/j I f 25,/� -- _0 - - ---i i s+ \ i ♦ �/ ''F2 /• <' . / +7.!. - I I Proposed Toe Of Slope PLED \ D I ���STAKED TURBIDITY BARRIER ^fit, ':q ♦ t-�. %� /` / 2ssti' 2Z8 _... LLLL- ----i I 1, f g GENERAL NOTES �ACA \7 It) ` r t... y l/\' \ ,'^•r�1'. �` ��`\y \ / - 1 �' ,\ _ - !- �l� xlattngJ '' 1. FlooNn99 turbidityY baffles are to be paid for under the %;.81�. G `�.8\Y / / {� �^ • l22..0 I ...� \ _ - - - eontreadat unit price for Floating Turbidity Barrier. lF. \.• ♦ (� \ // -- { 20' DRAINAGE/UTILITY unit pricy for Stoked Turbidity Borrle0r. LF. noel PROPOSED , . ` 0.9 ♦ 192',q �� ./ / j '" <. ;. ��. F _ -- __ EASEMENT M Share Line 2 / _ _ 2. Staked turbidity barriers we to be aid for under the cent ... CONSTRUCTION ENTRANCE 300 2.<?. -�'\ -<-� i r. I m • .. µ �`P (SEE DETAIL SHEET C46) �` \ ` �� LG �Y/S 4, i 77 I I tad LEGEND 4�$'�3 p ,` •. ��EXISIPIG 1'xl;>'. ANC �' -----� O Ot D <- .15 CC?tj�� i IEAi)V?rLl / \\ R ' / t1P1GO\ I ted� • Pile Locations - EROSION SEDIMENT CONTROL INV.-,� o r (� - +21.� IF✓1F__ 3.1.3 �.�- jig /� ' Shan Ltns tta Of Canal. 23.00 / \' ® Dredge Q FAI Areo d . �'a / '. 8 / I' . . r . . -w Mooring Busy N/Andw OPERATION SCHEDULE ♦ �� J O P. ��. +., . q canent Lhn,ts or Cana . snare Lkle �9 \ B NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE START FINISH CONSTRUCTION ENTRANCE SEDIMENT CONTROL/ ROUGH GRAD STRIP ds STOCKPILE STORM/UTILITIES SITE CONSTRUCTION PERMANENT CONTROLS FINISHED GRADING LANDSCAPE/FINAL STABILIZATION ♦ 3.31 J 36 t /%���G -i Mahon ~a2 � \ ` �� 23.4\ l/ air / I F l EC ��NG 3 / `..: 1 9A1T 3 '1/� I� Structure Alignment BoR�°vemen� Due Turbidit ♦ \�.. 1 ^3. d\? .... `�\`` ��, `l �/ pR/ LF /N l / 2J� 56, +7. t. 4 i (OCCUPIED) . • I • • earners Y Z3 58 ` �� Bpi/rt? gT 11 / l I Note: i ♦ \ �1*4,31 i i _ 1f I / - _ Turbidity barriers for flowing streams and tidal LIMITS OF DI ANCE �' �. ._ _ - r 13 0 e1 E !' f 1 I 1 +22[ .� t NOTES* Derriere era to be used in aM permanent bodtaa of water creeks may be either floating, or staked types 3.301.,6; aQ/L $•?1 / I Y P reg rdless of water depth, - an eambtnatione of tyyppes that wID euR site �` Nr7,q r* 1d / eondittans and meet erost•n tantrd and water ` "�=�`3�' • '.T r0 24 niHrsT` �2Z� / / / ' \.r.�, 2. Number and spacing of anchors dependent on current vdoetlies.. a at the Contractors option unletype(s) otherwise II, \ IN �y / l 3. Deployment of barrier around pAs locations may very to accommodate construction quality requirements. kemanto The banter t e wis \`` ^T -23.13 �. ' 1 R 7'' `�� / 1 8 I _ _ operotbns.. beaunder the fied In hpay Item(s)s. wea` abllisheedvin the nt will �,I ..-04 -_ ` - 4. __ / , / O l _ 4. Navigation may require segmenting banter during construction operations. plans for Floating Turbidity Barrier and/or �\ - \ \� ` .L / / / B (f I Staked Turb dity Barrier. Posts In staked ,` ,! •_ \ / / J C - _ 'J. Fa additional Information aq Section 104 of the Standard Specifications. turbidity barriers to be Installed In vertical 23.22 1 ``� -_ �` `- `��_-c / l •1-223 F F- Z �� \ ' I `� �a :ci9 - �' - / / / [•. �G Jr - ' I - posEngition union otherwise directed by the i PROPOSED 3:77 2.8C ,. 90 _ _Z `_ ` ��� I a S R +2: 0 CONSTRUCTION ENTRANCE \\ ` i 30 n) I (SEE DETAIL SHEET C48) 23, r, ( ;a�>' �~' / { �n ' I W " TURBIDITY BARRIERS F.D.O.T. INDEX NO. 103 i 23.13 � �-+-22.7`� o \, �__ f_ L_ i � ^1.3 / •I- •1. �, °s _2� aZ3 \\ �\s11NG 3 '`�. �� �_`- I i � � TURBIDITY BARRIER APPUCA'"ONS _ INV. EL - 16.85 �p�3 0:` 6• �y� / a '�!' `�j`F `lz�``��,_3 3,3 `�\� � `� ``��� j I INV. EL - 17.11' w 'BIRECRI OF ILD, s \ � � / � R- � i• - FABRIC �_ ` l� .k2\ 27 ��`\ _� � _`L_.._ J l l , i- _ -I ?' : +221 F HAJA 1 ��' �.`. r 2; 41 ,.� 'y`-� 1 ,;1 - Z (OCCUPIED) eACKFw - , _ SILT -BARRIER I CERTIFY UNDER PENALTY OF LAW THAT THIS 1( 44 \ � \ j I 0 (FABRIC FENCE) �' �11�29 ` -1 �j g 1' EXISTING a TttENat - DOCUMENT AND ALL ATTACHMENTS WERE PREPARED coNc -CMIP HEADWALL a 18' -j UNDER MY DIRECTION OR SUPERVISION IN : 3\` :� 43 +23- . f� f w/2 48�cMP Q T� N Np 1 ` ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE �I ^3.r3 `\ �SODDED SLOPE 1 o THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND CONTRACTOR SHALL INSTALL FILTER CLOTI't ` \ .3 `��� �` '1'DS--27- ��'e N8 „ J�104 N 1256533.2608 1i `� BETWEEN GRATE AND .FRAMES. CONTRACTOR ` 123.94 // '. 4.234 ?•4�l 5E I S' 14.343 - " EXISTING GRADE EVALUATED THE INFORMATION SUBMITTED. BASED ON SHALL REPLACE AND/OR MAINTAIN AS NEEDED \ .3- �`J W jZ$,59 MY INQUIRY OF THE PERSON OR PERSONS WHO DURING CONSTRUCTION TO REMOVE SILT AND .� ��,___ _ '\��z a 7 _ 8 MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY DEBRIS (TYPICAL AT ALL 24 INLETS) -:q,< ,rr; rc-r �.t�` 2:84 - - y ����='Ater `� i1- Q i�P..,,cc\\ RESPONSIBLE FOR GATHERING THE INFORMATION, THE .V %. ` 1 �_. _...�111�37� toE of sLOPE INFORMATION SUBMITTED IS, TO THE BEST OF MY �°+ p p 1i�i `-__ - _ ---� i SITE DE�7�f1�1-�ON ��1L� r� -' _ „_;zi _,� 2a24 _l I--- VARIES KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND 1 CONTRACTOR SHALL INSTALL SILT FENCE / %(: S- I. fl • -�-. - h Q_ THIS PROPOSED PROJECT INVOLVES CONSTRUCTION OF A MULTI -FAMILY ALONG SITE PERIMETER AND MAINTAIN DURING _ --ale _ • ?a?t_z I: COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT �lL�j�g11� CONSTRUCTION. REMOVE SILT FENCE WHEN DISTURBED r ,_�.,9 FABRIC FENCE SILT -BARRIER PENALTIES FOR SUBMITTING FALSE INFORMATION, RESIDENTIAL DEVELOPMENT, INCLUDING INFRASTRUCTURE IMPROVEMENTS CONSISTING AREAS HAVE ADEQUATE VEGETATION STABILIZATION �'_ x ��a INCLUDING THE POSSIBILITY OF FINE AND OF ROADWAYS, STORMWATER POND, DRAINAGE PIPES AND STRUCTURES, AND WATER �\� - °'111�°� 3 ____ IMPRISONMENT FOR KNOWING VIOLATIONS. AND SEWER MAINS. CONSTRUCTION WILL INVOLVE CLEARING, GRUBBING, FILLING, I - EXCAVATION, GRADING AND STABILIZATION. POTENTIAL POLLUTION SOURCES INCLUDE I I I i)l,i ,`y�•..� ' ",'' - I I - SOIL EROSION AND SILTATION, TEMPORARY DEWATERING, AND DISCHARGES FROM \ 4�+• ,•,: _ �V I ANCH9R BALES WITH TWO 2)CONSTRUCTION EQUIPMENT (LE. OIL, GAS). THE CONTRACTOR SHALL INCORPORATE I I CONTRACTOR TO MAINTAIN ABILITY c°Nc / �y'�Ii 1 -- -� /,E,anlfnLt �� EACH BALE STAKES THROUv�HICES AND EROSION CONTROLS AS SHOWN OR NOTED ON TO ACCEPT EXISTING OFF -SITE NEAPWAL1 3r, rcF� -,,- ,, r:% THIS PLAN TO MINIMIZE OR ELIMINATE THE POTENTIAL FOR POLLUTION DISCHARGES. DRAINAGE AT ALL TIMES DURING /,Vt' a.= 17.,T7' �. • ' THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM ALL WORK AND MAINTAIN CONSTRUCTION. 48' cA% 1 \ � p�gDwALL�1'?n7 ALL DEVICES IN ACCORDANCE WITH FDEP NPDES STANDARDS, AS WELL AS /^'I' /I '17 r` -- w/2 ,ia-q�iP ' PERFORM ALL NECESSARY INSPECTION AND REPORTING. �4�1' cA!P LAKE /.b'V F!_-=16.86 I.P. I' EROSION AND SEDIMENT CONTROL ELAN N NTRACTDR SHALL INSTALL �1 BALED HAY SILT -BARRIER 1 MPORARY TURBITITY BARRIER . `n I PERIMETER EROSION AND SEDIMENT CONTROL I 1 „ = 601 -Off x'4.2' - CON77F01 STRUT 7r/Jc7.: '' , GRAPHIC SCALE TOP E1..=22.Os' /1n'r I 4' ,f Y,T. 3' - I^v 7E Fl. =72. v i tl ] : 48 HOURS BEFORE DIGGING 2'x4' •SLOT - EL.=2P 15' I. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SS' Ol,1. ROUND Olclf ICE //Vl! EL.- q%' /I \ �-n SITE ON TO ADJACENT PROPERTY, INSTALLATION OF EITHER BALED MAY OR FABRIC FENCE CALL TOLL FREE so 0 30 60 120 240 S. /NV. f."L(21" kC/�)--1R.P5' -� '''-i rtl': �/er" r � TYPE SILT BARRIER IS ACCEPTABLE THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND f� /�Q /�%%� IS ESTABLISHED. ! i so Tr EL. IR.14' . t1',c FY1977N1= 4 L/ e/� i 2- BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY 1-t✓0O-432-4 / O � �y� as L4•' O �Lt ACCUMULATED SILT. I SUNSHINE STATE ONE CALL OF FLORIDA, INC. SILT FENCE DETAIL m 1 PROJECT OUTFALLS TO COLLIER WATERWAY w _ 11�+i ,�, ' / C.nNC. //fiAt�lt-4!__L LATITUDE 27 47 20.4"N LONGITUDE 80 28 49.9"W I SEBASTIAN RIVER. 1 o i iiaoh �� tt. /011f7TA L-1777 GL, i WHICH ULTIMATELY OUTFACES TO THE I . SITE DATA IMPERVIOUS AREA 6.67 AC PERVIOUS AREA 7.83 AC TOTAL DISTURBED 14.50 AC PRE -RUNOFF COEFFICIENT 0.26 POST RUNOFF COEFFICIENT 0 77 QQ 1 N rI M rN 1 "'I I 89 O mU el 2 o I 3 V U D: .V vt t; M iJ YY ei V o g 0 0 a E W <1 ©®® 1* to (D L0 c0 00 (N : " (0 m W ; II 2 S 1 a - o e U V Z to MV- 9M N- LL W , , t o "- ® W W r- t W -x14 Z -LL1OQa • V Zssssse U U N W rp^^ vJ , lr. W('I Q 't (aZ pV Cl) WL_ Z r _ � N � � Ilr . f -J ] � � 0 o 2Q U V Z V - I � WU U J a �► >W> (n W W Z bIlgooewl J �: Z w ltl Z LIA O a > III Z ::) - _< Q1A Z to Nr (V 2 U ` ' IZ Le4e1 2 Z 1. J l 1, ' ryry LJ.. ? p Z O , Z Z 00 (J) + O L W ICJ- Q X 0 O J r � V LL W Z"+ ® O W (%) ;i`rern� V/ - V) WQ m W I I L f- _ 0 O V , A/1fi101N J, BOIN-M R _ rE i`I 1?01-VRTE LE -ON R PE #64745 UM 21200E SHEET U6 OF 16 06•-295 THE IMLINE DRAIN CAN BE USED TO WHEN ARE INLINE DRAINS USED? ENTER AN EXISTING LINE BY USE OF A RISER AND A TEE RISER THE MINE DRAIN CAN BE USED AT THE BEGINNING OF A DRAIN LINE TYPICAL INSTALLATIONS TYPICAL INSTALLATION y, OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN X 15' DRAIN BASIN CAST IRON H-20 RATED GRATE FOR DETAILS SEE PAGE 4B INLET AND OUTLET ADAPTORS AVAILABLE 4' THRU 15' VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTORS FOR. SDR-35 SEWER CORRUGATED POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC IMLINE DRAIN •0) _y 10' IMLINE DRAIN 12' BRAIN BASIN INLET ADAPTORS N-7 CAN BE PUT ON r .� ANY ANGLE �- WATERTIGHT ADAPTORS AVAILABLE FOR ALL PLASTIC PIPING SYSTEMS 10' INLINE DRAT WHEN ARE DRAIN BASINS USED? 1. CHANGE ELEVATION 2, CHANGE DIAMETER 3. CHANGE PIPE 4. CHANGE DIRECTION 00 CORRUGATED �o POLY PIPE SMOOTHWALL PVC NYLOPLAST YARD DRAIN DETAIL NTS CONTROLED WATER ELEVATION - ND ADAPMn CAN DE K"4TE0 a1 ANY ANGLE SEE DETVFDaA M, $ MCENIN1NlM MET .6 �• k H pp AM PAY" WCUMN➢ED OVERALL HEIGW 10' FOUR #3 DOWELS (1 P-6") CONTINUOUS LOOP OF ' #3 REINF STEEL 20 (2 REQ'D) I II�IIII�IIII�ilil� iill� IIII� Iill� CONCRETE COLLAR CMP ADS PIPE I t(] "'SAND PER SPECIFICATION III � r •`.L •. III NOTE COST OF CONCRETE COLLAR 2' SHALL BE INCLUDED IN UNIT PRICE FOR PIPE. 4' STORM PIPE DETAIL AT OUTFALL TTWI C C 10• 5• GENERAL NOTES G D Or S a D or S an 3" 4" glLlan 51oP 1. Endwoll dimensions, locations and positions are for P p 2-1j4 Bor I iron round and elliptical concrete pipe and for round 1 1 and pipe -arch corrugated metal pipe. Round concrete D or Spa , S�oP pipe shown. 21 l 2. Front slope and ditch transitions shall be In accordance _ _ I Control Line (Clear Zone Limit) with Index No. 280. ,a ' (Independent Of Front Slope) \ F-- 3. Endwails may be cast In place or precast concrete. -5- Reinforcing steel shall be Grades 40 or 60. Additional reinforcement necessary for handling precast units { I! �S,oQ shall be determined by the Contractor or the 1 1 iA I 6" j End Of Pipe F1or supplier. Cost of reinforcement shall be Included to y I o `~ (See Note 9) the contract unit price for concrete, (endwalls). Const. Joint Permitted $ 4 B 4" j 4. Al exposed corners and edges of concrete are 6y,1 1 1 6" u. See End View a � �I Control Point When to be ch°mtere#* (Enlarged) 8 "r _ _ _ Slope Intercept I Outside Clear Zone 5. Concrete meeting the requirements of ASTM C-478 FRONT VIEW (4000 psi) may be used in lieu of Class - concrete _ __ In precast items manufactured in plants which are i ! -- under the Standard Operating Procedures for the Const. Joint Permitted Inspection of precast drainage products. (Keyway Dowels Required- 4 Dowels END VIEW 6. On outfall ditches with side slopes flatter tht}t 1, Bars, 1Nprovide 20' transitions from the endwoll to the flatter 9" Embedment 12" Ctrs side slopes, right of way permitting. For Bar Grade And g' E I Payment See Note 3.) STANDARD 7. For sodding around endwalls see Index No. 281. ly LOCATION CONTROL S. Payment for concrete quantities for endwalls END VIEW (ENLARGED) skewed to the pipe shall be made on the follawing TOP VIEW basis: Endwoll Skew To Pipe Use Tabulated Value ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING) 0' to 5' 0' 6• to 15' 15, 16' to 30' 30, X X j 31' or over 45' (X-S) (X-r, Seca 9. Pipe length plan quantities shall be based on the pipe end locations shown In the standard location control end view, or lengths based on special t 1 endwoll locations called for in the plans. 1 10, Payment for pipe in pipe culverts shall be based on plan quantities, adjusted for endwoll locations subsequently established by the Engineer. FRONT VIEW FRONT NEW 11. Endwvlls to be paid for under the contract unit price for Class - Concrete (Endwolls), CY. S Interior o �Outside �fps (Typ,) rpe (Typ.) S Location Reference Line (See Location Control Abo 1 1 1 I TOP VIEW 70P NEW LEGEND a Pipe Skew NORMAL PIPE SKEWED PIPE S Center To Center Pipe Spacing X Centerline To Centerline Dimension At Face Of Headwall ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE Note: Use the guidelines of General Note No. 8 for selecting DATA AND ESTIMATED QUANTITIES FOR ONEENDWALL tabular quantities. ROUND CONCRETE AND CORRUGATED METAL PIPE Opening Area (SF) Dimensions Class N Concrete (CY) Number And T e 0 Pipe And Skew Angle 0 Pipe Sin le Double r le Qua ru e D Number Of PipesA g C E F G S X Concret Metal Concrete Metal Concrete Metal Concrete Metal D 1 2 3 1 4 0 1 30 45 0 0 0 15 1,30' 45 0 16 30 45 0 1 30 45' 0' 15" 30" 145" 0' 16 30 45 D 30 45 15" 1.23 2.45 3.69 1 4.92 l'-11 1 -2' 4'-0 1 -1 0 '1- 2 0'-6 2'-7 2'-7 2'-8' 3'-0' Y-81 1.23 1.24 1.59 1.60 1.65 1.74 1.62 1.63 1.68 1.76 1.94 1.96 1 2.05 23 1.99 2.02 2.11 2.30 2.30 2.34 2.47 2.74 2.37 Y. 1_ 2.75 2,84 15" 18" 1.77 3.54 5.31 7.08 2'-2" V' 3 4'-6 1'-11 l'-3 1'-0 Z'-10 2'-1 '2'-11 3 -3P4-6 1.56 1.59 1.99 2.01 2.06 2.17 2.04 2.05 2.11 2.23 2.43 2.46 2.56 2.79 2.51 2.54 2.65 2.89 2.86 2.91 3.06 3.40 2,96 3.01 3.17 3.53 18" 21" 2.41 4.82 7.23 9.64 2'-5" 1'-4 5'-0 2'-O" V-4 V-6 S-2 S-2" 3'-3 3'-8 1.97 21" 24" 3.14 6.28 9.42 12,56 2'-8" V-4 5'-6 2'-0" V-4 2'-0 3'-5 V-5' S-6 3'-1 2.24 2.29 2.82 2.84 2.91 3,06 2.91 2.93 3.01 3.17 3.39 3.43 3.57 3,87 3.52 3.56 3.71 4.03 3.97 .03 4.24 4.69 4.14 4.20 4.43 4.91 24" 27" 3.98 7.95 11.9415,92 2'-11 V-5 6'-0 2-1 1'-5 2'-6 3'-10 3'-l0 4'-0 4-5 2.73 27" 30" 4.91 9.82 14.73 19.64 3'-2 V-6 6'-6 2'-2" 1'-6 3'-0 4'-3 4 -3 4'-5 4-13.26 3.34 4.13 4,16 4.26 4.49 4.28 4.31 4.43 4.67 4.98 5.04 .25 5.69 5.20 5.27 5.49 5.97 5.84 5.936.24 6.91 6.136.23 6.56 7.29 30"36" 7.07 21.21 28.28 3'-8 1 -8 7'-6 2 -4 V-8 4'-0 5'-1 5'-1 V-3 5'-1 4.53 4.64 5.73 5.77 5.92 6.23 5.95 6.00 6.15 6,49 6.92 7.00 7,29 7.91 7.25 7.34 7.65 8.33 8.13 8.26 8.69 9.62 9.1810.20 36" 4Z" 9.62 19.24 28.86 38.48 4-2" i'-1 "8'-6" 2'-6" 2'-0 5'-0 6'-0 6'-0 V-3 6'-1 6.33 6.49 6.11 8,17 8.39 8.85 8.43 8.50 8,73 9.23 9.90 10.0 10.41113 10.3 10.5 10.9 11.9 11.6 4248" 12.57 25,14 37.71 %28 4'-8 2'-1 9'-6 V-9" 2'-0 6'-0 6'-9' 6'-9 7'-O 7'-10 9'-7 5.15 8.35 10.4 10.4 10.7 11-3 10.8 10.9 11.2 11.8 12.6 12.8 13.3 14.5 3.3 13.51 14.1115.39 14.8 W39 M12.3 !25213.2414.73 16.9 18.9 48' 54" 15.90 31.80 47.70 63.60 5'-2" 2'-6 10'-6 3'-2" 2'-3 7'-0 7'-8 7'-8 7'-1 8'-10 0'-1 11.71 11.77 15.2 15,3 15.7 16.8 18.7 9.0 19.8 21.6 2.2 54" CONCRETE HEADWALL F.D.O.T. INDEX NO. 250 N,T,S. 5'-10" 4'-4" (PAVEMENT) 3'-0 a 00 I H.S. 20 TTt�1FF1C GRATES W EDGE OF PAVEMENT .I SEE PLAN v R PIPE i 00 GRTE R PLANSORA ELEV m O O COMPACTED SUBGRADE I 3 5' R A D, (MIN) PLAN I 35' RAD. (MIN) 12" GRAVEL SUMP ME -CAST TYPE "E* CATCH BASIN PROVIDE 6' LAYER OF N.T.S. GRAVEL ROCK (2'to 3' DIA.) ALUMINUM P LLUT19N RETARDANT BAFFLE ATTCHED TO PREVENT VEHICLE In o W/O TO BASIN 51 0 STANLESS STEEL MASONRY BOLTS TRACKING ONTO PAVEMENT AT 6 O.C. AND SEALED WITH RAM-NEK TOP SKIMMER = 20.75' TOP EL. = 20.75' AND BOTTOM EL. a 18.90' TOP BASIN ' P BASIN - 20 50' 44 10"0 ORIFICE = 9. 0'141 10" ORIFICE .hBTM SKIMMER = 8. INV. EL. = 19.00' 36 0 � �:•� 3670 RCP J RCP INV. EL. = 16.10' INV. EL. = 16.1O' DOME PATTERN SML BE ,I, BTM. EL. = 15. 60' BTM. El. 15. 6D' e15.60 S T A B AL I Z E D MATERIAL INLINE TOTH aIREC110N Le' AnN Ta O TRAVEL Ta THE EMENfPRACTICAL °,fl '.••• "� Eff O O 010 O COMPACTED SUBGRADE� : ).: 0 0 O SECTION O O O 1r GRAVEL SUMP PRE-CA�3i. TYF�E *E,. CATCH BASIN NOTE = CONTRACTOR TO SWEEP STREETS OR °" O Q (o.as pm.y N.T.S. PROVIDE ADDITIONAL BMP'S TO PREVENT 0 0 C SUCWRE #1 � -�� VEHICLES TRACKING AND EROSION. tm) g 0 ALUMINUM RETARDANT BAFFLE ATTCHED 0.9' TO 1.4' MAX1.1550 PLLU119N TO BASIN 5/8 0 STANLESS STEEL MASONRY BOLTS C®NSTRUCTION ENTRANCE ©ETIaIL AT 6 O.C. AND SEALED WITH RAM-NEK PLAN VIEW TRUNCATED DOME TOP SKIMMER = 20.7.5 TOP EL. = 20.75' AND BOTTOM EL. - 20.00' MOTES: TOP BASIN = BASIN = 20.50' 1. CURB RAMP DETECTABLE SURFACE SHALL EXTEND THE FULL WIDTH OF THE RAMP & IN THE DIRECTION OF TRAVEL AND 24" FROM THE BACK OF CURB. DETECTABLE WARNING SURFACE SHALL BE CONSTRUCTED BY TEXTURING A TRUNICATED DOME PATTERN PER ADA ACCESSIBILITY GUIDELINES SECT. 4.29,2 (SEE DETAIL ABOVE). TRANSITION SLOPES SHALL tW HAVE DETECTABLE WARNINGS. ry )BIM SKIMMER = 6-00, I 2. DETECTABLE WARNING SURFACES SHALL BE COLORED (BRICK RED) WiTH AN IRON OXIDE PIGMENT MEETING THE REQUIREMENTS OF FOOT DTANDARD SPECIFICATIONS SECTION 927, LATEST EDITION; OR TWO COATS OF A GOOD GRADE OF COMMERCIAL PERMANENT BLACK STAIN APPROVED BY THE ENGINEER APPUCTION OF THE PIGMENT OR STAIN SHALL BE IN ACCORDANCE WiTH THE MANUFACTURER'S RECOMMENDATIONS. 36 "0 3. THE ACCEPTANCE CRITERIA FOR DETECTABLE WARNINGS ARE AS FOLLOWS: -THE RAMP DETECTABLE WARNING SURFACE SHALL BE COMPLETE AND UNIFORM IN COLOR AND TEXTURE. 2 " 36 0 RCP RCP (BREVARD COUNTY REQUIRES BRICK RED IN COLOR) -90X OF THE INDRIDUAL DOMES PLY WITH THE DESIGN CRITERI,f, -THERE MAY BE NO MORE THAN 4UST NON -COMPLYING DOMES IN ANY ONEASQUARE FOOT OF SURFACE. INV EL. -� 16.10' iNV. EL. = 16.10' -NO TWO ADJACENT DOMES MAY BE NON COMPLIANT. -SURFACE MY NOT DEVIATE MORE THAN 0.1" FROM A TRUE PLANE. ,t, >_ BTM. EL. 15.60' BTM. EL. = 15.60' 4. SEE FDOT STANDARD INDEX 304, LATEST EDITION; FOR MORE DETAILS. _ T m-m RAMP DETECTABLE WARNING COMPACTED SUBGRADE � 48 HOURS BEFORE DIGGING N.T.S. SEC710N CALL TOLL FREE 12" GRAVEL SUMP ,E„ -€OCa-4,32 -%%0 ME -CAST TYPE CATCH BASIN N:. SUNSHINE STATE ONE CALL CONTROL 1'rs/L 8 1 1 O 1 E #2 (CS-2) OF fZORiDA, INC. 0 n n n Q tM N 1 1 1 .- u7 ao o my W a N 3 0 2 V In O O 2 ® to L0 O LO O � N NLd I = (n m z (n (D 7 '7 O T- Q Z v to l'- s Z tM - O m (0 r (1J N N ,eWwv n Z l- Z i- Q H- z O NCO- W M U)�< Z tY0< 0 u_ ('>7 V) �Z.) Z_ J I O T W �w U > (/) w W Z_ J Z llJ w Z,:)z C(9QZ Q D O Z O Z v! J W �J V z 0..0� 0 O J li VJ z _ ® Wz ♦) V Q F- U) Q m W I.LI hi v) TLL O 0 V AARON J, BOWI.ES ROBERT E LEON FL PE if64745 , U ... SHEET G` 7 OF 16 06-295 SAW -CUT EXISTING ASPHAL MATCH EXISTING GRADE AT SAW -CUT EXISTING ASPHALT PROPOSED CONCRETE rPAVEMENT SUBGRADE • PAVEMENT NTS (ALTEnumIll- N 1-1/2" TYPE S-1 ASPHALTIC CONCRETE CONSTRUCT 6" COQUINA BASE COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD, LBR 100 `-STABILIZED SUBGRADE MIN. DEPTH OF 8", COMPACTED TO 987 MAX. DRY DENSITY PER AASHTO T-180 METHOD, MIN. FBV 50 PSI. FLEXIBLE PAVEMENT SECTION NTS SAW -CUT AND TACK 1'-0" COAT EXISTING EDGE EXISTING ASPHALT ROPOSED ASPHALT PAVEMENT EXISTING BASE PROPOSED BASE EXISTING SUB -GRADE PROPOSED SUB -GRADE PAVEMENT SAW -CUT AND BUTT" JOINT NTS SLOPE / PLAN X x' X x Xrill==i I I I=111=1 I I I iT=1 11=T 1-ii .1 FT. j \__6X6 W1.4/W1.4 WWF CONCRETE SIDEWALK DETAIL '----araEcnoa of Flow FABRIC acxnLL (FABRICSILT-BFRRIER ENCE) TRENCH ,Ie• ` TOE IN FLAP 1 t SODDED SLOPE o i "T EXISTING GRADE TOE OF SLOPE - � VARIES FABRIC FENCE SILT -BARRIER ANCHOR BALES MTH TWO (2) 2"x 2"x 4' STAKES THROUGH EACH BALE BALED HAY SILT -BARRIER PERIMETER EROSION AND SEDIMENT CONTROL 1.NO CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST REMAIN iN PLACE UNTIL UPLAND VEGETATION IS ESTABLISHED. 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT. SiLT FENCE DETAIL N.T.S. CONTRO ELEVATI EXTENDED END TREATMENT DETAIL CONSTRUCT 6" COQUINA BASE. COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD, LBR 100 HYDRO -SEED STABILIZED SUBGRADE MIN. DEPTH OF 8", COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 1 METHOD, MIN. FBV 50 PSI. D. EMERGENCY ACCESS STABILIZED SURFACE DETAIL NTS TYPE "D" CONCRETE CURB N.T.S. SET RIM FLUSH WITH PAVED AREAS, 0.1' ABOVE IN UNPAVED AREAS AND 0.75' BELOW GRADE IN GRADED AREAS BRICK OR PRECAST MANHOLE FRAME & COVER ADJUSTING RINGS GROUT 6" MINIMUM 12" MAXIMUM d a. 6" PR CAST SLAB 1 d x z G 8" SEE NOTES BELOW V) F .e � W V) a da Z 0 U N uWi SEE NOTE 1 a Q BELOW FOR m WALL THICKNESS d a• d e a d 6" MINIMUM 8" NOTES 1. MINIMUM WALL THICKNESS SHALL BE FIVE (5)INCHES OR 1/12 THE INSIDE DIAMETER. 2. FILL ANNULAR VOID BETWEEN PIPE AND MANHOLE WITH GROUT AND FLUSH WITH MANHOLE WALLS. 3. MANHOLE TO BE INSTALLED WITH 24" RING AND COVER UNLESS OTHERWISE SPECIFIED, STANDARD PRE -CAST MANHOLE DETAIL NI N to 6" 1'-6" 4 "Max. Depth Of Sawcut 0" Min. 5" Max. 0" Max. 77n Std. 6" Min. * TYPE F Sawcuts should be avoided within valley gutter and within curb and gutter endings. CONTRACTION JOINT IN CURB AND GUTTER TYPE F 6' No End Of Curb Edge Of Pavt. Edge Of Pavt. PLAN PLAN 3, S 3' Trans. Trans. Top Of Curb Top Of Cul ( I Guttell Gutter PROFILE PROFILE FLARED END STRAIGHT END CURB AND GUTTER ENDINGS TYPE E AND F TYPE 'IF" CURB F.D.O.T. INDEX NO. 300 NTS _ V-0" _ , _ 1'-0" i I I FINISH GRADE (GRASS) PAVEMENT u' Ra 7" co is 2'-0" - MIAMI CURB DETAIL NTS ,D • s �.... +'.��. o. 0000O o0000 !' °I.:'•'I/.: .• ...� FLOW OF .�D'• _LINE MODIFIED MIAMI CURB EDGE OF PAVEMENT NOTE; • •► * � OF GRATE 2" .. BELOW E.O.P. GRADE b• , TOP VIEW TOP OF CURB GUTTER GUTTER FLOW LINE U.S,F. N0. Ill DBL CAST IRON FRAME 1-1/2" OR GRATE, OR EQUAL FINISH GRAD • • . �UR� •'� •' ►. .CURS. �' . •' 22" x 44" SQR. ► ♦ ► W '. 4'-6" MINIMUM, OR LARGER --L AS REQUIRED I I I I PIPE Di ( I I I PIPE DI . AS PER PLAN I I I AS) PER PLAN I I FLOW LINE ELEV. BOTTOM ELEV. ► D.. NOTE: ELEVATION 1. FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB "TYPE P" OR "TYPE J", IN ACCORDANCE WITH F.D.O,T. STANDARD INDEX No. 200. TYPICAL MODIFIED MIAMI MIAMI CURB INLET (DOUBLE GRATE) e N.T.S. i See Sheet 5 Of 6 For 3" Slob Quantities ©o©� :. : ffirtim��rlI�� =K,li ramME®oo um EFi6 lmmul�mm Ci �•w �7ffi� �®�� ► ► t >i► �F1toi)E�i��t i� ��M �i td� • ► i)i KMM AIM =16/. �l� �m� ■�� ■� flit ]I� I�iE�� • .. MIrAIRW'�• r maFA.ls MIA Mill mimm on Mswam ri0mmi�Ml"mla= �������;����������St'11♦E3►�11110' gmr.ToM �:M MillAiII11111111... KF11+id■ EMN ExrJIN IliM E•� IMMM BUBO Eili lZ! 11105.3m �� � 1aE�� 1 ► i�l�i KWAM M aili NIKIMWEiltP • 111111tlUialN��1•�1•�£)•�3)• if•1f/ �67ii�F•fi E1SF.l� ��� � t��� ���)• i1[Y� � �� il6Ll� � <7lr� ibl•! fa�� �.Li �� �I7 �� � ► ► i)fll�l��I7�E1Ei7�ii)�f111€1��il6F)•iltllilii���1•�Ll•�I� ►•tFE7�muliommmmwxomn mrffiuiRZli111111501Il•MMWMil�I�7�1�Ll0E�� m ► ► W-1A �A �A S IN WH 1 i1E►M W IM Mill W11M �! �f1• tit• �)• mr�c•��. n.■ .ire. .r . . t .gin. e■�u� ®�ming�. ����y� E�fafl�<I�Jm�i►�i•1��7€€iiiiGZliili7E�t�3��>11:� ��� �= �y `[E[I�3i .. MINIM�ISI��WINORM �� E� li MINION Beveled Or Round Comers in 1n ii 1 Concrete Slab, 3" Or5 ThicR Reinforced with WWF 6x6-W1.4xW1.4 TOP VIEW -SINGLE PIPE Slope en��uNales No 3'Or51'� Rerolled End Required) oaw,e 'oi i /4 Bar 6' 5' Sod Oo 0 a Q N O � alo N z W 0 o C V U) C U)C 0 Q l l l� vin l r�1 i I In l cp Sod 1 Beveled Or Round Gomere I--� o � CV LLJ ly a H -5 Q 0 Z fl v s z to M O O M \ 0 Z (Y W Concrete Slab, 3' 064,Thiat, Reinforced with WWF 6x6-W1.4xW1.4 1n �S. aO11 W W r v W V TOP VIEW -MULTIPLE PiPE i Z Z O gar ee CROSS DRAiN - ° W (0 MITERED' END SECTION U) NTS U1 -7 l O Vorles E *Slope* 4:1 Miter. To I Pipe For Pipes 18" And Smaller. j i l 1 M Paid For As Pipe cut F Pie To Be Included Under Unit Price For Mitered End Section)20 For Pipes 24" And Larger. IL 1�1 - ry/ Q 2:1 Miter. To I Pipe For Pipes 18" And Smaller. SECTION 1:1 For Pipes 24' And Larger. J r Front Slop Front Slop -{� Varies (9" Min.) ' -{ Varies (6" Min.) 1:8 Batt 1:8 Batte -• - H 12 _ B H 2" - �1 12" FL Elev. - i C FL Elev. F '..:"':._ F CORRUGATED METAL PIPE CONCRETE PIPE C � _ o Q W X X O J a I Sand Cement Bogs On UAstream Enc i I TT ''I WShope 0 > w W To 45' Bevel (3' At Top To 6 On Lower Sides) For Concrete And Metal Culver Bars U) W J W Z O Z W 1 W Z W Z a QD� OZNT Y-j I�1_0" -"1 O L Note: (1) For concrete and corrugated metal pipes. Concrete pipe shown. W (2) The top row of riprop bogs shall be secured by pinning, using No. 4 reinforcing bars 18 inches in length, as follows: (o) The end bags shall be secured using two bars per bag, one vertical and one diagonal as shown. (b) The next to last bag on each end shall be secured with two bars vertically. c Bags located over the pipe shall be secured by a bor which is driven diagonally except that for concrete pipe two bars shall be used for single bags above the pipe. (d) Intermediate bogs shall be secured with a single bar. Bars shall be driven to one inch below the surface of the bag. The cost of furnishing and installing the bars shall be included in the cost of the riprop. FRONT ELEVATON TABLE OF DIMENSIONS AND QUANTITIES FOR ONE i ENDWALL ' SIZE OF PIPE H T A B C F X ONE PIPE CULVERTS TWO PIPE CULVERTS THREE PIPE CULVERTS FOUR PIPE CULVERTS L RIPRAP CY L RIPRAP CY L RIPRAP CY L RIPRAP CY CP CMP CP CMP CP CMP CP CMP » 18 r 2 -3" r n 1 -0 • n 4 -0 r n 0 -0 n 0'-0 r 1 -9" r n 2 -10 , n 8 -9 1.2 1.2 r » 11 -7 1.5 1.6 r n 14 -5 1.8 1.9 r rr 17 -3 2.1 2.3 24" 2'-9" 2'-0" 2'-0" 2'-6" 0'-0" 1'-9" S-5" 10'-3" 2.4 2.5 13'-8" 3.0 1 3.2 17'-1" 3.7 4.0 20'-6" 4.3 4.7 30" 3'-4" 2'-0" 2'-0" 3'-2" 0'-0" 1'-10" 4'-3" 12'-0" 3.3 3.4 16'-3" 4.2 1 4.5 20'-6" 5.1 5.5 24'-9" 5.0 6.5 n 36 n 3'- 10 r n 2 -0 r n 2 -0 r n 3 -8 r " 0 -0 1 -10 " V- r » 5 -1 n 13'-6 4.0 4.2 r n 18 -7 5.2 5.7 , n 23 -6 6.3 6.9 r 28 -9» 7.4 8.2 42" 4'-5" 3'-0" 2'-0" 2'-0" 2'-4" V-11" 6'-0" 15'-3" 6.4 6.7 21'-3" 8.3 8.9 27'-3" 10.2 11.2 33'-3" 12.3 13.4 48" 4'-11" 3'-0" 2'-0" 2'-0" 2'-10" V-11" 6'-9" 16'-9" 7.7 8.1 23'-6" 10.0 10.8 30'-3" 12.3 13.5 37'-0" 14.5 16.2 54" V-6" 3'-0" 2'-0" 2'-0" 3'-6" 2'-0" 7'-8" 18'-6" 9.5 10.1 26'-2" 12.4 13.5 33'-10" 15.3 17.0 41'-6" 18.2 20.4 n 60 , n 6 -0 r n 3 -0 , » 2 -0 r n 2 -0 , n 4 -0 r » Z -0 r n 8 -6 r n 20 -0 11.0 11.7 r n 28 -6 14.4 15.8 r n 37 -0 17.8 19.8 , 45 -6n 21.1 23.8 n 66 , n 6 -7 r » 3 -0 , n 2 -0 r » 2 -0 r n 4 -8 r » 2 -1 / n 9 -3 1 n 21 -9 13.2 14.1 r n 31 -0 17.2 18.9 r n 40 -3 21.2 23.7 ) 49 -6n 25.1 28.5 72" 7'-1" S-O" 2'-0" 2'-0" 5'-2" 2'-1" 10'-0" 23'-3" 15.0 16.0 33'-3" 19.4 21.4 43'-3" 23.9 26.8 53'-3" 28.3 32.3 » 78 , » 7 -8 r n 3 -0 r n 2 -0 r » 2 -0 r » 5 -10 , n 2 -2 , » 10 -9 , » 25 -0 17.5 18.7 r » 35 -9 22.6 25.0 / n 46 -6 27.8 31.3 , 57 -3n 32.9 1 37.6 84" 8'-2" 1 3'-0» 1 2'-0" 2'-0" 1 6'-4" 2'-2" 1 11'-8" 26'-6" 1 19.5 20.9 1 38'-2" 25.3 28.1 49'-10" 31.1 35.2 61'-6" 1 36.9 1 42.4 48 HOURS` BEFORE DIGGING CALL TOLL FREE 1-0000-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. STRAIGHT SAND -CEMENT ENDWALLS NTS J �W V z 0 a. 0 LL_ W�n W z Z Q O W Q m ``, fit" W W 0 T_ 3: - 1-0 AARON J. 9Dii2.ES FL PE #55310 ROR37TE LC -ON FL. PE #W45 AN 2. -20 SHEET Co"'k 8 OF 16 06-295 I ROADWAY NOTES STANDARD ENGINEERING NOTES - EROSION AND SEDIMENTATION CONTROL NOTES: GENERAL NOTES: ° GENERAL GENERAL CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD 1. THE REQUIREMENTS OF THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT STANDARD SPECIFICATIONS AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS. BEFORE STARTING CONSTRUCTION. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 1992 BE USED WHERE AND STANDARD DETAILS SHALL GOVERN ALL UTILITIES WORK. WHERE A CONFLICT EXISTS IN ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS SEDIMENT DUE TO APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE THE REQUIREMENTS OF A REFERENCED MATERIAL OR INSTALLATION STANDARD AND EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE I STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE OF FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER ! BIOLOGICAL AND CHEMICAL PROPERTIES. TRANSPORTED SEDIMENT CAN Ij o STRINGENT,TTIESE REQUIREMENTS SHALL PREVAIL: OBSTRUCT STREAM CHANNELSREDUCE HYDRAULIC CAPACITY OF WATER''BODIES TERMINOLOGY, THEREBY MAKING SUCH ", STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE j CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. OF FLOODPLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER COMMENCING WORK. N 2. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE WORKS, AND ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS COPY OF THE LOCAL GOVERNING AGENCIES UTILITIES STANDARD SPECIFICATIONS AND SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO. STANDARD DETAILS, ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES ALL WORK SHALL BE IN WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE SPECIFICATIONS AND SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED j AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. j a CITY, COUNTY, CONSTRUCTION PERMITS. MINIMUM STANDARDS STATE AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN 3. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE j 1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS WORK. STARTING CONSTRUCTION. AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. i a Q N ►� c� THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING 4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT AND SHALL BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE ENGINEER BEFORE COMMENCING WORK. 6. ALL SUBDIVISION CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE THE COMPLETED WORK. j TAKES PLACE. I WITH THE APPLICABLE ORDINANCES OF CITY OF SEBASTIAN, FLORIDA. 5. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK. i THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF TWO YEARS 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD 7. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY HOUSTON, Ip FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION 6. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED SHULKE, BITTLE & STODDARD, INC. ALL ELEVATIONS ARE PER BENCH- N AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. ADVANCE OF CONSTRUCTION OPERATIONS. PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MARK REFERENCED ON THIS SURVEY. cv GRADING 7. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITITOUT PRIOR MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS w W SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING 8. REFER TO SOILS REPORT PREPARED BY KSM ENGINEERING AND TESTING, co a :DO APPROVAL OF THE ENGINEER AND F.P.U.A.. OR FLOATING ON TO ADJACENT PROPERTIES. 1 INC., FOR EXISTING SOIL CONDITIONS. (DH Q ACHIEVE THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIETHE PROPOSED PLAN GRADES INCLUDING TYPICAL SECTIONS. CONSTRUCTION IN STREETS AND ROAD RIGHT-OF-WAYS 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED I TO 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB- j ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS. 1. OPEN ROAD CUTS REQUIRES PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED GRADE AND BASE. TESTS SHALL BE PREPARED PER AASHTO T-180 OTHER AGENCY WHICH MAY HAVE JURISDICTION. ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION METHOD. j SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY Z STAKING 2. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE N ACCORDANCE WITH NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT 3 CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR. FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS. THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO PROPERTY LINE. MAXIMUM SLOPE 3:1. AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. O i5 Q t7� STABILIZING 3. ALL AREAS IN EXISTING RIGHT-OF-WAYS DISTURBED BY CONSTRUCTION SHALL 11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR PER PERMIT, RECEIVE GRASS/ MULCH OR SOLID SOD. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE ANY INSPECTION. STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN STABILIZED OR PROTECTED NTH SEDIMENT TRAPPING MEASURES. THE rn FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 4. STREET OR HIGHWAY RESTORATION TO BE DONE, AS PER LOCAL OR STATE AGENCY APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND 12. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D. V to ►` OF THE STANDARD SPECIFICATIONS. HAVING JURISDICTION. PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS, WELL STANDARDS. z o TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 5. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. q C? ( ) COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF 13. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA V OD 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. COVER5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR `° ~ BASE COURSE PUBLIC STREETS OR HIGHWAYS. AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT ROAD AND BRIDGE CONSTRUCTION", DATED 2000. 6. TRAFFIC CONTROL ON ALL COUNTY AND STATE HIGHWAY RIGHT-OF-WAYS SHALL MEET VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND (n THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. ! COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS W ~ SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF DOT FHA AND THE REQUIREMENTS, OF THE STATE AND ANY LOCAL AGENCY HAVING UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.;! 14. ALL PARKING SPACE MARKINGS, WITH THE EXCEPTION OF THE HANDICAPPED W W X / ) PARKING SPACES, SHALL BE MARKED IN WHITE, RERO-REFLECTIVE " Z z Q THE STANDARD SPECIFICATIONS. JURISDICTION. 1j < O 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES TRAFFIC PAINT AND IN ACCORDANCE WITH THE FLORIDA DEPARTMENT - Q = LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED TECHNICAL SPECIFICATIONS SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY 'AFTER f OF TRANSPORTATION (F.D.O.T.) STANDARD SPECIFICATIONS FOR ROAD AND U UIL COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE INSTALLATION. i BRIDGE CONSTRUCTION, LATEST EDITION, SECTION 710. 7 STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR SCOPE L CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED BY AT LEAST 99 OF 7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW O THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR THESE SPECIFICATIONS ARE TO ASSIST THE ENGINEER, DEVELOPER AND CONTRACTOR IN WORK FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL 15. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND � W TO PRIME COAT. AND METHODS APPROVED BY THE LOCAL GOVERNING AGENCIES. BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL MARKED IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN THE ABOVE MENTIONED ARE RESPONSIBLE FOR THE FOLLOWING: BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED STANDARDS INDEX NO. 17346. (n PRIME AND TACK COAT SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE ', I V m PRIME AND TACK COAT FOR THE BASE SHALL BE IN ACCORDANCE WITH SECTION 300 OF 1.) ACQUIRING ALL PERMITS, LICENSES AND FEES FOR PROJECTS CONSTRUCTED OUTFACE DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE 16. ALL PARKING STRIPES WITH THE EXCEPTION OF HANDICAPPED SPACES 64� rn TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SHALL BE 4" WIDE, WHITE REFLECTIVE TRAFFIC PAINT. '' i N THE STANDARD SPECIFICATIONS. INCLUDING ALL TESTS. �+ - N N Q SERVED BY THE BASIN. LL ASPHALTIC CONCRETE SURFACE COURSE (A.C.S.C.) 2.) COMPLETECOORDINATION WITH ALL UTILITY COMPANIES INVOLVED. 17. ALL COMPACT PARKING SPACES MARKED "COMPACT" ON THE STALL OR 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES TIRE STOP. _I P) TYPE S-1 ACSC SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN j WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE .,� _ � 0 3.) COMPLIANCE WITH ANY AND ALL GOVERNING AGENCIES INVOLVED. ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS. j CORRECTED IMMEDIATELY. rrD CC ti- TESTING i 4.) RELOCATION, EXTENSION, ENLARGEMENT OR REFURBISHMENT OF ANY IMPACTED 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES AREAS OF SERVICE IN OR OUT OF THE LOCAL GOVERNING AGENCY. ! UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT Z W THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. I C0 LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE 5.) ALL WORK IS TO BE DONE AT NO COST TO THE LOCAL GOVERNING AGENCY. Q "'� O MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR a THE ABOVE ITEMS. MATERIALS OTHER PROTECTION SHALL BE PROVIDED. �+ U / W > THE SCHEDULE FOR TESTING OF THE ROAD CONSTRUCTION SHALL BE AS FOLLOWS: A.) DRAINAGE PIPING: Z 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN A. SUBGRADE: 1.) MINIMUM SIZED PIPING SHALL BE 15" OR EQUIVALENT ELLIPTICAL SIZE AND SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE J C9 w 18" MINIMUM ON COLLECTOR ROADS. MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT Z (1) FLORTHANID 00 FEEIT,GORALUE CLOSERSTS AS SHALL IGHT BE NECESSARY IN THE EVENT OF MORE 2.) REINFORCED CONCRETE PIPE (RCP) SHALL BE MANUFACTURED BY REPUTABLE WITDHOUITTF RSDTEBE BEING FILTERED OOREOTHE OTHENTER THE RWISE TREATED TO REMOVE CE SYSTEMW w VARIATIONS IN SUBSOIL CONDITIONS. MANUFACTURING PRACTICES, FREE OF HONEY COMBS, EXPOSED STEEL OR BLEED SEDIMENT. O Z Q THROUGH FROM REINFORCING AND SMOOTH FINISH AT BELL AND SPIGOT ENDS. (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET 12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE OR CLOSER AS MIGHT BE NECESSARY. 3.) ASPHALT COATED CORRUGATED METAL PIPE (ACCMP)SHALL BE OF STEEL CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND Q j MATERIAL MANUFACTURED BY REPUTABLE MANUFACTURING PRACTICES, FREE OF ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE V) B. BASE: DENTS, GOUGING OR AREAS NOT PROTECTED BY BITUMINOUS MATERIALS. INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. O O N (1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 500 FEET 13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS "" O OR CLOSER AS MIGHT BE NECESSARY. 4.) ALUMINUM PIPE SHALL BE MANUFACTURED BY REPUTABLE MANUFACTURING SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT PRACTICES, FREE OF DENTS AND GOUGING. ALUMINUM PIPING MAY REQUIRE ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 1 1/2 ARCHING FOR LOAD BEARING AREAS AS DETERMINED BY DESIGN ENGINEER AND TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT INCHES INSIDE THE LEFT EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT THE LOCAL GOVERNING AGENCY. POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE i EDGE OF THE ITEM TESTED. USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. II IF ANY EST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE ) EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY 5. ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. I SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE CONTRACTOR'S NONERODIBLE COVER MATERIALS, EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. 6.) SAFETY BARS SHALL BE PLACED ON PIPE AND MITERED END SECTIONS WHERE 14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION' DETERMINED NECESSARY. VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF ALL PASSING TESTS SHALL BE PAID FOR BY THE OWNER. ALL FAILING TESTS SHALL BE NONERODIBLE MATERIAL SHALL BE PROVIDED. Q PAID FOR BY THE CONTRACTOR. 7.) OUTFALL END RUN TO DITCHES SHALL HAVE A MITERED END SECTION WITH ; CLEAN-UP SAFETY BARS TO MATCH EXISTING DITCH BANK SLOPE WITH APPROPRIATE 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED EROSION CONTROL MEASURES. j IMMEDIATELY AFTER WORK IN THE WATERCOURSE tS COMPLETED. Z Z THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON B.) DRAINAGE STRUCTURES: I i COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED 16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL CONDITION. 1.) ALL DRAINAGE STRUCTURES SHALL MEET SPECIFIC PLANED USE AS DETERMINED STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. ACCOMPLISHED, THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE DRAINAGE SPECIFICATIONS I CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. 2.) ALL CATCH, BASINS, INLETS OR MANHOLE STRUCTURES SHALL BE OF PRECAST SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION REINFORCED TYPE UNLESS OTHERWISE APPROVED. END OF EACH WORKING DAY. I ' 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. ® v CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 3000 PSI. 3.) ALL STRUCTURES SHALL MEET OR EXCEED THE STANDARD SPECIFICATIONS AS 17. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE DESIGNATED BY THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM C- WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FYP = 40,000 PSI, AND SHALL 478) 4000 PSI CONCRETE. CRITERIA: +I BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. lI 4.) ALL STRUCTURES SHALL BE FREE OF DEFECTS SUCH AS CRACKING, HONEY A. NO MORE THAN 500 LINEAR FEET OF TRENCH 'MAY BE OPENED AT ( , PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S COMBS AND EXPOSED STEEL REINFORCING INCLUDING BLEED THROUGH. ONE TIME. APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED 5.) SHOP DRAWINGS SHALL BE SUBMITTED BEFORE ORDERING MATERIAL FOR B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF n SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF PLANNED PROJECT. CORRESPONDING SHALL BE BETWEEN THE DESIGN ENGINEER TRENCHES. z L.L. TRANSPORTATION. AND THE LOCAL GOVERNING AGENCY. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR CONCRETE E C.) OUTFACE SPECIFICATIONS: BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM 1.) OUTFALL STRUCTURES SHALL INCLUDE ALUMINUM SKIMMERS, WEIR DEVICES, AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH WEEP HOLES AND DRAW GOWN SYSTEMS AS DETERMINED BY DESIGN ENGINEER n THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND AND THE LOCAL GOVERNING AGENCY. D. RESTABILIZATION SHALL BE ACCOMPLISHED IN 'ACCORDANCE j.WTH THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. THESE REGULATIONS. 2.) HARDWARETO ATTACH DEVICES TO OUTFALL STRUCTURES SHALL BE STAINLESS j CULVERT PIPES STEEL MATERIAL. 18. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED] D.) MANHOLE COVERS &GRATES: PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, Q THE STANDARD SPECIFICATIONS. 1.) MANHOLE FRAMES, COVERS AND GRATES SHALL MEET SPECIFIC PLANNED USE AS WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH PRECAST LIMITS DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY 2.) MANHOLE FRAMES AND COVERS SHALL BE OF CAST IRON MATERIALS, FREE FROM SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL ' LL ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH THE CRACKS, HOLES OR COLD SHUTS. FRAMES AND COVERS SHALL CONFORM TO A DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER r = DETAILS SHOWN HEREIN THE PROJECT DETAILS. TYPE II PORTLAND CEMENT SHALL BE USED MINIMUM STANDARD OF USF 1260 SERIES OR EQUIVALENT WITH COVERS SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 STATING "STORM SEWER." APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER DAYS OF 4000 PSI. LAND -DISTRIBUTING ACTIVITIES. rV�J RECORD DRAWINGS 3.) FRAMES AND GRATES SHALL BE OF CAST IRON MATERIALS, FREE FROM CRACKS, CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL HOLES AND COLD SHUTS. FRAMES AND GRATES SHALL CONFORM TO A MINIMUM 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN STANDARD'OF USF 4160-6210 OR EQUIVALENT. REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF INCLUDE, BUT NOT LIMITED TO, INVERT AND TOP ELEVATIONS OF CULVERTS AND INLET 4.) THROAT INLET SHALL BE USED EXCLUSIVELY WHERE PRACTICABLE AS THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE Q STRUCTURES. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO DETERMINED BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY. DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY U) I- (. STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. `®+ (/T ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL a PAYMENT. 5.) 3' (FOOT) TRANSITION SHALL BY UTILIZED FROM TOP INLET TO BACK OF 20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTIONjSITE W INSPECTION CURBS. SHALL BE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION.'I W cn GENERAL NOTES j a MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS 21. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH A 24 HOUR NOTICE BY CONTRACTOR FOR REQUIRED INSPECTIONS FOR THE ABOVE MENTIONED CONSTRUCTION OF EACH PHASE. I THE ENGINEER SHALL BE NOTIFIED: FACILITIES SHALL BE GIVEN. U 22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE U A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. REQUIREMENTS IN INDEX NOS. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. 23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE C. UPON COMPLETION OF SUBGRADE GRADING AND COMPACTION. EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS. II D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. AARON J. BOKES PE 415MLI E. UPON COMPLETION OF GRADING AND COMPACTION OF THE BASE MATERIAL AND PRIOR." TO PRIMING j ROBE9TE LEON FL FE f64745 F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. 1 - - G. UPON COMPLETION OF CONSTRUCTION. 48 HOURS BEFORE DIGGING DA CALL TOLL FREE Zoe SHEET l 1-O00--4i7© ! SUNSHINE STATE ONE CALL OF FLORIDA, INC. In OF 16 N j 06-295 TRACT 4R SEBMTM 1HGMANDS UNT 14 PLAT BOOK 82 IMAGE 43 i NORTH LINE OF (OCCUPIED) j HARBOR POINT SUBDIVISION PH NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13-31-38 ASE 1 _ N89°39'54"E 350.00' APPROXMA,E N00'05'36 IE - - W000 POWER POLE "1 / LOCATION 4.04' vs� 5/8" METER (6) CONTRACTOR TO INSTALL 3/4" PVC WATER SERVICE TO EACH UNIT (TYP) i CONTRACTOR TO / INSTALL FLARE COPPER MULTI BRANCH AS F- NEEDED PER DETAIL w s>/ THIS SHEET LIGHT POLE 5/8" METER (6) (TYP.) CONTRACTOR TO INSTALL w 3/4" PVC WATER SERVICE C111M P.B. (0I 00 % Lyh 23+00 -^_ 234-11.28 / 6/ 2" PE WM \ / / /�� Jw/v� 5/8" METER (8)PP CONTRACTOR TO INSTALL 3/4" PVC WATER SERVICE TO EACH UNIT (TYP) CONTRACTOR TO \ F' INSTALL FLARE COPPER \ MULTI BRANCH AS O TO EACH UNIT (TYP) CONTRACTOR TO INSTAMULTI LBRANCH AS L FLARE PPER NEEDED PER DETAIL w 0 THIS SHEET 5/8" METER (6) T� 7�TT��� z II a L JNP � CONTRACTOR TO INSTAL� 1 3/4" PVC WATER SERVICE ��jj� INCLUDED �j � j� CONTRACTOR TO DTa 111�C1�s�1UJED I 04 o �J r� INSTALL FLARE COPPER MULTI BRANCH AS i NEEDED PER DETAIL IS SHEET I BrJ�LD / J i Ec. �NG o von sow r' J �0. ��� ��/ I �REEDED PER DETAIL \ 7+00 a� �?� s / i THIS SHEET H / SIN S 1,ro ° \ FIOjIV /0, LIGHT POLE �(7 (TYP.) v 55 LF OF 6" PVC SS LATERAL \ ` WITH PLUG s1 Ox lF 8 sM MJ/y 8" FY� Ss �0 PROPOSED/B"0 k / 1 48 - MH5 GATE VALVE (TYP) �` 5/8" METER (4) 6 -- ySS - / r CONTRACTOR TO INSTALLS �j �� 3/4" PVC WATER SERMC �TO EACH CONTRACTOR TOTYP) G� F, 01A / �� INSTALL FLARE COPPER ssPVC U► L a tf IN. / 9x /� Ci / / \�> MULTI BRANCH AS t' 77 / NEEDED PER DETAIL BYILDi G r'(• 0 ? Lc /" �' / THIS SHEET 25.5Q' tea• \� LIGHT POLE I O (TYP.) J \>----�---- Q _ \ I 4 ► r-- 5/8" METER (6) SS CONTRACTOR TO ROUTE p M12 {4 �x)'; \ �\ i / `\\ O/� s �+ K C f 11 3/4" PVC WATER SERVICE \ s� ! p 4\ �r r ASPHALT `- TO EACH UNIT (TYP) PROPOSED 8"0 CONTRACTOR TO PAVEMENT INSTALL FLARE COPPER GATE VALVE (TYP (� J \ �y �� I 11 Z 1 MULTI BRANCH AS / �\ �\ i / ANj, G) ----i NEEDED PER DETAIL THIS SHEET 5/8" METER (4 /y 5/8" METER (6) X` ' CONTRACTOR TO �� CONTRACTOR TO INSTALL TT Ti\TiT�1T A rihii�iCD 3/4" PVC WATER S ICE �y 3/4" PVC WATER SERVICE �,�\ / MH Il,JA�Ilf jLi�Jj Jj JJ3JL� Q TO EACH UNIT (TYP) TO EACH UNIT (TYP) 5 8" METER 6 // ` PROPOSED FIRE CONTRACTOR TO CONTRACTOR TO ) I PROFED/'SIRE / ( ) (OCCUPIED) ' HYDRANT�ESSEMBLY/ !!! CONTRACTOR TO INSTALL �J/`� J11 j�j�j HYDRANT ASSEMBLY INSTALL FLARE COPPER i INSTALL FLARE COPPER 5/8" METER (8) / 3/4" PVC WATER SERVICE TYP w MULTI BRANCH AS I MULTI BRANCH AS v / / (TYP) O + ( CONTRACTOR TO INSTALL �� / TO EACH UNIT (TYP) NEEDED PER DETAIL 1 NEEDED PER DETAIL y CONTRACTOR TO o ---� 3 4" PVC WATER SERVICE / o THIS SHEET 1 ; I THIS SHEET / �� PROPOSED 8"0 TO EACH UNIT ((TYP / 4H INSTALL FLARE COPPER GATE VALVE (TYP) I i ;� 11 CONTRACTOR TO ) 2 MULTI BRANCH AS r�t77 1 t i INSTALL FLARE COPPER ! O NEEDED PER DETAIL 1l i PROPOSED RELOCATED MULTI BRANCH AS F,� ` ^ �� THIS SHEET 1 i 1 NEEDED PER.DETAIL, ! O RETENTION AREA 0 ! �' v _ n C• 1 ; 1 THIS SHEET : ! ! o y - 1 ; ` � ♦ QVACM T� o v --� ;i I ; It 1.53 AC.' I (NGT HqCLUDED) _ N com 0 1% o 1 !-�- J'o ti Z� I-V -y 00 1 o Il l l i 5/8" METER (6 FOR BLDG. 2 & 8 FOR BLDG. 4). CONTRACTOR j J to ` J l TO INSTALL 3/4" PVC WATER SERVICE . TO EACH UNIT (TYP) h CONTRACTOR TO INSTALL FLARE COPPER MULTI BRANCH AS NEEDED PER DETAIL �/ `: ti SS P j,� , \ F) THIS SHEET \� 15' WIDE UTILITY �, \ / i EASEMENT M S l Fly �� O/�G 1 r L�HT(rPO�Lj CONTRACTOR ACTOR (TO INSTALL \\ ` . ,� / 7-- - -- 3/4" PVC WATER SERVICE L0 t O \... .,..� 2S,S0, / / � do -- I TO EACH NI TOTYP) 0 / S % 00 I / ! ��� I O 1 INSTALL FLARE COPPER \ / 5 ?S� \ sS / ! / '%�� ` I MULTI BRANCH AS O �p l ! �T� - _- - -_--� I NEEDED PER DETAIL . / (�.... SS ( / / ��� 1 THIS SHEET ck x Ss I / 'T �•� �`' / a• \i� " C 1 I (fl O +' • %Q� O / q S \ t �tC GV o r �r N ---- i 141A�JEiLi\D EXISTING 12"0 tqr . o . \::... ` (F D/ / Z PVC WATERMAIN�g+.. + ` 4 ` `� / e� J 4" GV SS E(,/` NG 15' WIDE UTILITY 0 II I j� wn �j `�j' TriT jj IT Tn jpjj� Lan LIGHT POL !/VC' + \ / l / / £z , / s (TYP.) If/ ' S PROPOSED 8"0 \>!i 3§ ONNECT T XISTING ��� % LF 4" CPVC�/WITH GATE VALVES "C \SEWER STUB-00% 50' ��� / / 4 DR�CV PROPOSED 12"x8"0 \ NE.OF EXISTING E. \ o MANHOLINV. EL t 5\ TAPPING SLEEVE AND VALVE`o /. / or \\\ CRIF TO BE FIELD EXISTING S.S. MA6HOLE �� `� �`'� ` �-,-k IfP TOP EL. - 23.12' \\\ E. INV. EL. = 15.46' W. INV. EL. - 15.46' S. INV. EL. - 17.37' EXISTING FIRE HYDRANT ASSEMBLY FOEP STANDARD SEPERA TION A "'V8" AETER (8/ H� CI4TR9CTOR TO INSTALL \� \ 3//4" PVZ.'-W'IjtER SERVICE . t �r \. \�• C EACH TORI T(TYP) INSTALL FLARE COPPER MULTI BRANCH,, NEEDED PER DETAIL` �THLS SHEET CONNECT�TO EXISTING i 12"0 PVC-WATERMAIN_ 1f � P � r1� D STALL �I ttMP4IIUMPE`` 'a NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND 77-IE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C. 7HE MINIMUM HORIZONTAL SEPARA77ON DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAINS IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXIS77NG OR PROPOSED GRAVITY- 'I OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAINS IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW 7HE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAINS ABOVE THE OTHER PIPELINE. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF 714E OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY 7HE WATER MAIN ABOVE THE 07HER PIPELINE. AT THE U77LITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, 714E PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVE)ING RECLAIMED WATER NOT REGULATED UNDER PART 1/ OF CHAPTER 62-610, F.A.C. EXISTING 12"0 GATE VALVES P / EXISTING S.S. MANHOLE �J TOP EL. - 23.18' / N. INV. EL. - 16.69' S. INV. EL. = 17.66' (AB) / W. INV. EL. 16.78' SE. INV. EL. = 16.64' EXISTING 12"0 _ / PVC WATERMAIN 1� t EXISTING FIRE HYDRANT ASSEMBLY UTILITY PLAN 1 " = 60' - 0" 2 25, / - --- A ss 50 � J _ - I 4¢ DDCV CPV WITH /�yti W I 55 LF 4" V I / p 2S�` FIRE gIN � I - -- -- ----� 20' DRAINAGE/UTIUTY EASEMENT I / 30 0o ss 1 + -- T ASSE BLY FIREb Hg o O LIGHT POLE �. 8 �4" GV 89 CJES8y P (TYP.) so' QV s \� � �� DING �00 � 4x MH �._.- W r � 0 1 WI` 3 (OCCUPIED) r ' S l� '�� ! 4p DDeV CPVC ,WITH f9f ` I op EXIN R STUB -OUT ��l f" P� 1 LIGHT POLE TO BE A ND ` �J / / i C 4" GV (TYP.) - - ev OPOSED 2"0 OWOFF 1/\ " METER CO OR TO INSTALL 30' 3/4" PVC HfrT SERVICE % I ('? I z ,TO EACH UNIT (T4P ���0 I / \Lu CONTRACTOR T J l I �3 LF CPVC WITH INSTALL FLARE COPPER !'� 15' W DE bi161Tyi`1 / / v, MULTI-8RANCH AS EASEMENT 4' DDC� w �\ Ar N EDED f EP;DETAILLOT � PROPOSED 418 LF '�� �_ ��� J I F 1 12"0 PVC WATERMAIN PROP815E 8"0 ti= �'y�� / / (OCCUPIED) j0 TE VALVE Lu 70 LF OF DIRECTIONAL BORE PROPOSED � D.I. TEE , �\ �` cr 11JA�7Ji lltdylL 111L'1VJ var��` \ ) ni82°42'2 » N N 1256533.2608 ���°j� �\ \ - W� 128, 5 , / E 824214.343 (VACC"1\L V u ) �. war `�_ •� �9 �IT - -- VAT �-� VAT VAT `VATS rATF VAI VF I SANITARY SEWER STRUCTURE TABLE STRUCTURE NUMBER RIM INVERT ELEVATIONS NORTH SOUTH EAST WEST DESCRIPTION MH1 23.20 16.34 16.24 16.34- SANITARY SEWER MANHOLE MH2 23.50 - 17.34 17.44 17.44 SANITARY SEWER MANHOLE MH3 23.20 18.20 SANITARY SEWER MANHOLE MH4 23.35 - - 18.40 18.30 SANITARY SEWER MANHOLE MH5 23.70 - - - 18.99 SANITARY SEWER MANHOLE MH6 23.82 - 20.73 - - SANITARY SEWER MANHOLE MH7 23.25 20.31 20.21 - - SANITARY SEWER MANHOLE MH8 23.52 - - - 18.97 SANITARY SEWER MANHOLE MH9 23.53 _ 18�61 18.61 18.51 SANITARY SEWER MANHOLE MH 10 23.72 17.47 17.37 SANITARY SEWER MANHOLE SEE SHEETS C6-C9 FOR IRC WATER AND SEWER SPECIFICATIONS AND DETAILS FLARE COPPER NUT FLARE COPPER MULTI -BRANCH SIZE I \_FLARE COPPER NUT i SINGLE BRANCH SIZE FLARE COPPER MULTI -BRANCH L3 SINGLE BRANCH SIZE MULTI- BRANCH SIZE SINGLE BRANCH LENGTH Li MULTI -BRANCH I LENGTH Lz MULTI -BRANCH LENGTH(L3 2" THREE-1" 1-9/16" 7-9/16" 6-5/16" MULTI -BRANCH ENLARGEMENT BRASS TRIPLE BRANCHES 8"x4" TEE TYPICAL MULTI BRANCH DETAIL 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-2-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. m w Z W V O U U m o o�QWQ a a- 0- a1 ®® `} In rn In N Lfl O 0 N W O I 0 O m Q ^II �- 9 v . U Z - M I- o00 o t` to r- cp I- z W C W co t- n Z LU � Z Q °- O V Z z U 0 ®W Qo W z 0 z � � 0 -I , 0 LL o V G U v z Z I m o -I�0 W U > w v, w W W z ` 5 Z w w z O0Q z Q_j� OZ z 0 U z h J Q 0 O LL-J W v' z c 0 U IL O _Z `+ ,r Q W W Q m W 1 �,d L'-' O (V ❑ AARON J° BOWLED FL PE #=O ❑ AO�T E LL.EON fl.DA G SHEET C 10 OF 16 06-295 IY 1� 0 Lij Z j J O j L,_ i t 0 m Z J O U ~ 0ID {i . I JSOSJ0O w � �O I oW H� n z t-Z W L o p co a Ln Op I' o^ N + + i O o � N N N iN`M4N N c0 z1— ++Z OWV) J +O C)W + CA - 0 N t .1} pZO0 111 a �O � Q`- ± W W W W w W II O Lj W x n w XL, w p p QI QI V)i ci p (n w J O ° 2 n �- ° " �n Nil 00 ~ n Jo V) S J In _0 S 25 - -- - - - - - - - - - - - --25 -25 - 25 - - - --- - -25- - - _2 - 24 - - - -- - ---- - - --- -- - - - - - 36" MIN._24-- - -- - - - - 23 - - - - - - - - - 23 - - - -- ---- --- - -- -- - - - _ -. - -- _23---- - 23 22 ----- - - - - - - - 21 - - - - - - - I -21- -- „ -36-MIN. - - - -21 19.63 N,W - -- --z`� - - -- 21 - - 1 - - -- -- - -_ - - - - 20 - _ COVER - _ 87 LF OF 18" ADS _ 14' - HORIZON - -- - - 21 AL SEPARATION - -36"MIN. COVER _ -21- - - 1 8" PVC WM TO POND 6" PVC WM 19 - - - - - - - -- - - -19- - - 1 - -v - -..- 19.00E - - - _18'- I - - ,�- 1 & MIN' - 14$ C.F. 8 - V -SEWER-� o 9 18 - - - - - - -- - .24(S) --- - - - - - -�-) - --- - ---- - - --- -- - SE R TION - - -SEPARATION - _ SEPARATIO - --- _ VC SEWE 4 0.40%---- �i 17 - - -- -1 - _ - - - -- - -- - -- --- ---- ---17 5 8" VC SEWER ©ID - - - ---- 18.40 E17.37 - 8" EPRATI0 M -- I N����111,,, I N'' N S L.F. 8' PVC SEW 0.40% 1CONCR TE CRADLE W W 116 EI -STUB=OU -_124 ---- - - ONCRET�CRA - -- -185-tF-OF-18"-ADS--`215 15 - 15.46 E W - -5- �5 O- - - i5 4 5 - - 15 - - 15 - - - -15- F OF 24" ADS - 14 - - --- -- 4g - - ----- - - - 4AI3S-fNV:� PRO .INV=15.18 ADS 200 LF OF 48" AD (TO POND) 15.19 W 1 3 - - f 3 - - - 1 - - --= - -- --1 3 12 - - - -- - - - - - - - - - -- - - - - 14.69E - �! - 1 1 -- 1-1- - -INV 11.40 N,S -1 00+00 00+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 STA. 11 +62 ?� i FIFE „HYD AS5VB GV 8 x6 TEE/6 j d OO 00 Irj N J O I+j O O tp O O O h 17 F- to ,i 17 N N 0 II + a N" 17 O II' 17N r' Ir} to CA �J .-N ! 10 N tnN o II - W OHOO� i J •- W o W +� W �- J W f p in 0 W r7 p + r a �= a=� �li� �Ii Q�� a0i Qrn � uO O N S ln� ��O (n-io 2 JQ = N= p J l 25 - --- ---- - - - - - - -- -- 25--- - -- - -- -- - - -- - - 25 - -- 25- - - ---- - --� to w- --- -- 2 g - -- 25 24 24 23 - -�3- - -- 2g - _ .. - -- 3 _ _ _ - - ---- -- -23 -- - 23 - _ - - - --- --23 23 --- ---23 22 14 HORIZONT SEPARATIO -- -- - - _ --.. .___...... ---- ----_ 21 36" -COVEP- MIN. -�1_ _- - _- 14' HORIZONTAL - SEPARATION __ 36"_ J _.. - - -- - 22 105LF OF PVC SS@O. q - --- -2t-- - - .. - ---- 1 - -- 21- _.._ _ COVE . WATER._CROSSES.-- -- 21. -- - 21 20 - 20.73 S - OVERDRAINAGE PIP 19 8" PVC WM 18" MI SEPART 19 WM - 18" ADS --- -- 400LF OF ----8 PVC WM 20 1g ----_.--- _-. __._ - ---_.._._. - ____.._ POND91963 -_-__-. _ __. _._I-�-----_ 18 - - - -WATER--.CROSSES- S 185 LF OF 8" ADS 9 NUNDER SEWER 18" MIN.--_ Y@O, MI-_.1817 -- --- -17- - 17 -20:31 N - -f7 -- --- -- 17SEPARATION- - 7 SEPARATION- - 17 - 17 16 - -- --- -- - - _20.21 S -UNDER- WATER ROSSES RAINAGE-PIP€ -----18.6.1 S,E) - --- ---- --- ---- --- - I -- -- 6 15 -- -- --15- ---- - - - ---15 --- -- ---- --- ---15 - -- - - - -15-- AND SEWER - PIPE 15 - - 18...59 W 15 -- ---- L ---- --- - --.- -._ ._- 15 -� - 15 14 5.19-W - -.-. - - -.._.. -- -- - --- �--- --14 -13--- --- - --- ---- -- - - ..._- -- - ---- ---13 1 - -- - 1 3 12 __ .--_ -- -.--------- - - --- - - ---- _ _- _ _ - - -- - __ _____ -- - _ - _ - 14.69 E - - - - - -- -- - - -- - - -- -- _ _ - -- -- -- ---- - 12 1 1 ---- -1-1- --- -- -- 1 1 -• -- ---- - --1-1 -- -.-. --_ - -- 1 1 - - -- --- 1 �1�•- 1 1--- - __ - - ---- --- ----• --- - ---- 1-1 9+00 1 0+00 1 1 +00 1 2+00 1 3+00 1 4+00 1 5+00 1 s4-no � -_ 1 1 1 74-•nn UTILITY PLAN PROFILE 1 " = 40', HORIZONTAL 1 " = 4', VERTICAL u Of INVV I VI\L NUMBER RIM NORTH SOUTH EAST WEST U�JVKIt I IUIV MH1 23.20 16.34 16.24 16.34 - SANITARY SEWER MANHOLE MH2 23.50 - 17.34 17.44 17.44 SANITARY SEWER MANHOLE MH3 23.20 - 18.20, - - SANITARY SEWER MANHOLE MH4 23.35 - - 18.40 18.30 SANITARY SEWER MANHOLE MH5 23.70 - - - 18.99 SANITARY SEWER MANHOLE MH6 23.82 - 20.73 - - SANITARY SEWER MANHOLE MH7 23.25 20.31 20.21 - - SANITARY SEWER MANHOLE MH8 23.52 - - - 18.97 SANITARY SEWER MANHOLE MH9 23.53 - 18.61 18.61 18.51 SANITARY SEWER MANHOLE MH 10 23.72 - - 17.47 17.37 SANITARY SEWER MANHOLE SEE SHEETS 06-C9 FOR IRC WATER AND t: J 00 w rn a J o 25 -- -18" -MIN.- SEPARATION 17 - 15 - - 13-- 13.83 W 13.50(N,S)/ 25 24 23 22 21 =FAM 19 - 18 - 17 16 - 15 14 13 12 11 9 +00 DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS NORTH SOUTH EAST WEST BOTTOM ELEV DESCRIPTION 1 23.00 11.40 11.40 19.00 10.90 TYPE "C" CATCH BASIN W/ J BOTTOM O 23.00 19.63 19.63 19.13 TYPE "C" CATCH BASIN O 23.00 19.50 15.03 15.03 14.53 TYPE "C" CATCH BASIN 3a 23.00 19.75 19.25 TYPE "C" CATCH BASIN 3b 23.00 19.28 14.63 14.63 14.13 TYPE "C" CATCH BASIN 4 23.00 15.15 15.15 14.65 TYPE "C" CATCH BASIN O 23.00 14.81 14.81 14.31 TYPE "C" CATCH BASIN 6 23.00 14.25 14.25 18.60 13.75 TYPE "C" CATCH BASIN 7 23.00 15.93 15.43 TYPE "C" CATCH BASIN 8 23,00 14.69 15.19 14.19 TYPE "C" CATCH BASIN 9 23.00 13.50 13.50 13.83 13.00 TYPE "C" CATCH BASIN Wj J BOTTOM 10 23.00 19.63 19.13 TYPE "C" CATCH BASIN 11 23.00 18.89 18.89 18.39 TYPE "C" CATCH BASIN 12 23.00 18.53 18.03 17.53 TYPE J-8 MANHOLE 13 23.00 17.09 17.09 16.59 TYPE "C" CATCH BASIN 14 23.00 17.64 18.14 17.14 TYPE "C" CATCH BASIN 15 23.00 18.90 18.40 TYPE "C" CATCH BASIN 16 23.00 19.63 19.13 TYPE "C" CATCH BASIN 17 23.20 13.50 13.50 13.00 TYPE J-8 MANHOLE NOT USED NOT USED 19 22.00 13.50 18.65f 13.00 TYPE "C" CATCH BASIN W/ J BOTTOM 20 22.50 19.50' 19.00 YARD DRAIN NOT USED 19.00 18,50 YARD DRAIN 22 22.00 19.75 19.25 YARD DRAIN CS-1 20.50 16.10 15.60 MODIFIED TYPE "E" CATCH BASIN QONTROLSTRUCE CS- 20.50 16.10 15.60 MODIFIED TYPE "EE"" CATCH BASIN CONTROL STRUCTURE 1 I ou {. ll^^ vl Z 0 i 4 0 m w 0 0 0- O O N p I N W O O F- Q 3 a - M o0 om rnOD v, W N h W n vv n Z W Z z Z O (® W U) wog Q ' w Z 06 �No N °' .� z J M r� D V) LOL U V 4 Z �! v Q I wm J U >W> W w �W wZ �Q �ZW 1z, Z O 0 Q co Z m moi Fab.: 0412 0Z� O N U I_ LJ E® ii w� z O� w ( Z ¢ wm W< Ld h- U o U ❑ AARON J. BOWLE3 FL PE fb [I il0nmT E LEAN FL PE W4746 DJAN 2 1 200 SHEET cil OF 16 06-295 1-1/2"0 P.E LOCKING SERVICE LATERAL CURB STOPS METERS SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT-OF-WAY UNLESS METER BOX OTHERWISE DIRECTED BY IRCDUS w (METER NOT SHOWN) 1"0 P.E. Z SERVICE + -' APPROVED METER BOXES LATERAL 90' ANGLE LOCKING CURB STOP SHALL BE POLYMER (TO ACCOMMODATE 5/8" Ox3/4"O METER) CONCRETE & FIBERGLASS z a " 2" a 0 0 2"0 PREPUNCHED a 1", 1 OR 2" OLE FOR TOUCHTONEJ� } /2 METER LID w 2 CORP STOP FINISH GRADE o BRASS COMPRESSION ROA WAY { WYE BRANCH 2" 2'-0" 2'-0" L as IN LINE DUAL BRASS LOCKING CURB CHECK BY IRCDUS IZ / STOP WITH INTEGRAL PLAN VIEW ,:;:- °"-- METER COUPLING 2"0 PREPUNCHED \\/�\�\\�\/� HOLE FOR TOUCHTONE a CENTER HINGED OPENING w 4%x7MIN W STAINLESS SIN METER LID 0- m ('") STEEL PIN o ►� MARKER BALD a a IN LINE DUAL I MM + CHECK BY IRCDUS PROPERTY LINE x 60XER xa Z (SEE NOTE z LONGS RVICE (SEE NOTE 5 METER N0. 3 NR �w ) 2" <A io ov PVC CASING SLEEVE SHORT RACE WIRE + + • "� WATER MAIN SERVICE + STAINLESS STEEL 1"0 MIN DOUBLE STRAP ELEVATION PIPING ) CUSTOMER (BY OTHERS) \ SERVICE SADDLE LOCATE MARKER BALL (WATER) ELEVATION NOTES 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER. . NOTES 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. 1. METERS OVER 2"0 MUST BE APPROVED BY IRCDUS AND INSTALLED 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"0, DUAL SERVICES SHALL BE A MINIMUM 1-1/2"0, TRIPLE SERVICES SHALL BE A MINIMUM 2"0 AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. BY CONTRACTOR. 4. 1"0 ,,& 1-1 22 0 LONG SERVICES REQUIRE A 2" MINIMUM 11 D CASING PIPE 2"0 LONG SERVICES REQUIRE 2. ALL METERS 2"0 AND SMALLER WILL BE SUPPLIED AND INSTALLED A 3 MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.C. BY IRCDUS. 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED MANUFACTURERS' 3. MINIMUM SIZE OF METER BOXES: 1"0 SERVICE (12" X 18"); 1-1/2" PRODUCT LIST FOR METERS GREATER THAN 2"0. 0 AND ' 2"0 SERVICE (17" X 28"). 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND_/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME 4. METERS GREATER THAN 2"0 SHALL BE COMPOUND METERS. REFER TO IRCDUS OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. APPROVED MANUFACTURERS PRODUCT LIST. 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. 8. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. PER TAIL M-14. METER BOXES WITHIN 24" FROM SURFACE. 5. TRACE WIRE TO BE INSTALLED AS E DE 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2"0 METERS. AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. METER BOX WATER SERVICE a a 0 0 I W.M. FLOW REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER GATE VALVE WITH GATE VALVES PLAN VIEW W.M. GRADE ROADWAY GRADE (SWALE) FINISHED GRADE LLLVA I IUIV NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. 2. ALL MULTI -STORY MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW Pf'iEVENTORS. 3. BEPNSAEDUOLHAFERSEFADBRDRFICATIONS MAY INSTALLED SPECIFIC PROVAL Y IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST 1'-0 ABOVE THE HIGH WATER LEVEL. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. BACKFLOW PREVENTER 2'-0" I ASPHALT SURFACE FINISHED GRADE I---36" SQUARE � I.• �24" SQUARE .'.. • •'� . NO. 30 ° I ''° °° CONTINUOUS °' ° ° ° CONCRETE ONE (1) '/ PAD NO. 30 SLIDE TYPE / CONTINUOUS LIMEROCK BASE VALVE BOX SLIDE TYPE TYPE I VALVE Box TYPE II DUCTILE IRON STAY -PUT COVER POLYETHYLENE RAISED LETTERS MARKED: "WATER," CURB STOP BOX SAN, SEWER, OR "REUSE WATER" AS APPLICABLE RASS VALVE INDICATOR 24 (MAX) TYPE I TYPE II ROCK TO EXTEND ABOVE EXTENSION WITH FWILT z EXTENSIONMARKER B AL AS SHOWN (D� TRACE WIRE----` ELEVATION NOTES 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES (SEE M-11) 3. LOCATE MARKER BALLS ARE TO BE PLACED ADJACENT TO ALL VALVE BOXES 4. SEE TRACER WIRE DETAIL. M-14 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. (S EE EE W-1) 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE WATER MAIN VALVE -WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE VALVE AND BOX I I lI FOUR HYDRANT GUARDS AS REQ'D BY IRCDUS M.J. 6" ANCHOR COUPLING SEE NOTE ,(BELOW) RESTRA MEGA-LUG R EQUAL T\®� 90• O\®/ 45' i I -GATE VALVE ANCHOR TEE FOR 6" \ QP MECHANICAL JOINT 6" S A VARIES M.J. 6" (MIN) PLAN VIEW WATER MAIN PUMPER NOZZLE FACING ROADWAY VALVE BOX ACCESS ? `° GRADE 1 ^ i x > I I co 5i O CV U 6"GATE VALVE 6" DIP PIPE 1.5 CU. FT.. �\ \ / / NOW / CONCRETE / \\ DIRECT CONNECTION \\ (ANCHOR TYPE) f \\ UNDISTURBED s" (MIN) ELEVATION SOIL WATER MAIN i NOTES 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. 2. q OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE CL OF THE NEAREST ROADWAY OR FINISH GRADE. 3. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE. 4. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 7. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 8. ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL. ALL NUTS SHALL BE STAINLESS STEEL, I 9. MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) 10. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO THE SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO ,THE REAR OF THE HYDRANT PURSUANT TO FIRE PREVENTION CODE 3-5.6. INST. LOCATE FIRE f-"IY®R,ANT DEVILS FINISH GRADE MARKER BALL IN ALL METER BOXES EDGE OF PAVEMENT �i /i METE BOX 12"L LOCATE TAPE- � `-CONTINUOUS #10 STRANDED COPPER TRACE WIRE it DETECTION TAPE (SEE NOTE NO 6) PROVIDE TRENCH 1 SLOPE AS REQ D� I PROVIDE TRENCH SLOPE AS REQ'D GRADE ITRENCH WIDTH MECHANICALTRENCH WIDTH 'W' + 4' MIN LY SAW EXISTING SURFACE RESTORATION 6" PAVEMENT EXISTING MIN BASE i 2T DETECTION TAPE REPLACEMENT LIMER(SEE NOTE NO 8) / / / / f / / / / / IN LIFTS CK BASE SAT E 95% OTHE(APPROVED METAYERS H ROD (SEE NOTE 6) M TO ACHIEVE 98% COMPACTION N MAXIMUM WATER LEVEL -I- �c . - 4" MAX ALLOWABLE DURING \\ LAYERS CONSTRUCTION T AT go 4" 3/4" DIA BEDDING ROCK OR PEA ROCK WN RE 12" PIPE 12" . CONDITIONS REQUIRE OD UNDISTURBED SOIL TRENCH WIDTH W' ELEVATION NOTES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTEVT WITH EXISTING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2 MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS/FDOT STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 8. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BELOW", CAUTION: FORCE MAIN BELOW", OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL BE USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-14). 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. I TRENCH DETAIL STRIP 4" (MIN) j ELEVATION -SERVICE DETAIL N HAHITCH NOTE 4)CH AT ALL SERVICE TAPS, ; L& EACH END OF ALL FITTINGS .. �. 2" Z 6" MAX LAYERS VALVE 2" LOCKING (MIN) STRIP 4" MINIMUM OR OTHER APPROVED METHOD TO ACHIEVE CURB STOP MAINTAIN TRENCH 98% COMPACTION APPROVED WIDTH 2'-0" ABOVE BOX W/PVC PLUG METER BOX TOP OF PIPE io 24"x18" (MIN) STEP 1 (� b ' ! ' 17 COMPRESSION ° ° I ° • • ° 1 CUBIC FOOT `' `cr FITTINGS • ° ° 3/4" GRAVEL OR PLAN VIEW CRUSHED ROCK R.S.G.V. • 2" POLYETHYLENE 3 TWISTS MiN j I - ° °• ° MAXIMUM WATER { ° 2"0 TRACE WIRE HOUSING STEP 2 WITH CAP LEVEL ALLOWABLE LLAYEERS DURING CONSTRUCTION AT 987 + ° 5 WRAPS MIN 3/4" DIA 13EDDING ROCK OR PEA ROCK WHERE 12" PIPE 12" STEP 3 CONDITIONS REQUIRE UNDISTURBED CONTINUOUS RESTRAINED PLUG (M.J.) COPPER TRACE STRANDED SOIL E j TRENCH WIDTH HORIZONTAL DISTANCE EQUAL SOLDER 2" CORPORATION TO DEPTH OF COVER _ I w' STOP ELEVATION STEP 4 HALF HITCH HALF HITCH ON ELEVATION BEHIND EACH EACH SIDE OF NOTES MAIN LINE SPLICE DETAIL BELL ALL VALVES NOTES 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED ELEVATION -VALVE BOX DETAIL 1. WHERE SOIL CONDITIONS 'CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED BY IRCDUS. METHOD OF CONSTRUCTION. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. NOTES - 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 2. INCLUDE ALL COST OF MATERIAL &LABOR IN PRICE OF PIPE, 5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE. 5. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". METER BOXES WITHIN 24" FROM SURFACE. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED 50/50 RESIN CORE), 6. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' /� WRAP W/3 ALTERNATING LAYERS TAPE, COVER WITH WATERPROOFING COMPOUND AND HEAT SHRINK WRAP. BELOW SURFACE, TAPE TO BE MARKED -"CAUTION: WATER LINE BELOW", CAUTION: FORCE 2� BLOW -OFF 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. MAIN BELOW", OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL ALSO BE 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-14). TRACE p 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER 1 R /l �E `%+/II�iE DETAILS IL� JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE VARIES 2'-0" / � • � E / � OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 24" X 24" X 6" THICK FIBERCRETE PAD AT EACH VALVE BOX (SHALL BE 36 x 36 IF LOCATED IN TRAFFIC WAY) TRENCH DETAIL DOUBLE DETECTOR PRESSURE GAUGE ! (UNPAVED EASMENTS) 2"0 CURB BOX VICTAULIC CHECK VALVE (SEE W-12A 10) TO HOUSE TRACE WIRE to WITH DUCTILE IRON LID I COUPLING 2" GATE DOUBLE CHECK VALVE NOTES: tIf WATER 6'GV Ih ttlars , 2"0 BRASS INDICATOR EXAMPLE PLAN VIEW NOTES 1. VALVE BOX LID SHALL BE PAINTED: BLUE FOR WATER GREEN FOR FORCE MAINS PURPLE FOR REUSE WATER 2. BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE) VALVE BOX PAD (PAVED AREAS & SHOULDERS) RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER PIPE DIAMETER D. I. P. P. V. C. PIPE DIAMETER 90- 45' 1 22 ,G 11 Y'4 90- 45" 1 22 /211 1 /4 3" 4" 6" 8" 10" 12" 16" 20" 24" 30" 3" 30' 15' 10' 5' 40' 20' 10' 5' 3" 0 1 0 0 0 0 0 0 0 0 0 4" 35' 15' 10' 5' 55' 25' 15' 10' 4" 40' 0 0 0 0 0 0 0 0 0 6" 55' 25' 10' 5' 1 80' 35' 20' 10' 6" 50' 45' 0 0 0 0 1 0 0 0 0 8" 65' 30' 15' 10' 90' 40' 20' 10' 8" 75' 70' 40' 0 0 0 0 0 0 0 10" 80' 35' 20' 10' 110' 50' 25' 15' 10" 95' 90' 70' 40' 0 0 0 0 0 0 12" 95' 40' 20' 10' 130' 1 55' 30' 15' 12" 120' 115' 100' 75' 40' 1 0 0 0 0 0 16" 120' 50' 25' 15' 165' 1 70' 35' 20' 16" 160' 155' 140' 125' 100' 70' 0 0 0 0 20" 150' 65' 30' 15' 200' 85' 40' 20' 20" 200' 195' 185' 170' 150' 130' 75' 0 0 0 24" 180' 70' 35' 20' 210' 90' 45' 25' 24" 160' 155' 150' 140' 135 120' 90' 50' 0 0 30" 190' 80' 40' 20' 1 250' 105' 50' 25' 30" 195' 1907 185' 180' 170' 160' 120' 105' 70' 0 36" 220' 95' 45' 25' 0 0 0 0 36" 225' 220' 215 210' 205' 195' 180' 150' 125' 70' 42" 245' 105' 50' 25' 0 0 0 0 42" 245 240' 235' 230' 225' 220' 205' 180' 155' 105' 48" 260' 120' 1 60' 1 30' 110 0 1 0 0 48" 255' 250' 245' 240' 235' 230' 215' 195' 175' 125- RESTRAINED LENGTHS FOR DEAD ENDS AND BRANCHES FROM TEES SHALL BE THE SAME AS FOR 90' BENDS LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE i N " SCH 40 "Tee" zl VALVE (TYP) 22" "Wye" (TYP.) 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS 10. IF THE WATER MAIN TO BE FLUSHED IS LARGER THAN 6" DIAMETER OR SUCH 2" METER BETWEEN EXISTING ACTIVE WATER MAIN AND THE PROPOSED WATER MAIN LENGTH THAT A FULL PIPE FLUSH AT THE 2.5 FPS VELOCITY CANNOT BE jjj" -I- -F --► IMPROVEMENTS. ACCOMPLISHED, THE FOLLOWING PROCEDURE SHALL BE UTILIZED. a a0 LOCKING CURB STOP VALVE 1" CHECK VALVE N I L BY-PASS METER DETECTOR BYPASS I S-O" PLAN VIEW I- DETECTOR CHECK VALVE GATE VALVE W/ INDICATOR 90' BEND TIE RODS (TYP) (TYP) - - Vj W 18" MINIMUM DISTANCE Q ONCRETE SUPPORTS (OR APPROVED BY IRCDUS) ELEVATION WATER MAIN NOTES 1. ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND THE IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. DOUBLE -DETECTOR CHECK VALVE ASSEMBLY I PIPING UTILITY PIPING TO PROPERTY LINE INLET GATE -\ VALVE I 2. THE TEMPORARY JUMPER DETAIL (W-12A) IS TO BE USED FOR FILLING ANY NEW WATER MAINS OF ANY SIZE FROM THE EXISTING ACTIVE WATER MAINS _ i AND FOR FLUSHING OF NEW MAINS UP TO 6" IN DIAMETER (2,5 FPS MINIMUM VELOCITY) AND PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. QZ P 2" SERVICE 2 j " 3. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER THE FILLING, SADDLE EXISTING GRADE FLUSHING, TESTING AND DISINFECTION OF THE NEW WATER MAIN HAS BEEN 00 CA SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE HAS BEEN RECEIVED - •- FROM THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (FDEP) AND ANY 11 OTHER PERTINENT AGENCIES HAS BEEN RECEIVED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. Z I: 4. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING .� PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH CORP STOP AWWA C651, LATEST EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE; I (TYP) MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER ' to SECTION TWO OF AWWA C651, THE USE OF TABLETS IS STRICTLY. PROHIBITED. DIRECTION OF FLOW TIE-IN VALVE TO BE CLOSED AND LOCKED 2" SERVICE DOUBLE SADDLE SS (TYP) NEW WATER MAIN EXISTING WATER MAIN ELEVATION NOTES 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD. 2. ALL LINES TO BE FULL PIPE FLUSHED. 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. TEMPORARY JUMPER CABLE 5. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A,MINIMUM PRESSURE OF 20 PSI IN THE NEW MAINS CONTINUOUSLY AFTER DISINFECTION AND UNTIL FDEP CLEARANCE LETTER IS OBTAINED. 6. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE, DOUBLE CHECK BACKFLOW PREVENTION DEVICE IS IN GOOD WORKING ORDER it AT THE TIME OF INSTALLATION AND PROVIDE DOCUMENTATION THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN TESTED IN THE LAST 12 MONTHS, AND IS IN GOOD WORKING ORDER ONE YEAR FROM INSTALLATION; BY A QUALIFIED BACKFLOW TECHNICIAN AS APPROVED BY IRCDUS. 7. EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 6" IN vim., THE TIE IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE IN VALVE SHALL REMAIN CLOSED & LOCKED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL; OTHER PERTINENT AGENCIES. 8. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS OR PVC STOPS, 11 1 9. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS VALVES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. j A) INSTALL PRESSURE GAUGES AS INDICATED ON DETAIL (W-12A) B) OPEN ALL DOWNSTREAM VALVES IN THE NEW SYSTEM PRIOR TO FLUSH C) FLUSH NEW WATER MAIN THRU TIE-IN VALVE MAINTAINING A 10± PSI PRESSURE DIFFERENTIAL BETWEEN GAUGES DURING FLUSH. D)IRCDUS PERSONNEL, IN THE PRESENCE OF THE ENGINEER OF RECORD SHALL OPERATE TIE-IN VALVE TO INSURE THAT THE REQUIRED PRESSURE DIFFERENTIAL IS MAINTAINED. TEMPORARY JUMPER SCHEDULE MAIN SIZE JUMPER SIZE 4" * 2" 6" 4" 8" 6" 8" or LARGER 6" NOTES: *1. WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE SADDLE MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN CONNECTION. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIOA, INC. RESTRAINING SCHEDULE AND NOTES I j i L (7) N ILD0LLI IlU O c/T � 0 CO (0 0 O N LLj z W ID z 0 ■ Z m( o M o 0 _ ff W , (Df co r NN .� W (n ■, Z W XC Z Q 01t U a Z z U 0 �,. W U) u U Q o WLL Z 0 �1 N J O u_ Z Q z 0 -j I m O W wU>r^W> VJ W Z 6 ,J Z w W � O Z ILU 0 Q Z Q D OZ"' � cc G 00 Q L_ 0 J V VJ z L� W Z OQ Q m W W w .J.. 0 I�- U it 0 ❑ AAnONJ. BOWL"BS FL PE f>3 ❑ ROBERTE LEM DAN 21200. SHEET C13 OF 16 06-295 WATER MAINS POLYVINYL CHLORIDE PIPE SCOPE THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR POTABLE WATER MAINS. GENERAL POLYVINYL CHLORIDE (PVC) PIPE SHALL BE ALLOWED FOR USE AS POTABLE WATER PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE PROJECT. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES (IRCDUS) MAY REQUIRE THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE DURING CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD PERSONNEL DURING CONSTRUCTION IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS UNSUITABLE FOR THE PARTICULAR APPLICATION. PIPE MATERIALS FOR SIZES 3" AND SMALLER A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING POTABLE WATER SHALL BE DESIGNED FOR A MINIMUM WORKING PRESSURE OF 150 PSI. B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST ASTM 2241, LATEST REVISION. PIPE SHALL BE SDR 21 WITH A PRESSURE RATING OF 200 PSI. JOINT DESIGN TESTED TO THE REQUIREMENTS OF ASTM D 3139. RUBBER RINGS SHALL CONFORM TO ASTM F 477 AND D 1896 PIPE TO BE MADE TO EXCEED THE REQUIREMENTS OF THE MATERIAL SECTION OF ASTM D 224E C. POLYVINYL CHLORIDE PRESSURE PIPE PER APPROVED MANUFACTURER'S PRODUCT LIST. D. THE PIPE SHALL BE BLUE IN COLOR. E. NO SOLVENT WELD JOINTS ARE PERMITTED. PIPE MATERIALS FOR SIZES 4" THROUGH 12" A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING POTABLE WATER SHALL BE DESIGNED FOR A MINIMUM WORKING PRESSURE OF 150 PSI. B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARD SPECIFICATIONS C900-97, OR LATEST REVISION, OR C909-98, OR LATEST REVISION AND ASTM D1784 AND D2241, LATEST . REVISION. PVC PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-8 MATERIAL AND CONFORM TO THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. C. POLYVINYL CHLORIDE PRESSURE PIPE PER APPROVED MANUFACTURER'S PRODUCT LIST. D. THE PIPE SHALL BE BLUE IN COLOR. PIPE MATERIALS FOR SIZES 14" THROUGH 36" A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING POTABLE WATER SHALL BE DESIGNED FOR A MINIMUM WORKING PRESSURE OF 150 PSI. B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARD SPECIFICATIONS C905-97 AND ASTM D1784, LATEST REVISIONS. PVC PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM TO THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. C. POLYVINYL CHLORIDE PRESSURE PIPE PER APPROVED MANUFACTURER'S PRODUCT LIST. D. THE PIPE SHAH INOLOR. BE BLUE C JOINTS A. JOINTS FOR PVC PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. B. THE IRCDUS'S ENGINEER MAY CONSIDER OTHER TYPE JOINTS FOR SPECIFIC INSTALLATION UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL. C. RESTRAINT JOINTS, WHEN REQUIRED; SEE APPROVED MANUFACTURER'S PRODUCT LIST. FITTINGS A. ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATION C110/21.10-98, C153/A21.53-00 OR LATEST REVISIONS. FITTINGS SHALL BE CEMENT MORTAR LINED AND SEAL - COATED IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C104/A21.4-95, OR LATEST REVISION. B. THE PRESSURE RATING SHALL BE 350 PSI. C. JOINT RESTRAINT, WHEN REQUIRED, SEE APPROVED MANUFACTURER'S PRODUCT LIST. MARKING A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL M-14 FOR SPECIFICATIONS REGARDING INSTALLATION. B. TRACE WiRE IS REQU IRED OVER ALL PIPES. C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES. TAPE IS TO BE INSTALLED 12" BELOW PROPOSED FINISHED GRADE. INSTALLATION A. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF PIPE SHALL HANDLED AND INSTALLED IN TH THIS SPECIFICATION, THE P E L BE L E STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR SHALL USE EVERY PRECAUTION DURING CONSTRUCTION TO PROTECT THE PIPE AGAINST THE ENTRY OF NON -POTABLE WATER, DIRT, WOOD, SMALL ANIMALS, AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE OPERATION OF THE PIPELINE. WHERE GROUNDWATER ELEVATION IS ABOVE THE BOTTOM OF THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE DEWATERING EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. ALL PIPING N Y TRENCH UNLESS THE ENGINEER OR IRCDUS SHALL BE PLACED I A DR L E APPROVES WET TRENCH INSTALLATION. P N PIP ELEVATION: UNLESS OTHERWISE SHOWN N TH B. DEPTH OF COVER AND E 0 E DR AWINGS, OR OTHERWISE AUTHORIZED BY THE ENGINEER ALL PIPE SHA LL HAVE A MINIMUM COVER OF 36 INCHES. CONTRACTOR SHALL DETERMINE TOP OF PIPE ELEVATION AND TOP OF GROUND ELEVATION FOR EVERY TWO JOINTS OF PIPE INSTALLED USING A LEVEL. PIPE MUST HAVE THE MINIMUM COVER DESCRIBED ABOVE AND MUST BE WITHIN f0.2 FEET OF THE TOP OF PIPE ELEVATION INDICATED ON THE DRAWINGS. INSTALLED PIPE, WHICH DOES NOT MEET THESE REQUIREMENTS, SHALL BE REINSTALLED UNTIL IT MEETS THESE REQUIREMENTS. CONTRACTOR SHALL RECORD TOP OF PIPE AND TOP OF GROUND ELEVATIONS AND THE LOCATIONS OF WHERE THESE ELEVATIONS WERE DETERMINED AND SUBMIT THIS INFORMATION TO ENGINEER. ENGINEER RESERVES THE RIGHT TO HAVE CONTRACTOR EXCAVATE AND CHECK TOP OF PIPE AND TOP OF GROUND ELEVATIONS TO SEE IF THEY CONFORM TO THE AFOREMENTIONED REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER. WATER SERVICES POLYETHYLENE SCOPE TUBING THIS SECTION COVERS POLYETHYLENE PIPE AND FITTINGS FOR WATER SERVICES. POLYETHYLENE TUBING 3 INCHES IN DIAMETER AND SMALLER A. POLYETHYLENE TUBING SHALL COMPLY WITH APPLICABLE REQUIREMENTS FOR PE-3408 EXTRUSION COMPOUND POLYETHYLENE PLASTIC MATERIAL AS STATED IN AWWA C901-96, OR LATEST REVISION, AND SHALL COMPLY WITH THE FOLLOWING: B. TUBING SHALL HAVE A WORKING PRESSURE OF 200 PSI AT 73.4' F. . C. TUBING SURFACES SHALL BE GLASS SMOOTH, AND SHALL BE FREE FROM BUMPS AND IRREGULARITIES. MATERIALS MUST BE COMPLETELY HOMOGENEOUS AND UNIFORM IN APPEARANCE. D. TUBING DIMENSIONS AND TOLERANCES SHALL CORRESPOND WITH THE . VALUES LISTED IN ASTM D-2239, WITH A STANDARD DIMENSION RATIO (SDR) OF 9. E. TUBING SHALL BE FULLY LABELED WITH BRAND NAME AND 11 MANUFACTURER, NSF SEAL, SIZE, TYPE OF PLASTIC MATERIAL, AND ASTM DESIGNATION WITH WHICH THE TUBING COMPLIES. JOINTS A. JOINTS FOR POLYETHYLENE TUBING SHALL BE OF THE COMPRESSION TYPE, UTILIZING A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT. STAINLESS STEEL TUBE STIFFENER INSERTS SHALL ALSO BE USED FOR P.E. TUBING SERVICES. B. OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATIONS UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL BY IRCDUS. to INSTALLATION A. BACKFILL SHALL BE FREE OF ROCKS AND DEBRIS. B. : BENDING RADIUS SHALL BE LARGE ENOUGH SO THAT TUBING IS NOT CRIMPED OR DAMAGED, AND SO THAT THE FLOW OF WATER IS NOT RESTRICTED. MANUFACTURER'S MINIMUM RADIUS RECOMMENDATIONS ARE TO BE UTILIZED DURING INSTALLATION OF PE TUBING. WATER SERVICES POLYETHYLENE PIPES SCOPE THIS SECTION COVERS POLYETHYLENE (PE) PIPE AND FITTINGS. GENERAL A. POLYETHYLENE (PE) PIPE SHALL BE ALLOWED FOR USE AS ALL PRESSURE UTILITY PIPES WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE PROJECT. THE USE OF MATERIAL OTHER THAN PE PIPE MAY BE REQUIRED BY IRCDUS DURING CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD PERSONNEL DURING CONSTRUCTION IF IT IS DETERMINED THAT PE IS UNSUITABLE FOR THE PARTICULAR APPLICATION. B. DOCUMENTATION FROM THE RESIN'S MANUFACTURE SHOWING RESULTS OF THE FOLLOWING TESTS FOR RESIN IDENTIFICATION: 1. MELT FLOW INDEX ASTM D1238 2. DENSITY ASTM D1505 C. ALL PE PIPE AND FITTINGS SHALL BE FROM A SINGLE MANUFACTURER, WHO IS FULLY EXPERIENCED, REPUTABLE AND QUALIFIED IN THE MANUFACTURING OF THE PE PIPE TO BE FURNISHED. THE PIPE SHALL BE DESIGNATED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE SPECIFICATIONS. SEE APPROVED MANUFACTURER'S PRODUCT LIST. D. FINISHED PRODUCT EVALUATION 1. PRODUCTION STAFF FOR THE ITEMS LISTED BELOW SHALL CHECK EACH LENGTH OF PIPE PRODUCED. THE RESULTS OF ALL MEASUREMENTS SHALL BE RECORDED ON PRODUCTION SHEETS THAT BECOME PART OF THE MANUFACTURER'S PERMANENT RECORDS. A. PIPE IN PROCESS SHALL BE CHECKED VISUALLY, INSIDE AND OUT FOR COSMETIC DEFECTS (GROOVES, PITS, HOLLOWS, ETC.) B. PIPE OUTSIDE DIAMETER SHALL BE MEASURED USING A SUITABLE PERIPHERY TAPE TO ENSURE CONFORMANCE WITH ASTM F714 OR ASTM D3035 WHICHEVER IS APPLICABLE. C. PIPE WALL THICKNESS SHALL BE MEASURED AT 12 EQUALLY SPACED LOCATIONS AROUND THE CIRCUMFERENCE AT BOTH P ENSURE CONFORMANCE M ENDS OF THE PIPE TO E SU E CO RMANCE WITH AST 0 F714 OR ASTM D3035, WHICHEVER IS APPLICABLE. D. PIPE LENGTH SHALL BE MEASURED. E. PIPE MARKING SHALL BE EXAMINED AND CHECKED FOR ACCURACY. F. PIPE ENDS SHALL BE CHECKED TO ENSURE THEY ARE CUT SQUARE AND CLEAN. G. SUBJECT INSIDE SURFACE TO A REVERSE BEND TEST TO ENSURE THE PIPE IS FREE OF OXIDATION (BRITTLENESS). E. STRESS REGRESSION TESTING 1. THE POLYETHYLENE PIPE MANUFACTURER SHALL PROVIDE CERTIFICATION THAT STRESS REGRESSION TESTING HAS BEEN PERFORMED ON THE SPECIFIC POLYETHYLENE RESIN BEING UTILIZED IN THE MANUFACTURING OF THIS PRODUCT. THIS STRESS REGRESSION TESTING SHALL HAVE BEEN DONE IN ACCORDANCE WITH ASTM D2837 AND THE MANUFACTURER SHALL PROVIDE A PRODUCT SUPPLYING A MINIMUM HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI AS DETERMINED IN ACCORDANCE WITH D2837. F. CONTRACTOR IS RESPONSIBLE FOR COMPATIBILITY BETWEEN PIPE MATERIALS, FITTINGS AND APPURTENANCES. G. THE PIPE MANUFACTURER SHALL PROVIDE A WARRANTY AGAINST MANUFACTURING DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF 10 (TEN) YEARS AFTER THE FINAL ACCEPTANCE OF THE PROJECT BY THE IRCDUS. THE MANUFACTURER SHALL REPLACE AT NO EXPENSE TO THE IRCDUS ANY DEFECTIVE PIPE MATERIAL INCLUDING LABOR WITHIN THE WARRANTY PERIOD. MATERIALS FOR PIPE SIZES 4" AND LARGER A. MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION 334434D PER ASTM D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM D1248 B. POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA STANDARD SPECIFICATIONS C906-99. C. IF REWORK COMPOUNDS ARE REQUIRED, ONLY THOSE GENERATED iN THE MANUFACTURER'S OWN PLANT FROM RESIN COMPOUNDS OF THE SAME CLASS AND TYPE FROM THE SAME RAW MATERIAL SUPPLIER SHALL ` BE USED. D. DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM F714. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. E. PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE RATED FOR 160 PSI AT 73.4' F MEETING THE REQUIREMENTS OF STANDARD DIMENSION RATIO (SDR) 11 AS MINIMUM STRENGTH. F. THE PIPE MANUFACTURER MUST CERTIFY COMPLIANCE, WITH THE ABOVE REQUIREMENTS, MATERIALS FOR PIPE SIZES 3" AND UNDER A. MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN COMPOUND MEETING CELL CLASSIFICATION 345434C PER ASTM D3350; AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM Di248 B. POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA STANDARD SPECIFICATIONS C901-96. C. IF REWORK COMPOUNDS ARE REQUIRED, ONLY THOSE GENERATED IN THE MANUFACTURER'S OWN PLANT FROM RESIN COMPOUNDS OF THE SAME CLASS AND TYPE FROM THE SAME RAW MATERIAL SUPPLIER SHALL BE USED. D. DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM D3035. PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI. E. PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER, SHALL BE RATED FOR 160 PSI AT 73.4' F MEETING THE REQUIREMENTS OF STANDARD DIMENSION RATIO (SDR) 11 AS MINIMUM STRENGTH. . F. THE PIPE MANUFACTURER MUST CERTIFY COMPLIANCE, WITH THE ABOVE REQUIREMENTS. FITTINGS A. ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY PRESSURE RATED TO MATCH THE PIPE SDR PRESSURE RATING TO WHICH THEY ARE MADE. ALL FITTINGS SHALL BE MOLDED OR FABRICATED BY THE MANUFACTURER. NO CONTRACTOR FABRICATED FITTINGS SHALL BE USED UNLESS APPROVED BY THE ENGINEER. B. THE MANUFACTURER OF THE PE PIPE SHALL SUPPLY OR SPECIFY ALL PE FITTINGS AND ACCESSORIES AS WELL AS ANY ADAPTERS AND OR SPECIALS REQUIRED TO PERFORM THE WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. C. ALL TRANSITION FROM PE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE PER THE PE, PVC, OR DUCTILE IRON PIPE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS WHICHEVER IS MORE STRINGENT. A MOLDED FLANGE CONNECTOR ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY SHALL BE USED FOR PIPE TYPE TRANSITIONS. DUCTILE IRON BACK-UP RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI B16.1. A 316, STAINLESS STEEL BACK-UP RING SHALL MATE WITH A 316 STAINLESS FLANGE PER ANSI B16.1. D. THE PIPE MANUFACTURER MUST CERTIFY COMPLIANCE WITH THE ABOVE REQUIREMENTS. JOINTING METHOD A. THE PE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. ALL JOINTS SHALL BE MADE IN STRICT COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION LENGTHS BY THE BUTT -FUSION PROCESS. ALL PIPE SO JOINED SHALL BE MADE FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD LAYING LENGTH'S NOT TO EXCEED 50 FEET. C. THE POLYETHYLENE FLANGE ADAPTERS AT PIPE MATERIAL TRANSITIONS SHAL! BE BACKED UP BY STAINLESS STEEL FLANGES CONFORMING TO ANSI 816.1 AND SHAPED AS NECESSARY TO SUIT THE OUTSIDE DIMENSIONS OF THE PIPE. THE FLANGE ADAPTER ASSEMBLIES SHALL BE CONNECTED WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS STEEL AS SPECIFIED iN ASTM A726 AND ASTM A307. ALL BOLTS SHALL BE TIGHTENED TO THE MANUFACTURER'S SPECIFIED TORQUES. BOLTS SHALL BE TIGHTENED ALTERNATIVELY AND EVENLY. PiPE IDENTIFICATION A. THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5-FT. 1. NAME AND/OR TRADEMARK OF THE PIPE MANUFACTURER 2. NOMINAL PiPE SiZE. 3. DIMENSION RATIO. 4. THE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE s" iN ACCORDANCE WITH ASTM D1248, FOLLOWED BY THE HYDROSTATIC DESIGN BASIS, E.G. PE 3408. / 5. MANUFACTURING STANDARD REFERENCE, E.G. ASTM F714 OR D3035, AS REQUIRED. 6. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF MANUFACTURE CAN BE DETERMINED. S. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE FITTINGS. SEE TRACE WIRE DETAIL M-16 FOR SPECIFICATIONS REGARDING INSTALLATION. INSTALLATION BY OPEN CUT METHOD A. POLYETHYLENE (PE) PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE INSTRUCTION OF THE MANUFACTURER, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. A FACTORY QUALIFIED JOINING TECHNICIAN AS DESIGNATED BY THE PIPE MANUFACTURER SHALL DO ALL HEAT FUSION JOINTS. B. CARE SHALL BE TAKEN IN LOADING, TRANSPORTING AND UNLOADING TO PREVENT INJURY TO THE PIPE. PIPE OR FITTING SHALL NOT BE DROPPED. ALL PiPE OR FITTINGS SHALL BE EXAMINED BEFORE INSTALLATION, AND NO PIECE SHALL BE INSTALLED WHICH IS FOUND TO BE DEFECTIVE. ANY DAMAGE TO THE PIPE SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER OF RECORD AND IRCDUS. IF ANY DEFECTIVE PIPE IS DISCOVERED AFTER IT HAS BEEN INSTALLED, IT SHALL BE REMOVED AND REPLACED WITH A SOUND PIPE iN A SATISFACTORY MANNER BY THE CONTRACTOR, AT HIS OWN EXPENSE. C. UNDER NO CIRCUMSTANCES SHALL THE PiPE OR ACCESSORIES BE DROPPED INTO THE TRENCH. 11 D. CARE SHALL BETAKEN DURING TRANSPORTATION OF THEPIPE SUCH THAT IT WILL NOT BE CUT, KiNKED OR OTHERWISE DAMAGED. _ E. ROPES, FABRIC OR RUBBER PROTECTED SLINGS AND STRAPS SHALL BE USED WHEN HANDLING PIPES. CHAINS, CABLES OR HOOKS INSERTED INTO THE PIPE ENDS SHALL NOT BE USED. TWO SLINGS SPREAD APART SHALL BE USED FOR LiFTING EACH LENGTH OF PIPE, F. PIPES SHALL BE STORED ON LEVEL GROUND, PREFERABLY TURF OR SAND, FREE OF SHARP OBJECTS, WHICH COULD DAMAGE THE PIPE. STACKING OF THE POLYETHYLENE PIPE SHALL BE LIMITED TO A HEIGHT THAT WILL I DEFORMATION F THE BOTTOM LAYERS OF PIPE NOT CAUSE EXCESSIVE dE 0 0 YE S UNDER ANTICIPATED TEMPERATURE CONDITIONS. WHERE NECESSARY DUE TO GROUND CONDITIONS, THE PIPE SHALL BE STORED IN WOODED SLEEPERS SPACED SUITABLY AND OF SUCH WiDTH AS NOT TO ALLOW DEFORMATION OF THE PIPE AT THE POiNT OF CONTACT WITH THE SLEEPER OR BETWEEN SUPPORTS. G. CARE SHALL BE EXERCISED WHEN LOWERING PIPE INTO THE TRENCH TO TWISTING . TING OF THE PIP PREVENT DAMAGE OR S E H. PIPE SHALL BE LAID TO LINES AND GRADE AS SHOWN ON THE DRAWINGS WITH BEDDING AND BACKFILL AS SHOWN ON THE DRAWINGS. 1. WHEN INSTALLATION OF PIPE iS NOT IN PROGRESS, INCLUDING LUNCHTIME THE OPEN ENDS OF THE PIPE SHALL BE CLOSED BY FABRICATED PLUGS, OR BY OTHER APPROVED MEANS. J. PIPE SHALL BE STORED ON CLEAN LEVEL GROUND TO PREVENT UNDUE SCRATCHING OR GOUGING. THE HANDLING OF THE PIPE SHALL BE IN SUCH A MANNER THAT THE PIPE IS NOT DAMAGED BY DRAGGING IT OVER SHARP AND CUTTING OBJECTS. THE MAXIMUM ALLOWABLE DEPTH OF CUTS, SCRATCHES AND GOUGES ON THE EXTERIOR OF THE PIPE iS 5 PERCENT QF THE WALL THICKNESS. SECTIONS OF PIPES WITH CUTS, SCRATCHES OR GOUGES EXCEEDING FIVE PERCENT OF THE PIPE WALL THICKNESS SHALL BE REMOVED COMPLETELY AND THE ENDS OF THE PIPELINE REJOINED. THE INTERIOR PIPE SHALL BE FREE OF CUTS, GOUGES OR SCRATCHES. K. THE PIPE SHALL BE JOINED BY THE METHOD OF THERMAL BUTT FUSION, AS OUTLINED IN `ASTM D2657. ALL JOINTS SHALL BE MADE IN STRICT COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. L. MECHANICAL CONNECTIONS OF THE POLYETHYLENE PIPE TO AUXILIARY EQUIPMENT SUCH AS VALVES, PUMPS AND TANKS SHALL BE THROUGH FLANGED CONNECTIONS WHICH SHALL CONSIST OF THE FOLLOWING: 1. A POLYETHYLENE FLANGE SHALL BE THERMALLY BUTT FUSED TO THE STUB END OF THE PIPE. A STAINLESS STEEL OR DUCTILE IRON BACK UP RING SHALL BE USED ON BOTH SIDES OF THE CONNECTION PRIOR TO THERMALLY BUTT FUSING THE POLYETHYLENE FLANGE. 2. A 316 STAINLESS STEEL BACK UP RING SHALL MATE WITH A 316 { STAINLESS STEEL FLANGE. 3. DUCTILE IRON BACK UP RINGS SHALL MATE WITH CAST IRON FLANGES, M. FLANGE CONNECTIONS SHALL BE PROVIDED WITH A FULL FACE NEOPRENE GASKET. N. ALL PE PiPE MUST BE AT A TEMPERATURE OF THE SURROUNDING SOIL AT THE TIME OF BACKFiLLING AND COMPACTION. 0. NO SINGLE PIECE OF PiPE SHALL BE LAID UNLESS IT IS STRAIGHT. THE CENTERLINE OF THE PiPE SHALL NOT DEVIATE FROM A STRAIGHT LINE DRAWN BETWEEN THE CENTERS OF THE OPENINGS AT THE ENDS OF THE PIPE BY MORE THAN 1/16" PER FOOT OF LENGTH. IF A PIECE OF PIPE FAILS TO MEET THiS REQUIREMENT CHECK FOR STRAIGHTNESS, IT SHAL L BE REJECTED AND REMOVED FROM THE SiTE. LAYING INSTRUCTIONS OF THE MANUFACTURER S HALL BE EXPLICITLY FOLLOWED. P. IF A DEFECTIVE PiPE IS DISCOVERED AFTER IT HAS BEEN INSTALLED IT SHALL BE REMOVED AND REPLACED WITH A SOUND PIPE IN A SATISFACTORY MANNER. ALL PIPE FITTINGS SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION, SHALL BE KEPT CLEAN UNTIL THEY ARE N Ai SHALL CONFORM TO THE LINES AND USED IN THE WORK AND WHEN LAID, E GRADES REQUIRED. Q AS SOON AS THE EXCAVATION IS COMPLETE TO NORMAL GRADE 0F THE BOTTOM OF TRENCH, BEDDING SHALL BE PLACED, COMPACTED AND GRADED N CONTINUOUS SUPPORT F R T PIPE. BELL T PROVIDE FIRM UNIFORM AND CO UOUS0 HE E L 0 0 0 THAT ONLY THE BARREL OF THE PIPE HOLES SHALL BE EXCAVATEDS 8 L BEARS UPON THE BEDDING. THE PIPE SHALL BE LAID ACCURATELY TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. BLOCKING UNDER THE PIPE WILL NOT BE PERMITTED. BEDDING SHALL BE PLACED EVENLY ON EACH SiDE OF THE PIPE TO MID -DIAMETER AND HAND TOOLS SHALL BE USED TO FORCE THE BEDDING UNDER THE HAUNCHES OF THE PIPE AND INTO THE BELL HOLES TO GIVE FIRM CONTINUOUS SUPPORT FOR THE PIPE. BEDDING SHALL THEN BE PLACED TO 12" ABOVE THE TOP OF THE PIPE. THE INITIAL 3' OF BACKFILL ABOVE THE BEDDING SHALL BE PLACED IN 1' LAYERS AND CAREFULLY COMPACTED. GENERALLY THE COMPACTION SHALL BE BONE EVENLY ON EACH SIDE OF THE PIPE AND COMPACTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY OVER THE PIPE UNTIL SUFFICIENT BACKFILL HAS BEEN PLACED TO ENSURE THAT SUCH COMPACTION WILL NOT HAVE A DAMAGING EFFECT ON THE PIPE. THE PIPE MANUFACTURER'S REPRESENTATIVE PRIOR TO USE SHALL APPROVE EQUIPMENT USED iN COMPACTING THE INITIAL 3' OF BACKFILL R. GOOD ALIGNMENT SHALL BE PRESERVED DURING INSTALLATION. THE DEFLECTION OF JOINTS SHALL NOT EXCEED THAT RECOMMENDED BY MANUFACTURER. FITTINGS, IN ADDITION TO THOSE SHOWN ON THE DRAWINGS SHALL BE PROVIDED, IF REQUIRED, IN CROSSING UTILITIES THAT MAY BE ENCOUNTERED UPON OPENING THE TRENCH. S. EACH LENGTH OF THE PIPE SHALL HAVE THE ASSEMBLY MARK ALIGNED WITH THE PIPE PREVIOUSLY LAID AND HELD SECURELY UNTIL ENOUGH BACKFILL HAS BEEN PLACED TO HOD THE PIPE IN PLACE. JOINTS- SHALL NOT BE "PULLED" OR "CRAMPED". T. BEFORE ANY JOINT IS MADE, THE PIPE SHALL BE CHECKED TO ASSURE THAT A CLOSE JOINT WITH NEXT ADJOINING PIPE HAS BEEN MAINTAINED AND THAT THE INVERTS ARE MATCHED AND CONFORM TO THE REQUIRED GRADE. THE PIPE SHALL NOT BE DRIVEN DOWN TO GRADE BY STRIKING IT. U. PRECAUTIONS SHALL BE TAKEN TO PREVENT FLOTATION OF THE PIPE IN THE TRENCH. V. WHEN MOVEABLE TRENCH BRACING SUCH AS TRENCH BOXES, MOVEABLE SHEETING, SHORING OR PLATES ARE USED TO SUPPORT THE SIDES OF THE TRENCH, CARE SHALL BE USED IN PLACING AND MOVING THE BOXES OR SUPPORTING BRACING TO PREVENT MOVEMENT OF THE PIPE, OR DISTURBANCE OF THE PIPE BEDDING AND THE BACKFILL. TRENCH BOXES, MOVEABLE SHEETING, SHORING OR PLATES SHALL NOT BE ALLOWED TO EXTEND BELOW TO THE TOP OF THE PIPE. AS TRENCH BOXES, MOVEABLE SHEETING OR PLATES ARE MOVED, PIPE BEDDING SHALL BE PLACED TO FILL ANY VOIDS CREATED ANO THE BACKFILL SHALL AGAIN BE COMPACTED TO PROVIDE UNIFORM SIDE SUPPORT FOR THE PIPE. MARKING FOR OPEN CUT METHOD A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL M-14 FOR SPECIFICATIONS REGARDING INSTALLATION. B. TRACE WIRE IS REQUIRED OVER ALL PIPES. C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES. TAPE IS TO BE INSTALLED 12" BELOW PROPOSED FINISHED GRADE. TRENCHLESS INSTALLATION OF PRESSURE MAINS BY DIRECTIONAL BORING A. DESCRIPTION 1. PORTIONS OF THE PRESSURE MAINS SHALL BE INSTALLED BY THE DIRECTIONAL BORE METHOD WITHIN THE LIMITS INDICATED ON THE CONTRACT PLANS AND AS SPECIFIED HEREIN. GENERALLY, AS A MINIMUM, THE PRESSURE MAIN IS TO BE LOCATED WITHIN THE ROAD RIGHT-OF-WAY AND SHALL BE INSTALLED BY DIRECTIONAL BORING. 2, THIS SECTION INCLUDES MATERIAL, PERFORMANCE AND INSTALLATION STANDARDS, AND THE CONTRACTOR'S RESPONSIBILITIES ASSOCIATED WITH THE FURNISHING OF LABOR, MATERIAL, EQUIPMENT, AND IDENTICAL REQUIRED TO INSTALL, COMPLETE, REQUIRED TRENCHLESS INSTALLATION OF PRESSURE MAINS, AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. B. EXPERIENCE 1. THE CONTRACTOR MUST DEMONSTRATE EXPERTISE IN TRENCHLESS METHOD BY PROVIDING A LIST OF TEN (10) UTILITY REFERENCES FOR WHICH SIMILAR WORK HAS BEEN PERFORMED IN THE LAST TWO YEARS. THE REFERENCES SHOULD INCLUDE NAME AND PHONE NUMBER WHERE THE CONTACT CAN BE MADE TO VERIFY THE CONTRACTOR'S CAPABILITY. THE CONTRACTOR MUST PROVIDE DOCUMENTATION SHOWING SUCCESSFUL COMPLETION OF THE PROJECT USED FOR REFERENCE. CONVENTIONAL TRENCHING EXPERIENCE WILL NOT BE CONSIDERED APPLICABLE. 2. SUPERVISORY PERSONNEL MUST BE ADEQUATELY TRAINED AND SHALL HAVE AT LEAST FOUR (4) YEARS EXPERIENCE IN DIRECTIONAL BORING. THE CONTRACTOR SHALL SUBMIT THE NAMES AND RESUMES OF ALL SUPERVISORY PERSONNEL PRIOR TO CONSTRUCTION. 3. BECAUSE OF TIME CONSTRAINTS, THE CONTRACTOR MAY WISH TO PROVIDE MULTIPLE EXPERIENCED DIRECTIONAL BORE CREWS. 4. DIRECTIONAL BORING EQUIPMENT SHALL BE CAPABLE OF INSTALLING THE MINIMUM PIPE DIAMETER NOTED ON THE DRAWINGS. C. SUBMITTALS 1. SUBMIT TECHNICAL DATA FOR EQUIPMENT INCLUDING CLAY SLURRY MATERIAL METHOD OF INSTALLATION WITH WORKING DRAWINGS, AND PROPOSED SEQUENCE OF CONSTRUCTION FOR APPROVAL BY THE ENGINEER. 2. PRIOR APPROVAL FOR DIRECTIONAL BORING, THE CONTRACTOR MUST SUBMIT THE NAMES OF SUPERVISORY PERSONNEL, AND HISTORY INFORMATION OF THE BORING EXPERIENCE. IN ADDITION, THE CONTRACTOR MUST SUBMIT FOR APPROVAL THE NAMEPLATE, DATA FOR DRILLING EQUIPMENT, MOBILE SPOILS REMOVAL UNITS AND MATERIAL SAFETY DATA SHEETS (MSDS) INFORMATION FOR THE DRILLING SLURRY COMPOUNDS. 3. THE CONTRACTOR IS REQUIRED TO BRING TO THE ATTENTION OF THE ENGINEER ANY KN OWN DESIGN DISCREPANCIES WITH ACTUAL TUNNELING METHODS ODS THAT THE CONTRACTOR WILL BE PERFORMING. THIS SHALL BE STATED IN WRITING TO THE ENGINEER AT THE PRE -CONSTRUCTION MEETING. D. INSTALLATION i. INSTALLATION SHALL BE IN A TRENCHLESS MANNER PRODUCING CONTINUOUS BORES. 2. THE TUNNELING SYSTEM SHALL BE REMOTELY STEERABLE AND PERMIT ELECTRONIC MONITORING OF TUNNEL DEPTH AND LOCATION. ACCURATE PLACEMENT OF PIPE WITHIN A f-2" WINDOW IS REQUIRED BOTH HORIZONTALLY AND VERTICALLY.LLYTURNING CAPABILITY 0F 90- DEGREES RADIUS IN 40 FEET IS REQUIRED. CONTINUOUS MONITORING OF THE BORING HEAD ID REQUIRED, INCLUDING ACROSS OPEN WATER IF NECESSARY. 3. THE DIRECTIONAL BORING CONTRACTOR SHALL SUBMIT CERTIFICATION, BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA, THAT THE DIRECTIONAL BORING HAS BEEN PERFORMED IN ACCORDANCE TO THE CONSTRUCTION DRAWINGS, AND SHALL SUBMIT SIGNED AND SEALED DRAWINGS. RECORD DRAWINGS (AS -BUILT) SHALL PROVIDE BOTH IN ELECTRONIC FORMAT AND HARD PAPER COPY. 4. TUNNELING SHALL BE PERFORMED BY A FLUID -CUTTING PROCESS (HIGH PRESSURE -LOW VOLUME) UTILIZING LIQUID CLAY I.E. BENTONITE. THE CLAY LINING WILL MAINTAIN TUNNEL STABILITY AND PROVIDE LUBRICATION IN ORDER TO REDUCE FRICTIONAL DRAG WHILE THE PIPE IS BEING INSTALLED. IN ADDITION, THE CLAY FLUID MUST BE TOTALLY INERT AND CONTAIN NO ENVIRONMENTAL RISK. THE CONTRACTOR MUST ALSO HAVE A MOBILE VACUUM SPOILS RECOVERY VEHICLE ON SITE TO REMOVE THE DRILLING SPOILS FROM THE JOB SITE AND BE PROPERLY DISPOSED OF OFF THE SITE. THE DRILLING SPOILS SHALL NOT UNDER ANY CIRCUMSTANCES, BE DISPOSED INTO A SANITARY SEWER, STORM OR OTHER PUBLIC OR PRIVATE DRAINAGE SYSTEM, SPOILS MAY BE TRANSPORTED TO THE COUNTY'S SOLID WASTE FACILITY AND THE COST OF DISPOSAL SHALL BE BORNE BY THE CONTRACTOR. 5. LIQUID CLAY TYPE COLLOIDAL DRILLING FLUID SHALL CONSIST OF AT LEAST 10 PERCENT OF HIGH-GRADE CAREFULLY PROCESSED SENTONITE TO CONSOLIDATE CUTTINGS OF THE SOIL, TO SEAL THE WALLS OF THE HOLE, AND TO FURNISH LUBRICATION FOR SUBSEQUENT REMOVAL OF CUTTINGS, THE SLURRY THAT IS HEAVIER THAN THE SURROUNDING MATERIAL IS HIGH IN COLLOIDS OF THE BENTONITE TYPE AND IT WILL DEPOSIT A THIN FILTER CAKE OF LOW PERMEABILITY MATERIAL ON THE WALLS OF THE BORE. 6, PNEUMATIC OR WATER JETTING METHODS WILL BE CONSIDERED UNACCEPTABLE DUE TO THE POSSIBILITY OF SURFACE SUBSIDENCE. 7. AFTER AN INITIAL BORE HAS BEEN COMPLETED, A REAMER WILL BE INSTALLED AT THE TERMINATION PIT AN THE PIPE SHALL BE PULLED BACK TO THE STARTING PIT, THE REAMER SHALL BE CAPABLE OF DISCHARGING LIQUID CLAY TO FACILITATE THE INSTALLATION OF THE PIPE INTO A STABILIZED AND LUBRICATED TUNNEL. 8. A MINIMUM OF TWO (2) INSULATED #10 STRANDED TRACER WIRE SHALL BE INSTALLED ALONG WITH THE PE PIPE. THE TRACER WIRE SHALL BE TESTED FOR CONTINUITY UPON COMPLETED INSTALLATION. SHOULD BOTH TRACER WIRES FAIL TO TEST FOR CONTINUITY THEN TEST SHALL BE CONSIDERED A FAILURE AND THE WIRES SHALL BE REPLACED. TRACING WIRES, #10 STRANDED CONDUCTOR COPPER, SHALL BE WRAPPED OR AFFIXED TO THE TOP OF THE PIPE AND FITTINGS. 9. UPON COMPLETION OF BORING AND PIPE INSTALLATION, THE CONTRACTOR SHALL REMOVE ALL SPOILS FROM THE STARTING TERMINATION PITS. ALL PITS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. 10. EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE ENGINEER AND THE CONTRACTOR. W. UNLESS OTHERWISE APPROVED CONCRETE THRUST BLOCKS SHALL BE INSTALLED AT ALL FITTINGS AND OTHER LOCATIONS AS DIRECTED BY THE ENGINNER. MINIMUM BEARING AREA SHALL BE AS SHOWN ON THE DRAWINGS. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED MATERIAL AND SHALL NOT COVER JOINTS, BOLTS OR NUTS, OR INTERFERE WITH THE REMOVAL OF ANY JOINT. WOODEN SIDE FORMS SHALL BE PROVIDED FOR THRUST BLOCKS. X. RESTRAINED JOINTS SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS, REQUIRED BY IRCDUS STANDARDS, OR AS DIRECTED BY THE ENGINEER. MISCELLANEOUS VALVES AND APPURTENANCES GENERAL A. ALL OF THE TYPES OF VALVES AND APPURTENANCES SHALL BE PRODUCTS OF WELL -ESTABLISHED REPUTABLE FIRMS WHO ARE FULLY EXPERIENCED AND QUALIFIED IN THE MANUFACTURE OF THE PARTICULAR EQUIPMENT TO BE FURNISHED. THE EQUIPMENT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE SPECIFICATIONS AS APPLICABLE. B. ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME OF THE MAKER AND THE WORKING PRESSURE FOR WHICH THEY ARE DESIGNED CAST IN RAISED LETTERS UPON SOME APPROPRIATE PART OF THE BODY. C. ALL BURIED VALVES SHALL BE MECHANICAL JOINT, ALL ABOVE -GROUND VALVES SHALL BE FLANGED. D. GATE VALVES SHALL BE USED ON WATER LINES. BUTTERFLY VALVES MAY BE USED IN LIEU OF GATE VALVES FOR SIZES 12" AND LARGER. E. PLUG VALVES SHALL BE USED IN FORCEMAIN APPLICATIONS. F. VALVES AND APPURTENANCES OTHER THAN THOSE SPECIFICALLY CALLED OUT IN THIS SECTION MAY BE APPROVED FOR USE BY INDIAN RIVER COUNTY UTILITIES DEPARTMENT ON A CASE -BY -CASE BASIS. CRITERIA FOR APPROVAL SHALL INCLUDE THE INTERCHANGEABILITY OF THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS SPECIFICALLY CALLED OUT IN THESE SPECIFICATIONS. GATE VALVES (4 INCH AND LARGER), A. ALL BURIED GATE VALVES SHALL MEET THE REQUIREMENTS OF AWWA C509. VALVES SHALL BE FOR 150 PSI WORKING PRESSURE AND A MINIMUM 300 PSI TEST PRESSURE. VALVES SHALL BE IRON BODY, BRONZE -MOUNTED, RESILIENT SEATED, NON -RISING STEM TYPE FITTED WITH "O-RING" SEALS. THE OPERATING NUTS SHALL BE STANDARD AWWA 2" SQUARE. ALL VALVES SHALL OPEN COUNTERCLOCKWISE. STUFFING BOXES SHALL BE THE "6-RING" TYPE. GATE VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARD 21.11, EXCEPT WHERE SHOWN OTHERWISE. B. WHERE REQUIRED, GATE VALVES SHALL BE PROVIDED WITH A BOX CAST IN THE SLAB AND A BOX COVER. BOX COVER OPENING SHALL BE FOR VALVE STEM AND NUT. VALVE WRENCHES AND EXTENSION STEMS SHALL BE PROVIDED BY THE MANUFACTURER TO ACTUATE THE VALVES. THE FLOOR BOX AND COVER SHALL BE CAST IRON AND EQUAL TO THOSE MANUFACTURED BY M & H, CLOW, AMERICAN DARLING, DEZURIK, OR APPROVED EQUAL (SEE DRAWING NO. M-7), I I . : I . fi 3 I� FIRE HYDRANTS FiRE HYDRANTS SHALL BE TRAFFIC TYPE, 5 1/4" VALVE OPENING AND MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION OR AMERICAN -DARLING B-84-B. FIRE HYDRANTS SHALL COMPLY WITH THE CURRENT AWWA STANDARD SPECIFICATION C502 FOR FIRE HYDRANTS FOR WATER WORKS SERVICE. EACH HYDRANT SHALL HAVE 6" MECHANICAL JOINT ENDS WiTH HARNESSING LUGS ("DOG EARS") AND SHALL OPEN TURNING TO THE LEFT (COUNTERCLOCKWISE). FIRE HYDRANT SHALL BE OF AMPLE LENGTH FOR 18" CLEARANCE ABOVE CENTERLINE OF ROADWAY. IT SHALL BE PROVIDED WITH TWO 2 1/2" HOSE NOZZLES AND ONE 4 1/2" PUMPER NOZZLE, ALL HAVING NATIONAL STANDARD HOSE THREADS. NOZZLES SHALL HAVE CAPS ATTACHED BY CHAINS. OPERATING NUTS SHALL BE AWWA STANDARD (PENTAGONAL, MEASURING 1 1/2" . POINT TO FLAT). FIRE HYDRANTS SHALL BE EQUIPPED WITH "0-RING" PACKING. FIRE HYDRANT SHALL BE PAINTED FEDERAL SAFETY RED. II BACKFLOW PREVENTERS ALL BACKFLOW iPREVENTERS SHALL BE MOUNTED ABOVEGROUND, IN NON- TRAFFIC AREAS ON THE CUSTOMERS' SIDE OF THE METER. ABOVEGROUND PIPING SHALL BE DUCTILE IRON. j'BRASS OR COPPER PIPE MAY BE USED FOR PIPE 2" IN DIAMETER OR SMALLER. 13ACKFLOW PREVENTERS SHALL BE OF REDUCED PRESSURE/DOUBLE CHECK TYPE WITH TWO (2) INDEPENDENTLY OPERATING CHECK VALVES, AND SHALL BE DESIGNED TO OPERATE IN A HORIZONTAL FLOW MODE. AN INDEPENDENT RELIEF VALVE SHALL BE LOCATED BETWEEN THE TWO CHECK VALVES. REDUCED PRESSURE FEATURE SHALL BE INCLUDED IN HIGH HAZARD APPLICATIONS. PREVENTERS SHALL BE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) APPROVED AND AS MANUFACTURED BY HERSEY PRODUCTS, INC., OR EQUAL. VALVE BOXES A. ALL BURIED VALVES SHALL HAVE CAST IRON TWO OR THREE-PIECE VALVE BOXES WITH CAST IRON COVERS. VALVE BOXES SHALL BE PROVIDED WITH SUITABLE HEAVY BONNETS AND EXTEND TO MATCH FINISHED GRADE SURFACE AS DIRECTED BY ENGINEER. THE BARREL SHALL BE ONE OR TWO-PIECE, SCREW TYPE, HAVING 5 1/4" SHAFT. COVERS SHALL HAVE "WATER" CAST INTO THE TOP FOR ALL WATER MAINS AND "SEWER" CAST INTO THE TOP OF ALL WASTEWATER FORCEMAINS. ALL VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO WITHIN SIX INCHES OF THE TOP OF VALVE BOX COVER. B. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASE AND VALVE NAMEPLATE, WITH SUITABLE ANCHORS FOR CASTING IN CONCRETE. NAMEPLATE SHALL BE 3" IN DIAMETER BRONZE DISK WITH RAISED LETTERING8HIGH A H N 1 " / 5 SHOWN S 0 O THE DRAWINGS AND MANUFACTURED BY SHIEDOW BRONZE CORPORATION, KINGWOOD, WEST VIRGINIA, OR EQUAL. C. VALVE BOXES SHALL BE INSTALLED IN A CONCRETE PAD, AS SPECIFIED IN DRAWING DETAIL M-7. THE VALVE BOX SHALL BE WRAPPED IN A POLYETHYLENE SHEATH SO THAT NO DIRECT CONTACT WITH THE CONCRETE IS MADE. CORPORATION STOPS A. CORPORATION STOPS FOR CONNECTIONS TO DUCTILE IRON OR PVC PIPING SHALL BE ALL BRASS OR BRONZE SUITABLE FOR 150 PSI OPERATING PRESSURE, SHALL BE IRON PIPE THREAD DESIGN, SHALL BE SIMILAR TO MUELLER CO. H-10046 OR EQUAL, AND SHALL BE OF SIZES REQUIRED AND/OR NOTED ON THE DRAWINGS. B. SADDLES SHALL BE STAINLESS STEEL DOUBLE STRAP WITH IRON SADDLE AS MANUFACTURED BY FORD METER BOX CO., OR APPROVED EQUAL BY INDIAN RIVER COUNTY UTILITIES DEPARTMENT. TAPPING SLEEVES AND VALVES " A. TAPPING SLEEVES SHALL BE THE MECHANICAL JOINT TYPE WITH DUCTILE IRON BODIES AND THE APPROPRIATE GASKETS FOR EACH TYPE OF SERVICE MAIN AND BE MANUFACTURED CTURED BY MUELLER COMPANY, OR APPROVED EQUAL. 1 B. TAPPING VALVES SHALL BE MECHANICAL JOINT AND SPECIFICALLY FOR THE PURPOSE OF TAPPING PRESSURIZED MAINS, AND BE AS MANUFACTURED BY MUELLER COMPANY, OR APPROVED EQUAL. 11 C. STAINLESS STEEL WRAPAROUND TAPPING SLEEVE AND VALVE MAY BE USED IF APPROVED BY THE DEPARTMENT OF UTILITY SERVICES. I i TESTING AND INSPECTION OF WATER MAINS,' WASTEWATER FORCEMAINS . AND GRAVITY SEWERS PRESSUR AN E AKA TESTS D LE GE OF UNDERGROUND PRESSURE PIPING A. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL CONFORM WITH SECTION 4 OF THE LATEST EDITION OF AWWA C-600 SPECIFICATIONS FOR D.I.P. AND AWWA M-23 FOR PVC PIPE, WITH THE EXCEPTION THAT THE CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR DESIGNATED REPRESENTATIVE SHALL BE PRESENT DURING ALL TESTING, TELEVISING AND FINAL INSPECTIONS. B. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL WORKING PRESSURE AT THE POINT OF TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT LESS THAN 150 PSIG (100 PSIG FOR FORCEMAIN). THE CONTRACTOR SHALL PROVIDE TEMPORARY PLUGS AND BLOC KING G NECESSARY TO MAINTAIN TA THE REQUIRED TEST PRESSURE. CORPORATION Q E 0 ION COCKS AT LEAST 1 INCH IN DIAMETER,: PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED AT EACH PIPE DEAD-END IN ORDER TO BLEED AIR FROM THE LINE. DURATION 'OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST OF THESE'ITEMS SHALL BE INCLUDED AS PART OF THE TESTING. 11 C. THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE HYDR STATI PRE UR T A 0 C SS E TES ND SHALL BE OF NOT LESS THAN 2 HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE REPAIRED AND LEAKAGE ELIMINATED REGARDLESS OF TOTAL LEAKAGE AS SHOWN BY TEST. LINES WHICH FAIL TO MEET TESTS SHALL BE REPAIRED AND RETESTED AS NECESSARY UNTIL TEST REQUIREMENTS ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND ACCESSORIES SHALL BE REMOVED AND REPLACED. THE PIPE -LINES SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BY THE ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS REQUIRED. THE LINE SHALL BE FILLED WITH WATER AND ALL AIR REMOVED, AND THE PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR THE EN11RE TEST PERIOD BY MEANS OF A FOR T B NI FORCE PUMP 0 E FURNISHED BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR MEASURING THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13 OF AWWA STANDARD C600. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: i l� L = ND X 7400 L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR 11 N = NUMBER OF JOINTS IN THE SECTION TESTED D = NOMINAL DIAMETER OF THE PIPE IN INCHES 11 P = AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE i1 D. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE ENGINEER FOR REVIEW AT LEAST FIVE (5) WORKING DAYS BEFORE STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND EQUIPMENT AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC TEST, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ANY DAMAGE TO THE PIPE COATING SHALL BE REPAIRED BY THE CONTRACTOR. LINES SHALLTOTALLY FREE AND CLEAN PRIOR T BE. 0 0 FINAL ACCEPTANCE. !I E. THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE MUST BE PRESENT DURING TESTING. F. NO THRUST BLOCKS SHALL BE BACKFILLED UNTiL INSPECTED BY IRCDUS INSPECTORS. DISINFECTING; POTABLE WATER PIPELINES A. BEFORE BEING PLACED IN SERVICE, ALL POTABLE WATER PIPELINES SHALL BE DISINFECTED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA C-651, "STANDARD PROCEDURE FOR DISINFECTING WATER MAINS. THE LOCATION OF THE CHLORINATION AND SAMPLING POINTS WILL BE AS SHOWN ON THE DRAWINGS. TAPS FOR CHLORINATION AND SAMPLING SHALL BE UNCOVERED AND BACKFILLED BY THE CONTRACTOR, AS REQUIRED. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-40326-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. I . 1 B. THE GENERAL PROCEDURE FOR CHLORINATION SHALL BE FIRST TO FLUSH ALL DIRTY OR DISCOLORED WATER FROM THE LiNES, AND THEN INTRODUCE CHLORINE IN APPROVED DOSAGES IN ACCORDANCE WITH TABLE 10-1 THROUGH A TAP AT ONE END, WHILE WATER IS BEING WITHDRAWN AT THE OTHER END OF THE LINE. THE CHLORINE SOLUTION SHALL REMAIN IN THE PIPELINE FOR NO LESS THAN 24 HOURS. C. FOLLOWING THE CHLORINATION PERIOD, ALL TREATED WATER SHALL BE FLUSHED FROM THE LINES AT THEIR EXTREMITIES AND REPLACED WITH WATER FROM THE DISTRIBUTION SYSTEM. BACTERIOLOGICAL SAMPLING AND ANALYSIS OF THE REPLACEMENT WATER SHALL THEN BE MADE BY THE ENGINEER IN FULL ACCORDANCE WITH THE AWWA MANUAL C-651. THE CONTRACTOR WILL BE REQUIRED TO RECHLORINATE, IF NECESSARY. THE LINE SHALL NOT BE PLACED IN SERVICE UNTIL THE REQUIREMENTS OF THE STATE AND COUNTY ENVIRONMENTAL HEALTH DEPARTMENT ARE MET. D. SPECIAL DISINFECTING PROCEDURES SHALL' BE USED IN CONNECTIONS TO EXISTING MAINS, AND WHERE THE METHOD OUTLINED ABOVE IS NOT PRACTICAL. E. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY WITH AN INDEPENDENT COMMERCIAL LABORATORY APPROVED BY THE DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES (HRS) FOR THE COLLECTION AND EXAMINATION OF SAMPLES OF WATER FROM DISINFECTED WATER MAANS. THESE SAMPLES SHALL BE EXAMINED FOR COMPLIANCE WITH HRS REQUIREMENTS. SAMPLING SHALL BE MADE DAILY AND CONTINUOUSLY UNTIL TWO SUCCESSIVE EXAMINATIONS ARE FOUND SATISFACTORY. SHOULD THREE EXAMINATIONS BE FOUND UNSATISFACTORY, THE LINE SHALL BE FLUSHED AND DISINFECTED AGAIN. CERTIFIED COPIES OF ALL LABORATORY ANALYSES SHALL BE PROVIDED TO THE OWNER. THE COST OF ALL SAMPLING, FLUSHING, AND DISINFECTING SHALL BE INCLUDED IN THE CONTRACT PRICE, AND NO ADDITIONAL CHARGE SHALL BE MADE TO THE OWNER FOR THIS WORK. COUNTY PERSONNEL SHALL OPERATE ALL VALVES AND BE PRESENT TO DETERMINE AND CONTROL THE VOLUME OF WATER USED FOR FLUSHING. TABLE 10-1 CHLORINE REQUIRED TO PRODUCE A 25-MG/L CONCENTRATION IN 100 FT OF PIPE BY DIAMETER PIPE 100-PERCENT 1-PERCENT DIAMETER CHLORINE CHLORINE SOLUTION (INCHES) (POUNDS) (GALLONS) 4 0.013 0.16 6 0.030 0.36 8 0.054 ; 0.65 10 0.085 : 1.02 12 0.120 1.44 16 0.217 ! 2.60 GENERAL DESIGN DATA WATER DISTRIBUTION A. ALL WATER MAINS SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE INDIAN RIVER COUNTY WATER MASTER PLAN, OR CURRENT AWWA STANDARDS AND CURRENT REGULATORY AGENCY REQUIREMENTS. B. ALL DISTRIBUTION SYSTEMS WILL BE PROPERLY LOOPED WHERE FEASIBLE, AND VALVED TO PROVIDE MAXIMUM FLEXIBILITY IN PROVIDING SERVICE. C. DESIGN SHALL BE BASED ON AN AVERAGE DAILY CONSUMPTION OF 250 GPCD, A MAXIMUM DAY FACTOR OF 1.5 TIMES AVERAGE DAY, AND A PEAK HOUR FACTOR OF 3.0 TIMES AVERAGE DAY, PER INDIAN RIVER COUNTY ORDINANCE. D. DISTRIBUTION SYSTEMS SHALL BE SIZED TO PROVIDE FOR 100 PERCENT OF THE COMBINED REQUIRED FIREFLOW AND PEAK HOUR DEMAND RATE, WHILE MAINTAINING A 20 PSI RESIDUAL PRESSURE IN THE DISTRIBUTION SYSTEM. E. ALL WATER MAINS SHALL BE DESIGNED TO PROVIDE A MINIMUM PRESSURE OF 25 PSI AT GROUND LEVEL AT ALL POINTS IN THE DISTRIBUTION SYSTEM UNDER ALL CONDITIONS OF FLOW. F. DEAD-END 4" WATER DISTRIBUTION SYSTEM MAINS MAY BE USED TO SERVE UP TO 10 ERUs; NO LONGER THAN 300 FEET. G. FIREFLOW REQUIREMENTS SHALL BE AS OUTLINED WiTHiN THE i.S.O.. FIREFLOW REQUIREMENTS. H. THE MINIMUM SIZE MAIN SERVING FIRE HYDRANTS SHALL BE 6 INCHES iN RESIDENTIAL AREAS AND 8 INCHES IN COMMERCIAL AREAS. I. MAXIMUM FIRE HYDRANT SPACING SHALL BE 1000 FEET IN SiNGLE FAMILY RESIDENTIAL AREAS AND 600 FEET iN MULTIPLE -FAMILY RESIDENTIAL AND COMMERCIAL AREAS. J. ALL FIRE HYDRANTS SHALL BE PAINTED M-F RED. K. ALL FIRE MAINS SHALL BE EQUIPPED WITH A DETECTOR CHECK VALVE AS SHOWN IN DETAIL W-8. L. IT SHALL BE DEMONSTRATED TO THE INDIAN RIVER COUNTY U11UTIES DEPARTMENT THAT THE WATER DISTRIBUTION SYSTEM CAN SUPPLY THE REQUIRED DEMAND RATE AND FIREFLOW PRIOR TO ACCEPTANCE BY IRCDUS, AND AN ON -SITE FIREFLOW TEST SHALL BE CONDUCTED BY THE INDIAN RIVER COUNTY FIRE DEPARTMENT. RESTRAINED JOINTS A. RESTRAINED JOINTS SHALL BE USED ON LINES LARGER THAN 12 INCH DIAMETER, IN LIEU OF THRUST BLOCKING ON LINES 12-INCHES IN DIAMETER AND SMALLER, AND WITH THE APPROVAL OF THE INDIAN RIVER COUNTY UTILITIES DEPARTMENT ENGINEER, PiPE HARNESSES AND/OR TIES OR RESTRAINED PUSH -ON OR RESTRAINED MECHANICAL JOINTS MAY BE USED. SECTIONS OF PIPING HAVING RESTRAINED JOINTS OR THOSE REQUIRING RESTRAINED JOINTS SHALL BE CONSTRUCTED USING PIPE AND FITTINGS WITH RESTRAINED "LOCKED -TYPE" JOINTS, AND THE JOINTS SHALL BE CAPABLE OF HOLDING AGAINST WITHDRAWAL FOR LINE PRESSURES UP TO 150 PSI. THE PIPE AND FITTINGS SHALL BE AS SHOWN FOR RESTRAINED PUSH -ON JOINTS OR RESTRAINED MECHANICAL JOINTS ON PAGE 416 IN SECTION VI, IN THE HANDBOOK OF CAST IRON PIPE, 4TH EDITION (SEE DETAIL SHEET M5A). B. NO SET SCREW RETAINER GLANDS ARE TO BE USED ON PVC/D.I.P. PiPE CONNECTIONS. USE BOLT RESTRAINER JOINTS ONLY. NI F RESTRAINED JOINTS C. THE MINIMUM NUMBER 0 ESTR REQUIRED FOR RESISTING FORCES AT FITTINGS AND CHANGES IN DIRECTION OF PIPE SHALL BE DETERMINED FROM THE LENGTH OF RESTRAINED PIPE ON EACH SIDE OF FITTINGS AND CHANGES IN DIRECTION NECESSARY TO DEVELOP ADEQUATE RESISTING FRICTION WITH THE SOIL. THE FORMULA AND PARAMETERS GIVEN BELOW SHALL BE USED TO DETERMINE ,THE MINIMUM REQUIREMENTS: L = 1.5PA (1-COS X) WHERE: L = LENGTH OF PIPE ON EACH SIDE OF FITTINGS OR CHANGE IN DIRECTION P = 150 PSI, UNLESS OTHERWISE NOTED. A = CROSS -SECTIONAL AREA IN SQUARE INCHES BASED ON OUTSIDE DIAMETER (O.D.) OF PIPE, X =ANGLE OF BEND OR CHANGE IN DIRECTION IN DEGREES. f = COEFFICIENT OF FRICTION = 0.4 (MAXIMUM). W = 2Wearth + Wpipe + Wwater in pipe Wearth = (density of soii•)(depth of cover in feet)(O.D. In feet) s MAXIMUM 120 LBS./CUBIC FT. ABOVE MAXIMUM WATER TABLE ELEVATION AND 60 LBS./CUBIC FT. BELOW MAXIMUM WATER TABLE ELEVATION, D. BOLTS AND NUTS FOR RESTRAINED JOINTS SHALL BE HOT DIPPED ALLOY, GALVANIZED, LOW LLO , HIGH STRENGTH STEEL. E. THE CONTRACTOR SHALL ALSO PROVIDE RESTRAINED JOINTS IN ACCORDANCE WITH THE ABOVE CRITERIA WHEREVER THRUST BLOCKS ARE NOT USED IN CONJUNCTION WITH BELOW -GROUND FITTINGS ON LINES 12 INCHES IN DIAMETER OR LESS. (0 O O to 0) CV " W W o� � CIDn O i I- Q -D, F W F o8 v 0 z _ tj) N Cl) O cO � W (3) (o N U) N �, W � t n Z W I- W Q a Q o a V 6 z U O(n W W Qo cn Z wx W M W z (_ J ��// 0. N r, ® D N_ zuz o J LL ()(f) Uo Z < -1 I W m w` 0 U -J W � W> (n W W Z .11' >1 -jZw W - Z a Q m z i 1� Q D - e O LO Z � I- 2U 0 N ❑ AAnav J. BOW'LES FL PE #6= ❑ ROFIEFT#64745 DATEd& 2 l C" 1 4 OF 1 6' r 06-295 MANHOLE FRAME & COVER 7CUT CLASSIFICATION HEIGHT o I = z LEVELING RINGS Q 2 COURSES (MIN) SEE MANHOLE 6 COURSES (MAX) EFFLUENT & 24 3/4 Q INFLUENT DETAIL w=c o FLEXIBLE > � o PLASTIC o 0 GASKET - - i� o I I :t in y 8.. 4'- " ID Of w OR 5'-0 ID o 0 ti- w SLOPE a zz I A 2../FTI I -- A 6" MIN I (TYP) PIPE INVERT FILL CONCRETE V OR BRICK TYPE I SEE PIPE OPENING CEMENT MORTAR DETAIL S-10 ELEVATION PLAN VIEW SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS. 2x4 MARKER PAINTED GREEN stt FIFt VFtNINU DETAIL (S-10) DEPTH TO BE DETERMINED IN THE 6"x4" WYE FIELD AS EQ IRED TO AVOID (TURNED CRARITOY} 6" CAP OF ROAD CROWN UTILITIES TYP z ELEVATION OF ROAD w J z) SINGLE SERVICE AS SHOWN ON v COVER"t /r c of STANDARD LATERAL DETAIL (S-1) o wo w i�I n MINIMUM SLOPE 1/ 4" PER FT ui w I ( USE GREATER SLOPE z z a WHERE POSSIBLE a w � l CL OF ROA CROWN F- ELEVATION OF ROAD a Lo o p o I § x4" WYE EL /) / i ° * DEPTH TO BE (TURNED 90' W" ii QETERMINED IN THE FOR CLARITY) ELEVATION TYPICAL TRENCH CONTOUR a o i FIELD AS REQUIRED TO •,`~ A �''�?,`�,�„: 3/4" ROCK o cv DURING CONSTRUCTION MARKER BALL TAPEDlo w i AVOID UTILITIES (TYP) TO 6"x4" WYE (TYP) 6' / BENDS AS REVID (20' UPSTREAM) 6"x30' LONG 3//4" DOUBLE SERVICE PIPE TO MANHOLE CONNECTION z RADIOS BEND GRAVEL ( TYPICAL SINGLE SERVICE TO BE NEOPRENE BOOT WITH TYPICAL, STAINLESS STEEL ACCESSORIES 6•� 3/4" ROCK g Q CONTINUE GRAVEL BE j. 20' DOWNSTREAM FILL CONCRETE OR BRICK a SAND : _:; PIPE INTO UNO STURB D _ _ ® ! ( ) W/TYPE I CEMENT MORTAR STANDARD "Y" BRANCHES DOUBLE SERVICE AS BED :x SOIL TO PROPERTY LI E TO BE LOCATED IN THE FIELD SHOWN ON STANDARD LATERAL DETAIL (S-1) PIPE INVERT :J^*;t • + w� < INSTALLED PLUG WRAP WITH i (TYP) 7 DETECTION TAPE ELEVATION -'� STANDARD "Y" BRANCH r TO BE LOCATED IN FIELD 6"o ui PIPE JOINT DETAIL AT MANHOLE SAND EXCAVATION MARKER BALL TAPED PROPERTY _ _ _ _ a NOTE TO 6x4 WYE (TYP) LINE ® / REQUIRED CL 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS NOTES ELEVATION 0 �OF SEWER MAIN TO BE 2• ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. " DOUBLE "Y" COMMER ON � OF STREET UNLESS 3. 3/4" ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. (6"x4" "Y" RESIDENTIAL) OTHERWISE APPROVED BY IRCDUS 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. MANHOLE 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. NOTE PLAN VIEW 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR E�LUEIY IA� AND INCt`LUENT TO CONNECTION. 1 SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER MODIFIED RISER t LATERAL 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. (DEEP SEWER) 4. MARKER BALLS TO BE TAPED TO 6"x4" WYE 24" BELOW FINISHED GRADE. STANDARD LATERAL MANHOLE COVER - LETTERS TO SEE PIP OP NING BE MARKED "SANITARY SEWER" DETAIL �5-10) 8 4'-0" ID 8' , TANDARD 8" 4' ID 8" 3 f4 " T BRANCH ►�I 2" "- PIPE INVERT PIPE INVERT i DROP LESS - O © w ''1 ': CONCRETE 6' (MIN) THAN 24" COVER -SECTION s" (MIN) N o r; ; I COVER ALL AROUND (BY CONCRACTOR) (TYP) SEE MANHOLE a I p ',_: : it EFFLUENT & 6"_; (MIN) 191 44I INFLUENT DETAIL "' `'• ME: ER o p + STANDARD LONG (TYP) 110 22-15/16 's': F-° :�;�:, ? RADIUS ELBOW SEE MANHOLE EFFLUENT 20-5/8 SEE PIPE OPENING 24"--J DETAIL (S-10) &INFLUENT DETAIL FILL CONCRETE EXTENDED SLAB CAST FILL CONCRETE OR BRICK W�TYPE I INTERGRAL WITH BASE I I OR BRICK W TYPE I CEMENT MO TAR CEMENT MORTAR ELEVATION SECTION A -A SLOPE ELEVATION PIICKHOLE CONCEALED WATERTIGHT A 2 F + - + A SECTION A -A / PLAN VIEW 2-4-3/4" WATERTIGHT BOOT A CL U- RAIN GUARD S-O" I o = FRAME - SECTION a . NOTES PLAN VIEW 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS PLAN VIEW AND APPROVED BY INDIAN RIVER COUNTY. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS TO BE USED WHERE DROP 13 2 OR MORE ' PRODUCT LIST. TO BE USED WHERE DROP IS LESS THAN 2' NOTES STANDARD NOTES 1. SEE MANHOLE NOTES ON DRAWING N0AS-4. MANHOLE BASTING 1. SEE MANHOLE NOTES ON DRAWING NO. S-4• 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. NOTES MANHOLEMANHOLE STANDARD DEEP 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO MEET OR EXCEED A.S.T.M. A 185. 2. ALL CEMENT TO BE TYPE I. 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 R.S.I. TO SPACE AROUND OUTSIDE OF PIPE SHALL BE MEET OR EXCEED A.S.T.M. C 478. COMPLETELY FILLED WITH NON -SHRINK GROUT. 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL REMOVE CONCRETE AND BEND EXPOSED EXISTING CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. REINFORCING STEEL AROUND OUTSIDE OF PIPE 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8". (FOR FIELD INSTALLATION) 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. PIPE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP CONNECTION REQUIRED. H.P. ELEV. OF FILL CONCRETE 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL TO BE SAME AS OD OF PIPE 2"PER FOOT SLOPE STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FLOOD ZONES. 12. NO. 40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). _ • :, a ' :: -�- ' 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING 6" (TYP) • ' ' ' '' '' AND EXITING MANHOLES. 14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS. 15. 3/4 CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" SHALL BE PROVIDED AS REQUIRED BY IRCDUS.„ 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). 3" (MINIMUM) 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE ELEVATION IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. i NOTES 18. A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 19• MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS PRODUCT LIST.p APPROVED MANUFACTURERS' PRODUCT LIST. FIBERGLASS LINERS SHALL BE p ' 1 (PE Ot-EN'NG DETAIL, /''1�L INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. MANHOLE NOTES 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; DRAWING NO. S-11. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. MANHOLE TYPE "A" DROP MANHOLE TYPE "B" DROP MANHOLE FRAME & COVER i i Ip j MANHOLE FRAME FINISH GRADE AND COVER I CONCENTRIC LEVELING RINGS CONE 2 COURSES (MIN) ^ 6 COURSES (MAX) Q z0 1 I= z SEE PIPE OPENING 24 3/4" DETAIL (S-10) of (n o vi IL E SEE MANHOLE o > > EFFLUENT & L` FILL CONCRETE . •. H :.,; v INFLUENT DETAIL OR BRICK W/TYPE I R a CEMENT MORTA PIPE INVERT <1 <1 N I M I } I to I C°'I '4'-0" ID 8" 8" 6" 6" 6'-4" OD O O � N ELEVATION '� A A = cn m --5o z z SECTION A -A i o I (r�� V PLAN VIEWto j TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS P �' �J Z - "' o CD �� (o r` r NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 Z W to R 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 �. a 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 Z w xx Z Q 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11 MANHOLE z � O STANDARD SHALLOW� W ` U) 1 W N SEE MANHOLE EFFLUENT & W N Q INFLUENT DETAIL J p 0� I o J LL. ° 0 o ° - L I (n v ` 2 Q = U c� o° A I Z w o WU W> ADDITIONAL REINFORCING BAR REQUIRED AT OPENING. SLAB TO loVJ Z TO BE TRAFFIC BEARING. SUBMIT I j ,J SHOP DRAWING FOR APPROVAL ! W z PLAN VIEW 0 a I m Z LEVELING RINGSCUUR I"- ►_-• GASKET 6 CG"SES (MAX)zr- X o Q Z to In L a v C p N 24" o uj I SEE PIPE OPENING > w DETAIL (S-10) N Q I- A j a > 6" MIN (TYP) �...�. .0 �s 1'' i FILL CONCRETE OR BRICK W/TYPE I 8" I CEMENT MORTAR ELEVATION PIPE INVERT SECTION A -A uj TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS rn V� J NOTES j 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING N0. S-3. j 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. L�•s L�.s W W MANHOLE SLAB TOP W j W i j 0 � I I i V w z Z ®� 1� 1/�I FQ-• m Ld I i W �✓ J w LL. I I j I ❑ A.AROIV J. BOWLES FL FE + 55M ❑ RFL PE OSERTE LEON DATEJA 1 L 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SWEET " 15 OF 16 06-295 SANITARY SEWER PIPE MATERIALS FOR SIZES 14" THROUGH 36" POLYVINYL CHLORIDE PIPE A . ALLCONVEYING FITTINGS INTENDEDRWATER PO ABLEEWASTEW TER OR RECLAIMEDAND SHALLOBETRANSMITTING DESIGNED FOR A MINIMUM WORKING PRESSURE OF 150 PSI. SCOPE THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO AWE STANDARDS GRAVITY SANITARY SEWERS. SPECIFICATIONS C900 LATEST REVISION, OR C909, LATEST REVISION AND ASTM D1784 AND D2241, LATEST REVISION. PVC. PRESSURE PIPE SHALL BE GENERAL MADE FROM CLASS 12454—A OR CLASS 12454—B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL A. POLYVINYL CHLORIDE (PVC) PIPE SHALL BE ALLOWED FOR USE AS THICKNESS OF DR26. GRAVITY SEWER PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE PROJECT. INDIAN RIVER COUNTY DEPARTMENT OF C. POLYVINYL CHLORIDE PIPE SHALL PURCHASED PER APPROVED UTILITY SERVICES (IRCDUS) MAY REQUIRE THE USE OF MATERIAL MANUFACTURER'S PRODUCT LIST. OTHER THAN POLYVINYL CHLORIDE DURING CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD PERSONNEL DURING CONSTRUCTION IF D. THE PIPE USED FOR WASTEWATER SHALL BE GREEN IN COLOR. IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS UNSUITABLE THE PIPE USED FOR RECLAIMED WATER SHALL BE PURPLE IN COLOR. FOR THE PARTICULAR APPLICATION. B. POLYVINYL CHLORIDE (PVC) GRAVITY SEWER PIPE CAN BE USED UP TO JOINTS A DEPTH OF SIXTEEN FEET AS SPECIFIED HEREIN. DUCTILE IRON PIPE A. JOINTS FOR PVC PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON SHALL BE USED FOR DEPTHS GREATER THAN 16 FEET, EXCEPT WHERE RUBBER GASKET TYPE ONLY. NO SOLVENT WELD OR THREADED JOINTS OTHER MATERIAL IS SPECIFICALLY SPECIFIED AND APPROVED BY INDIAN WILL BE PERMITTED. RIVER COUNTY UTILITIES DEPARTMENTS ENGINEER. GRAVITY SEWER PIPE AND FITTINGS B. THE ENGINEER OF RECORD OR IRCDUS MAY CONSIDER OTHER TYPE JOINTS FOR SPECIFIC INSTALLATION UPON SUBMISSION OF SPECIFICATIONS AND A. GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH APPROVAL. POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM C. RESTRAINT JOINTS, WHEN REQUIRED, SEE APPROVED MANUFACTURER'S PRODUCT DESIGNATION D 3034-SDR 26. FITTINGS INSTALLED IN POLYVINYL CHLORIDE LIST PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE WHICH THEY ARE INSTALLED. B. IN ADDITION TO THE REQUIREMENTS OF ASTM SPECIFICATIONS, THE PIPE FITTINGS SHALL NOT BE OUT —OF —ROUND OR CROOKED IN ALIGNMENT AS DETERMINED BY THE ENGINEER. ANY LENGTH OF PIPE 6 INCHES OR A. ALL UNDERGROUND FITTINGS SHALL BE EITHER DUCTILE IRON PUSH —ON, GREATER IN DIAMETER WHOSE INSIDE DIAMETERS MEASURED AT RIGHT I HA CONFORM TO JOINT. MECHANICAL JOINTS SHALL 0 RESTRAINED, OR MECHANICAL E ANGLES TO EACH OTHER VARY MORE THAN 1/4 INCH MAY BE REJECTED. AWWA SPECIFICATION C110/A21.10 OR C153/A21.53 LATEST REM SIONS.FITTINGS SHALL BE FUSION —BONDED CERAMIC EPDXY LINED. THE EPDXY MATERIAL C. POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH SHALL BE APPLIED IN ONE COAT WITH A MINIMUM DRY THICKNESS OF 40.0 MILS AND SHALL BE ON THE APPROVED MANUFACTURE'S PRODUCT LIST. AND SHALL BE PROTECTO 401 OR APPROVED EQUAL. ALL ABOVEGROUND EXPOSED FITTINGS SHALL BE FLANGED. D. MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM — DESIGNATION 1784, TYPE 1, GRADE 1 (12454 B). ALL P.V.C. MATERIALS RATING B. THE PRESSURE RA NG SHALL BE 350 PSI. SHALL BE STORED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS (NOT IN DIRECT SUNLIGHT). PVC PIPE AND FITTINGS, C. JOINT RESTRAINT, WHEN REQUIRED, SEE APPROVED MANUFACTURER'S PRODUCT WHICH SHOW SIGNS OF ULTRAVIOLET DEGRADATION ARE CONSIDERED LIST SUBSTANDARD AND UNFIT FOR USE, AND WILL BE REJECTED BY IRCDUS ENGINEER. SUBMITTALS E. ALL WYES, FITTINGS, LATERALS, AND MANHOLE COUPLINGS SHALL BE BEFORE STARTING FABRICATION OF THE PVC PIPE AND FITTINGS, THE COMPANY AS THE PIPE OR MANUFACTURINGRAW( MANUFACTURED BY SAMECONTRACTOR N FO SHALL SUBMIT COMPLETE DETAILED WORKING D GS R APPROVED EQUAL, SEE APPROVED MANUFACTURER'S PRODUCT LIST. APPROVAL BY THE ENGINEER OR IRCDUS. SUCH DRAWINGS SHALL SHOW THE ADAPTERS SHALL BE COMPATIBLE TO THE APPROVED PIPE AND PIPING LAYOUTS AND CONTAIN SCHEDULES OF ALL PIPE, FITTINGS, VALVES, A RUBBER GASKETED. APPURTENANCES. ALL JOINTS SHALL BE APPURTENANCES. EXPANSION JOINTS, HANGERS AND SUPPORTS, AND OTHER APPURTE NCES WHERE SPECIAL FITTINGS ARE REQUIRED, THEY SHALL BE SHOWN IN LARGE F. PIPE SHALL BE GREEN IN COLOR. DETAIL WITH ALL NECESSARY DIMENSIONS. THE DRAWINGS SUBMITTED SHALL SO AS TO BE REMOVABLE WITHOUT DTO PIPE JOINT SEALS ISOTURBANCE THEEMAINCPIPE SECTIOND A. JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY MARKING WITH ASTM DESIGNATION D3212. A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL B. THE JOINT SHALL REMAIN SEALED BY ITS OWN COMPRESSION. WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL ADHESIVES SHALL NOT BE NECESSARY TO WELD OR FUSE THE GASKETS M-16 FOR SPECIFICATIONS REGARDING INSTALLATION. TOGETHER. C. THE COMPRESSIVE STRESS WHICH IS DEVELOPED IN THE GASKET B. TRACE WIRE IS REQUIRED OVER ALL PIPES MATERIAL SHALL BE AS HIGH AS IS PERMITTED BY THE STRENGTH OF N R OVER ALL PIPES C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED E THE BELL IN RING TENSION, WITH DUE REGARD TO FACTOR OF SAFETY, B E TAPE 15 TO BE INSTALLED 12" BELOW PROPOSED GRADE. AND THIS STRESS SHALL BE AT ITS MAXIMUM VALUE WHEN THE JOINT IS COMPLETELY ASSEMBLED. INSTALLATION RETROFITTING SEWER LATERALS A. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF THIS SPECIFICATION, THE PIPE SHALL BE HANDLED AND INSTALLED IN THE GRAVITY SEWER SYSTEMS SHALL BE DESIGNED SUCH THAT LATERALS ARE STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE PROVIDED TO SERVE ALL UNITS AND LOTS. IN CASES WHERE SEWER LATERALS CONTRACTOR SHALL USE EVERY PRECAUTION DURING CONSTRUCTION TO MUST BE ADDED TO A GRAVITY SEWER MAIN, CONNECTIONS SHALL BE MADE PROTECT THE PIPE AGAINST THE ENTRY OF NON —POTABLE WATER, DIRT, WOOD, INSTALLING A SEWER SERVICE WYE BRANCH AND A SLEEVE —TYPE ADAPTER, SMALL ANIMALS, AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE WHICHEVER IS SPECIFIED BY IRCDUS FOR THE PARTICULAR APPLICATION. OPERATION OF THE PIPELINE. WHERE GROUNDWATER ELEVATION IS ABOVE THE BOTTOM OF THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE SUBMITTALS I DEWATERING EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. ALL PIPING SHALL BE PLACED IN A DRY TRENCH, UNLESS THE ENGINEER OR IRCDUS BEFORE STARTING FABRICATION OF THE PVC PIPE AND FITTINGS, THE APPROVES WET TRENCH INSTALLATION. CONTRACTOR SHALL SUBMIT COMPLETE DETAILED WORKING DRAWINGS FOR APPROVAL BY THE ENGINEER OR IRCDUS. SUCH DRAWINGS SHALL SHOW THE B. DEPTH OF COVER AND PIPE ELEVATION: UNLESS OTHERWISE SHOWN ON THE PIPING LAYOUTS AND CONTAIN SCHEDULES OF ALL PIPE, FITTINGS, VALVES, DRAWINGS, OR OTHERWISE AUTHORIZED BY THE ENGINEER, ALL PIPE SHALL EXPANSION JOINTS, HANGERS AND SUPPORTS, AND OTHER APPURTENANCES. HAVE A MINIMUM COVER OF 36 INCHES. CONTRACTOR SHALL DETERMINE TOP WHERE SPECIAL FITTINGS ARE REQUIRED, THEY SHALL BE SHOWN IN LARGE OF PIPE ELEVATION AND TOP OF GROUND ELEVATION FOR EVERY TWO JOINTS DETAIL WITH ALL NECESSARY DIMENSIONS. OF PIPE INSTALLED USING A LEVEL. PIPE MUST HAVE THE MINIMUM COVER DESCRIBED ABOVE AND MUST BE WITHIN f0.2 FEET OF THE TOP OF PIPE ELEVATION INDICATED ON THE DRAWINGS. INSTALLED PIPE, WHICH DOES NOT MARKING MEET THESE REQUIREMENTS, SHALL BE REINSTALLED UNTIL IT MEETS THESE A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL REQUIREMENTS. CONTRACTOR SHALL RECORD TOP OF PIPE AND TOP OF WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL GROUND ELEVATIONS AND THE LOCATIONS OF WHERE THESE ELEVATIONS WERE M-16 FOR SPECIFICATIONS REGARDING INSTALLATION. DETERMINED AND SUBMIT THIS INFORMATION TO ENGINEER. ENGINEER RESERVES THE RIGHT TO HAVE CONTRACTOR EXCAVATE AND CHECK TOP OF PIPE AND B. TRACE WIRE IS REQUIRED OVER ALL PIPES TOP OF GROUND ELEVATIONS TO SEE IF THEY CONFORM TO THE AFOREMENTIONED REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER. C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES TAPE IS TO BE INSTALLED 12" BELOW PROPOSED GRADE. MISCELLANEOUS VALVES INSTALLATION A. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF AND APPURTENANCES THIS SPECIFICATION, THE PIPE SHALL BE HANDLED AND INSTALLED IN THE STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE GENERAL CONTRACTOR SHALL USE EVERY PRECAUTION DURING CONSTRUCTION TO PROTECT THE PIPE AGAINST THE ENTRY OF NON -POTABLE WATER, DIRT, WOOD, A. ALL OF THE TYPES OF VALVES AND APPURTENANCES SHALL BE SMALL ANIMALS, AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE PRODUCTS OF WELL -ESTABLISHED REPUTABLE FIRMS WHO ARE FULLY OPERATION OF THE PIPELINE. WHERE GROUNDWATER ELEVATION IS ABOVE THE EXPERIENCED AND QUALIFIED IN THE MANUFACTURE OF THE BOTTOM OF THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE PARTICULAR EQUIPMENT TO BE FURNISHED. THE EQUIPMENT SHALL BE DEWATERING EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. ALL PIPING DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE SHALL BE PLACED IN A DRY TRENCH, UNLESS THE ENGINEER OR IRCDUS BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE APPROVES WET TRENCH INSTALLATION, SPECIFICATIONS AS APPLICABLE. B. DEPTH OF COVER AND PIPE ELEVATION: UNLESS OTHERWISE SHOWN ON THE B. ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME OF THE DRAWINGS, OR OTHERWISE AUTHORIZED BY THE ENGINEER, ALL PIPE SHALL MAKER AND THE WORKING PRESSURE FOR WHICH THEY ARE DESIGNED HAVE A MINIMUM COVER OF 36 INCHES. CONTRACTOR SHALL DETERMINE TOP CAST IN RAISED LETTERS UPON SOME APPROPRIATE PART OF THE BODY. OF PIPE ELEVATION AND TOP OF GROUND ELEVATION FOR EVERY TWO JOINTS OF PIPE INSTALLED USING A LEVEL. PIPE MUST HAVE THE MINIMUM COVER C. ALL BURIED VALVES AND APPURTENANCES SHALL BE MECHANICAL JOINT. DESCRIBED ABOVE AND MUST BE WITHIN f0.2 FEET OF THE TOP OF PIPE ALL ABOVE-GROUND/EXPOSED VALVES AND APPURTENANCES SHALL BE FLANGED ELEVATION INDICATED ON THE DRAWINGS. INSTALLED PIPE, WHICH DOES NOT MEET THESE REQUIREMENTS, SHALL BE REINSTALLED UNTIL IT MEETS THESE D. GATE VALVES SHALL BE USED ON WATER, SEWER AND REUSE MAINS. REQUIREMENTS. CONTRACTOR SHALL RECORD TOP OF PIPE AND TOP OF GROUND ELEVATIONS AND THE LOCATIONS OF WHERE THESE ELEVATIONS WERE E. PLUG VALVES MAY BE USED IN LIFT STATION VALVE VAULTS AS APPROVED DETERMINED AND SUBMIT THIS INFORMATION TO ENGINEER. ENGINEER RESERVES BY IRCDUS. THE RIGHT TO HAVE CONTRACTOR EXCAVATE AND CHECK TOP OF PIPE AND TOP OF GROUND ELEVATIONS TO SEE IF THEY CONFORM TO THE F. IRCDUS'S ENGINEER ON A CASE -BY -CASE BASIS MAY APPROVE VALVES AFOREMENTIONED REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER. AND APPURTENANCES OTHER THAN THOSE SPECIFICALLY CALLED OUT IN THIS SECTION FOR USE. CRITERIA FOR APPROVAL SHALL INCLUDE THE WASTEWATER AND RECLAIMED WATER INTERCHANGEABILTY OF THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS SPECIFICALLY CALLED OUT IN THESE SPECIFICATIONS, �OI "ppICE MAINS POLYVINYL CHLORIDE PII-p,c FM. ALL EXPOSED VALVES AND APPURTENANCES SHALL BE PAINTED PER THE APPROVED MANUFACTURER'S PRODUCT LIST. WATER MAINS SHALL BE PAINTED SCOPE BLUE, FORCE MAINS SHALL BE PAINTED GREEN, AND REUSE MAINS SHALL BE PAINTED PURPLE. THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR WASTEWATER AND RECLAIMED WATER FORCE MAINS. GATE VALVES (3-INCH OR LARGER GENERAL A. ALL BURIED GATE VALVES SHALL MEET THE REQUIREMENTS OF AWWA STANDARD SPECIFICATION C509-01, OR LATEST REVISION. VALVES SHALL BE RATED FOR (PVC) POLYVINYL CHLORIDE PVC PIPE SHALL BE ALLOWED FOR USE A5 - I T PRESSURE. 150 PSI WORKING PRESSURE AND A MINIMUM 300 PS TES WASTEWATER AND RECLAIMED WATER FORCE MAIN PIPE WHERE COMPATIBLE VALVES SHALL BE DUCTILE IRON BODY, BRONZE -MOUNTED, RESILIENT SEATED, WITH THE SPECIFIC CONDITIONS OF THE PROJECT. INDIAN RIVER NON -RISING STEM TYPE FITTED WITH "O-RING" SEALS. ALL BOLTS TO BE USED COUNTY DEPARTMENT OF UTILITY SERVICES (IRCDUS) MAY REQUIRE IN VALVE BONNET ARE TO BE STAINLESS STEEL. THE OPERATING NUTS SHALL THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE DURING BE STANDARD AWWA 2" SQUARE. ALL VALVES SHALL OPEN COUNTERCLOCKWISE. PERSONNEL OR BY IRCDUS FIELD DURING CONSTRUCTION PERMIT REVIEW E G " STUFFING BOXES SHALL BE THE 0-RING" TYPE. GALE VALVES SHALL BE CONSTRUCTION IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE MECHANICAL JOINT, ANSI STANDARDS 21.11, EXCEPT WHERE SHOWN IS UNSUITABLE FOR THE PARTICULAR APPLICATION. OTHERWISE. PIPE MATERIALS FOR MESA" THROUGH 12" B. WHERE REQUIRED, GATE VALVES SHALL BE PROVIDED WITH A BOX CAST IN THE ROAD AND A BOX COVER. BOX COVER OPENING SHALL BE FOR VALVE STEM A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING AND NUT. THE CONTRACTOR SHALL PROVIDE VALVE WRENCHES AND EXTENSION POTABLE WASTEWATER OR RECLAIMED WATER SHALL BE DESIGNED FOR STEMS FROM THE SAME MANUFACTURER AS THE VALVE TO ACTUATE THE VALVES. THE FLOOR BOX AND COVER SHALL BE PER THE APPROVED A MINIMUM WORKING PRESSURE OF 150 PSI. MANUFACTURER'S PRODUCT LIST. (SEE DRAWING M-5). B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO AWWA STANDARDS CHECK VALVES SPECIFICATIONS C900 LATEST REVISION, OR C909, LATEST REVISION AND ASTM D1784 AND D2241, LATEST REVISION. PVC. PRESSURE PIPE SHALL BE A. CHECK VALVES FOR DUCTILE IRON PIPELINES SHALL BE SWING TYPE AND MADE FROM CLASS 12454-A OR CLASS 12454-8 MATERIAL AND CONFORM SHALL MEET THE MATERIALS REQUIREMENTS OF AWWA STANDARD SPECIFICATION WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL C508-01 OR LATEST REVISION. THE VALVES SHALL BE IRON BODY, THICKNESS OF DR18. BRONZE MOUNTED, SINGLE DISC, 150 WORKING WATER PRESSURE, NON -SHOCK, C. POLYVINYL CHLORIDE PRESSURE PIPE LESS THAN 4" DIAMETER NON -SLAM, SLOW CLOSING, AND HYDROSTATICALLY TESTED AT 300 PSI. SHALL BE DR-21, PR-200. ENDS SHALL BE 125 POUND ANSI B16.1 FLANGES OR 125 POUND ANSI 82.1 THREADED FITTINGS, DEPENDING UPON LOCATION. D. POLYVINYL CHLORIDE PIPE SHALL PURCHASED PER APPROVED B. WHEN THERE IS NO FLOW THROUGH THE LINE, THE DISC SHALL HANG MANUFACTURER'S PRODUCT LIST. LIGHTLY AGAINST ITS SEAT. WHEN OPEN, THE DISC SHALL SWING CLEAR E. THE PIPE USED FOR WASTEWATER SHALL BE GREEN IN COLOR. OF THE WATERWAY. THE PIPE USED FOR RECLAIMED WATER SHALL BE PURPLE IN COLOR. to m N tD C. CHECK VALVES SHALL HAVE BRONZE SEAT AND BODY RINGS, EXTENDED BRONZE HINGE PINS, AND BRONZE NUTS ON THE BOLTS AND BOLTED COVERS. D. VALVES SHALL BE SO CONSTRUCTED THAT DISC AND BODY SEAT MAY EASILY BE REMOVED AND REPLACED WITHOUT REMOVING THE VALVE FROM THE LINE. VALVES SHALL BE FITTED WITH AN EXTENDED HINGE ARM WITH OUTSIDE LEVER AND WEIGHT, AS NECESSARY. E. CHECK VALVES FOR PVC PIPE LESS THAN 3" IN DIAMETER SHALL BE OF PVC TYPE 1, SERIES BC, WITH UNION, SOCKET, THREADED, OR FLANGED ENDS, AS REQUIRED. CHECK VALVES FOR PVC PIPES GREATER THAN 3" SHALL BE BRONZE. PVC BALL CHECK VALVES SHALL BE PER THE APPROVED MANUFACTURER'S PRODUCT LIST. PLUG VALVES A. PLUG VALVES SHALL BE NON —LUBRICATED ECCENTRIC TYPE WITH SEMI — STEEL BODIES, RESILIENT FACED PLUGS, AND STAINLESS STEEL OR NICKEL SEATS IN THE BODY. PORT AREAS SHALL BE AT LEAST 80 PERCENT OF FULL PIPE AREA FOR VALVES 20 INCHES AND SMALLER. PORT AREA SHALL BE 70 PERCENT FOR ALL VALVES 24 INCHES AND LARGER. ALL VALVES 4 INCHES AND LARGER SHALL BE OF THE BOLTED DESIGN. ALL EXPOSED NUTS, BOLTS, SPRINGS AND WASHERS SHALL BE HOT DIPPED GALVANIZED, EXCEPT EXPOSED HARDWARE FOR SUBMERGED VALVES SHALL BE OF STAINLESS STEEL. VALVE BODIES SHALL BE SEMI —STEEL WITH 125—POUND ANSI STANDARD FLANGED ENDS FOR INTERIOR OR ABOVEGROUND SERVICE; MECHANICAL JOINT FOR BURIED SERVICE AND FOR USE WITH THREADED CAST IRON OR DUCTILE IRON PIPING SHALL HAVE SCREWED END CONNECTIONS. THE PLUG SHALL BE ONE PIECE AND OF SUFFICIENT DESIGN SO AS NOT TO REQUIRE A STIFFENING MEMBER OPPOSITE THE FACE PLUG. B. PLUG VALVES 6 INCHES OR GREATER IN DIAMETER SHALL BE EQUIPPED WI WHICH SHALL CLEARLY INDICATE VALVE POSITION AND A GEAR ACTUATORS, ADJUSTABLE STOP SHALL BE PROVIDED. CONSTRUCTION OF ACTUATOR HOUSING SHALL BE SEMI —STEEL. ALL GEARING SHALL BE ENCLOSED, SUITABLE FOR RUNNING IN OIL WITH SEALS PROVIDED ON ALL SHAFTS TO PREVENT ENTRY OF DIRT AND WATER INTO THE ACTUATOR. ALL SHAFT BEARINGS SHALL BE FURNISHED WITH PERMANENTLY LUBRICATED BEARING BUSHINGS. C. THREE—WAY PLUG VALVES SHALL BE NON —LUBRICATED GEAR OPERATED. VALVE BODIES SHALL BE SEMI —STEEL WITH 125—POUND ANSI STANDARD FLANGES, AND ALL PLUGS SHALL BE RESILIENT FACED. THREE—WAY VALVES SHALL BE 3—WAY, 3—PORT, 270 DEGREE TURN. D. PLUG VALVES AND ACTUATORS SHALL BE AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST. AIR RELEASE VALVES A. THE AIR RELEASE VALVES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS, VALVES SHALL BE PROVIDED WITH A VACUUM CHECK TO PREVENT AIR FROM REENTERING THE LINE. ABOVEGROUND AIR RELEASE VALVES FOR WASTEWATER SHALL BE PER THE APPROVED MANUFACTURER'S PRODUCT LIST. B. THE FITTINGS SHALL BE THREADED. BELOW GROUND AIR RELEASE VALVES FOR WASTEWATER SHALL BE AS ON THE APPROVED MANUFACTURER'S PRODUCT LIST. AIR RELEASE VALVES FOR WATER LINES SHALL BE AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST. FIRE HYDRANTS FIRE HYDRANTS SHALL BE TRAFFIC TYPE 5-1/4" VALVE OPERATED AND MANUFACTURED PER THE APPROVED MANUFACTURER'S PRODUCT LIST. FIRE HYDRANTS SHALL COMPLY WITH CURRENT AWWA STANDARD SPECIFICATION C502-94, OR LATEST REVISION, FOR FIRE HYDRANTS FOR WATER WORKS H A " MECHANICAL INT N WITH SERVICE. EACH HYDRANTS ALL HAVE 6 JOINT ENDS HARNESSING LUGS ("DOG EARS") AND SHALL OPEN BY TURNING TO THE LEFT (COUNTERCLOCKWISE). FIRE HYDRANT SHALL BE OF AMPLE LENGTH FOR 18" CLEARANCE ABOVE CENTERLINE OF ROADWAY. IT SHALL BE PROVIDED WITH TWO 2-1/2" HOSE NOZZLES AND ONE 4-1/2" PUMPER NOZZLE, ALL HAVING NATIONAL STANDARD HOSE THREADS. NOZZLES SHALL HAVE CAPS ATTACHED BY CHAINS. OPERATING NUTS SHALL BE AWWA STANDARD (PENTAGONAL, MEASURING 1-1/2" POINT TO FLAT). FIRE HYDRANTS SHALL BE EQUIPPED WITH "O—RING" PACKING. FIRE HYDRANT SHALL BE PAINTED FEDERAL SAFETY RED. BACKFLOW PREVENTERS ALL BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVEGROUND, IN NON -TRAFFIC AREAS ON THE CUSTOMER'S SIDE OF THE METER. ABOVEGROUND PIPING SHALL BE DUCTILE IRON. BRASS OR COPPER PIPE MAY BE USED FOR PIPE 2" IN DIAMETER OR SMALLER, BACKFLOW PREVENTERS SHALL BE OF REDUCED PRESSURE/DOUBLE CHECK TYPE WITH TWO (2)INDEPENDENTLY OPERATING CHECK VALVES, AND SHALL BE DESIGNED TO OPERATE IN A HORIZONTAL FLOW MODE, AN INDEPENDENT RELIEF VALVE SHALL BE LOCATED BETWEEN THE TWO CHECK VALVES, REDUCED PRESSURE FEATURE SHALL BE INCLUDED IN ALL COMMERCIAL APPLICATIONS. PREVENTERS SHALL UNIVERSITY OF SOUTHERN CALIFORNIA (USC) APPROVED AS PER APPROVED MANUFACTURER'S PRODUCT LIST. VALVE BOXES A. ALL BURIED VALVES SHALL HAVE CAST IRON TWO OR THREE PIECE VALVE BOXES WITH CAST IRON COVERS AND SHALL BE PROVIDED WITH SUITABLE HEAVY BONNETS EXTENDED TO MATCH FINISHED GRADE AS DIRECTED BY THE ENGINEER. THE BARREL SHALL BE ONE OR TWO PIECE, SCREW TYPE, HAVING 5-1/4" SHAFT. COVERS SHALL HAVE "WATER" CAST INTO THE TOP FOR WATER MAINS, "SEWER" CAST INTO TOP FOR WASTEWATER FORCE MAINS AND "REUSE" CAST INTO THE TOP FOR REUSE MAINS. ALL VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO WITHIN 24 INCHES OF GRADE. B. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASE AND VALVE T ANCHORS FOR CASTING IN CONCRETE. NAMEPLA WITH SUITABLE C S O C S G C E NAMEPLATE, SHALL BE 3" DIAMETER BRONZE DISK WITH ENGRAVED LETTERING 1 /8" DEEP AS SHOWN ON THE DRAWINGS AND MANUFACTURED PER THE APPROVED MANUFACTURER'S PRODUCT LIST. C. VALVE BOXES SHALL BE INSTALLED IN A CONCRETE PAD, AS SPECIFIED IN DRAWING DETAIL M-5. IRCDUS MAY ELIMINATE CONCRETE PAD IN ASPHAL PAVEMENT. CORPORATION STOPS A. CORPORATION STOPS FOR CONNECTIONS TO DUCTILE IRON OR PVC PIPING SHALL BE ALL BRASS OR BRONZE SUITABLE FOR 150 PSI OPERATING PRESS SHALL BE IRON PIPE OR AWWA TAPERED THREAD DESIGN, SHALL BE AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST, AND SHALL BE OF SIZES REQUIRED AND/OR NOTED ON DRAWINGS. B. SADDLES SHALL BE STAINLESS STEEL DOUBLE STRAP WITH EPDXY COATED IRON SADDLE AS PER APPROVED MANUFACTURER'S PRODUCT LIST. FLEXIBLE COUPLINGS A. FLEXIBLE COUPLINGS SHALL BE EITHER THE SPLIT TYPE OR THE SLEEVE TYP 1. SPLIT TYPE COUPLING SHALL BE USED WITH ALL INTERIOR PIPING AND WITH EXTERIOR PIPING AS NOTED. THE COUPLINGS SHALL BE MECHANICAL TYPE FOR RADIUS GROOVE PIPING. THE COUPLINGS SHALL MECHANICALLY ENGAGE AND LOCK GROOVED PIPE ENDS IN A POSITIVE COUPLE AND ALL FOR ANGULAR DEFLECTION AND CONTRACTION AND EXPANSION. 2. COUPLINGS SHALL CONSIST OF DUCTILE IRON, ASTM SPECIFICATION A47, GRADE 32510 HOUSING CLAMPS IN TWO OR MORE PARTS, A - SINGLE CHLORINATED BUTYL COMPOSITION SEALING GASKET WITH A "C" SHAPED CROSS—SECTION AND INTERNAL SEALING LIPS PROJECTING DIAGONALLY INWARD, AND TWO OR MORE OVAL TRACK HEAD TYPE BOLTS WITH HEXAGONAL HEAVY NUTS CONFORMING TO ASTM SPECIFICATION A183 AND A194 TO ASSEMBLE THE HOUSING CLAMPS. BOLTS AND NUTS SHALL BE STAINLESS STEEL. 3. SLEEVE TYPE COUPLINGS SHALL BE USED WITH ALL BURIED PIPING. THE COUPLINGS SHALL BE DUCTILE IRON AND SHALL BE PER THE APPROVED MANUFACTURER'S PRODUCT LIST, THE COUPLING SHALL BE PROVIDED WITH STAINLESS STEEL BOLTS AND NUTS, UNLESS INDICATED OTHERWISE, 4. ALL COUPLINGS SHALL BE FURNISHED WITH THE PIPE STOP REMOVED. 5. COUPLINGS SHALL BE PROVIDED WITH GASKETS OF A COMPOSITION SUITABLE FOR EXPOSURE TO THE LIQUID WITHIN THE PIPE. 6. DUCTILE IRON FOLLOWERS AND MIDDLE RINGS CONFORM TO ASTM A-536 GRADE 65-45-12, NSF-61 FUSION BONDED POWDER EPDXY COATING, TESTING PER AWWA C-219 (ANSI A21-11), RATING 200 PSI WORKING PRESSURE PER AWWA C-219, COMPOUNDED GASKETS CONFORM TO COMPRESSION TEST ASTM D-395 METHOD A AND B, APPROVED FOR WATER APPLICATION. WTI STEEL CASING PIPE F. IN ANY TEST OF PIPE LAID DISCLOSED LEAKAGE OR SIGNIFICANT PRESSURE I DROP GREATER THAN ALLOWED, THE CONTRACTOR SHALL, AT ITS OWN A. STEEL CASINGS SHALL CONFORM TO THE REQUIREMENTS OF AS1Tv1 DESIGNATION I EXPENSE, LOCATE AND REPAIR THE CAUSE OF THE LEAKAGE AND RETEST THE LINE. THE AMOUNT OF LEAKAGE THAT MAY BE PERMITTED SHALL BE A139 GRADE "B" AND SHALL BE COATED INSIDE AND OUTSIDE BY A BLACK IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS. BITUMINOUS COATING, MINIMUM 5 MILS THICK. THE CASING PIPES SHALL HAVE M NOMINAL AN WAL THICKNESS A INDICATED VE A MINIMUM 0 AL D L 5 G. ALL VISIBLE LEAKS ARE TO BE REPAIRED REGARDLESS OF THE AMOUNT BELOW. OF LEAKAGE. H. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE ENGINEER CASING PIPE CASING PIPE OF RECORD AND UTILITY INSPECTOR FOR REVIEW AT LEAST TEN (10) DAYS INSIDE DIAMETER WALL THICKNESS BEFORE STARTING THE TEST. (INCHES) (INCHES) TESTING OF GRAVITY SEWERS 6-16 0.250 . . A. LEAKAGE TESTS BY EXFILTRATION AND INFILTRATION, AS DESCRIBED 18-20 0.312 i BELOW, WILL BE MADE ON ALL PIPES. 22-24 0.375 26-28 0.437 B. EXFILTRATION TESTS WILL BE MADE ON PIPE AFTER BACKFILLING. ALL 30-34 0.500 SEWERS SHALL BE TESTED SUCH THAT WATER IS FILLED TO THE RIM OF 36-38 0.562 LOWEST MANHOLE BEING TESTED WITHIN EACH SECTION BEING TESTED, 40-50 0.625 AS DIRECTED BY THE IRCDUS. MECHANICAL PLUGS SHALL BE USED ON THE 52-58 0.750 GRAVITY SEWER SYSTEM IN SUCH A MANNER THAT THE AIR CAN BE 60-78 0.813 RELEASED FROM THE SEWER WHILE IT IS BEING FILLED WITH WATER. THE 84-90 0.875 TEST SHALL BE CONTINUED FOR ONE HOUR AND PROVISIONS SHALL BE 96-102 0.937 . . MADE FOR MEASURING THE AMOUNT OF WATER REQUIRED TO MAINTAIN THE 108-114 1.000 WATER AT A CONSTANT LEVEL DURING THIS PERIOD. IF TEST RESULTS ARE 120 1.125 UNSATISFACTORY, THE ENGINEER AND/OR IRCDUS MAY DIRECT THAT ADDITIONAL TEST BE MADE ON ANY SECTION OR THE ENTIRE PIPE. B. FIELD AND SHOP WELDS OF THE CASING PIPE SHALL CONFORM TO THE I AMERICAN WELDING SOCIETY STANDARD SPECIFICATIONS. FIELD WELDS C. IF ANY JOINT SHOWS AN APPRECIABLE AMOUNT OF LEAKAGE, THE SHALL BE COMPLETE PENETRATION, SINGLE VEE GROOVE OR SINGLE ; . JOINTING MATERIAL SHALL BE REMOVED AND JOINT REMADE. IF ANY BEVEL GROOVE TYPE JOINTS. PIPE IS DEFECTIVE, IT SHALL BE REMOVED AND REPLACED. IF THE THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL WORKING PRESSURE AT THE POINT OF TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT LESS THAN 150 PSIG AND 100 PSIG FOR SEWER FORCE MAINS. THE CONTRACTOR SHALL PROVIDE I NECESSARY TO MAINTAIN THE TEMPORARY PLUGS AND BLOCKING ECE REQUIRED TEST PRESSURE. CORPORATION STOPS AT LEAST 1 INCH IN DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED AT EACH PIPE DEAD—END IN ORDER TO BLEED AIR FROM THE LINE. DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST OF THESE ITEMS SHALL BE INCLUDED AS PART OF THE TESTING. C. THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE HYDROSTATIC PRESSURE TEST AND SHALL BE OF NOT LESS THAN 2 : HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE REPAIRED AND LEAKAGE ELIMINATED REGARDLESS OF TOTAL LEAKAGE AS SHOWN BY TEST. LINES WHICH FAIL TO MEET TESTS SHALL BE REPAIRED AND RETESTED AS NECESSARY UNTIL TEST REQUIREMENTS 11 ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND ACCESSORIES SHALL BE REMOVED AND REPLACED, THE PIPELINES SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BY THE ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS REQUIRED. THE LINE SHALL BE FILLED WITH WATER AND ALL AIR REMOVED, AND THE TEST PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR THE ENTIRE TEST PERIOD BY MEANS OF A FORCE PUMP TO BE FURNISHED BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR MEASURING THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13 OF AWWA STANDARD C600-99, OR LATEST REVISION THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: L N D X P /2 TE 7400 L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR N = NUMBER OF JOINTS IN THE SECTION TESTED T D = NOMINAL DIAMETER OF THE PIPE IN INCHES P =AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE PLAN FOR TESTING TO THE D. THE CONTRACTOR MUST SUBMIT HIS L 0 LIRE ENGINEER FOR REVIEW AT LEAST FIVE (5) WORKING DAYS BEFORE STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND EQUIPMENT AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC TEST, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ANY DAMAGE TO THE PIPE COATING SHALL BE REPAIRED BY THE CONTRACTOR. LINES SHALL BE TOTALLY FREE AND CLEAN PRIOR TO FINAL ACCEPTANCE. E. THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE MUST BE PRESENT DURING TESTING. E. F. IF THRUST BLOCKS HAVE BEEN APPROVED FOR USE, THRUST BLOCKS SHALL NOT BE BACKFILLED UNTIL INSPECTED BY IRCDUS INSPECTORS. oW ADDITIONAL PRESSURE TESTING FOR POLYETHYLENE (PE) PIPES A. AT THE BEGINNING OF THE TEST PERIOD, THOROUGHLY CLEAN ALL NEW PIPELINES BY WHATEVER MEANS NECESSARY, INCLUDING FLUSHING, TO REMOVE ALL DIRT, STONES, PIECES OF WOOD, OTHER MATERIAL THAT MAY HAVE ENTERED THE PIPELINE DURING THE CONSTRUCTION PERIOD, AND ALL DIRTY AND/OR DISCOLORED WATER FROM THE PIPELINES. IF AFTER THIS CLEANING, ANY OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. ALL DEBRIS CLEANED FROM THE PIPELINES SHALL BE REMOVED FROM THE JOB SITE. B. ALL PE WATER MAINS SHALL BE FIELD TESTED. THE CONTRACTOR SHALL SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAUGES, PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. THE CONTRACTOR SHALL PRESSURE H TEST EACH WATER MAIN UPON COMPLETION OF THE PIPE LAYING AND BACKFILLING OPERATIONS, INCLUDING PLACEMENT OF ANY REQUIRED TEMPORARY ROADWAY SURFACING. C. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL WORKING PRESSURE AT THE POINT OF TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT LESS THAN 150 PSIG AND 100 PSIG FOR SEWER FORCE MAINS. THE CONTRACTOR SHALL PROVID TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE REQUIRED TEST PRESSURE. CORPORATION STOPS AT LEAST 1 INCH IN DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED AT EACH PIPE DEAD-END IN ORDER TO BLEED AIR FROM THE LINE. DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST OF THESE ITEMS SHALL BE INCLUDED AS PART OF THE TESTING. D. TESTING SHALL BE CONDUCTED AFTER BACKFILLING HAS BEEN COMPLETED AND BEFORE PLACEMENT OF PERMANENT SURFACE, E. ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST OF THE PIPE SHALL CONFORM TO PLASTIC PIPE INSTITUTE (PIP) HANDBOOK OF POLYETHYLENE PIPE; INSPECTION, TESTS AND SAFETY CONSIDERATIONS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OPERATING SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC TESTING, MONITORED MAKEUP WATER TEST, TABLE III, IS ON PAGES 24 AND 25 OF THE HANDBOOK. TEST AS DESCRIBED ABOVE. IF HE ELECTS TO DO THIS, HE SHALL SUBMIT HIS PROPOSED METHOD TO THE ENGINEER AND/OR IRCDUS FOR APPROVAL. a J. IF THE RESULTS OF THE AIR TEST ARE UNSATISFACTORY, AS DETERMINED I BY THE COUNTY, THE CONTRACTOR SHALL BE REQUIRED TO PERFORM i THE EXFILTRATION TEST AS OUTLINED ABOVE. Ii K. AT THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL 11 THOROUGHLY CLEAN THE ENTIRE INSIDE OF THE PIPE BY FLUSHING 1 WITH WATER OR OTHER MEANS TO REMOVE ALL DIRT, STONES, I' PIECES OF WOOD, OR OTHER MATERIAL WHICH MAY HAVE ENTERED DURING THE CONSTRUCTION PERIOD. DEBRIS CLEANED FROM THE LINES SHALL BE REMOVED FROM THE LOWEST OUTLET. IF, AFTER THIS OUTLET CLEANING, R MAIN, THEY SHALL BE REMOVED. AFTER I THE PIPE IS CLEANED AND IF THE GROUNDWATER LEVEL IS ABOVE THE PIPE, OR FOLLOWING A HEAVY RAIN, THE COUNTY WILL EXAMINE THE PIPE FOR LEAKS. IF DEFECTIVE PIPES OR JOINTS ARE DISCOVERED AT THIS TIME, THE CONTRACTOR SHALL REPAIR THEM AT HIS EXPENSE. L. UPON COMPLETION OF THE WORK, THE SEWER SYSTEM OR SELECTED SECTIONS THEREIN SHALL BE SUBJECTED TO A FINAL TEST AND INSPECTION. ALL WORK IN THE SYSTEM OR SECTIONS THEREIN BEING TESTED SHALL BE COMPLETE, CLEANED AND READY FOR USE. TESTS i SHALL BE AS SPECIFIED HEREIN AND SHALL MEET ALL REQUIREMENTS AS j TO LINE, GRADE, CLEAN LINES, INFILTRATION, EXFILTRATION AND WORKMANSHIP. i M. INSPECTION OF MAINS SHALL BE BY USE OF A SELF—CONTAINED TELEVISION SYSTEM AND LAMPING UPON SATISFACTORY COMPLETION AND ACCEPTANCE OF FINAL ROAD BASE MATERIAL. THESE FACILITIES SHALL BE PROVIDED AND OPERATED BY THE CONTRACTOR AS i SPECIFIED BELOW: THE CONTRACTOR SHALL PROVIDE THE IRCDUS WITH VIDEOTAPE I RECORDINGS, ON VHS FORMAT, OF THE INTERIOR OF ALL MAIN LINE GRAVITY SEWERS AND THE INTERIOR OF ALL SEWER LATERALS I T E TAPES SHALL BE CONTAINED IN A APPROVED CARTRIDGE TYPE I CONTAINER. THE TAPES SHALL BE RECORDED BY PULLING A TELEVISION CAMERA THROUGH THE LINE ALONG THE AXIS OF THE PIPE. THE TELEVISION EQUIPMENT SHALL CONSIST OF A SELF - III CONTAINED CAMERA AND A MONITORING UNIT CONNECTED BY A I COAXIAL CABLE. THESE RECORDINGS SHALL BE DONE DURING THE INSPECTION OF THE MAINS. MONITORS SHALL BE AVAILABLE TO THE ENGINEER AND OWNER DURING THESE INSPECTIONS. 1 MONITORS SHALL ALSO BE PROVIDED WITH A "POLAROID" TYPE CAMERA SO THAT AS MAY BE REQUESTED BY THE ENGINEER, PHOTOGRAPHS SHALL BE MADE OF A PARTICULAR PORTION OF THE ] MAIN BEING VIEWED. THE TAPES SHALL BE PROPERLY EXPOSED AND THE CAMERA SHALL BE IN PROPER FOCUS SO THAT GOOD, CLEAR RECORDINGS SHOWING DETAIL ARE PRODUCED. TAPES SHALL BE IDENTIFIED BY AUDIO RECORDINGS NOTING THE I MANHOLE NUMBERS, DISTANCES TO SERVICE LATERAL '. CONNECTIONS, DIRECTION OF LATERAL CONNECTION, AND ANY I LEAKS, CRACKS OR PIPE DEFECTS. EACH CARTRIDGE SHALL BE ' CLEARLY MARKED AS TO THE CONTENTS AND NUMBER, WITH AN INDEX OF ALL CARTRIDGES. VIDEOTAPES OF THE COMPLETED MAINS SHALL BE DELIVERED TO IRCDUS. THE CONTRACTOR SHALL Il PROVIDE ANY ASSISTANCE REQUIRED BY THE IRCDUS OR THE rI ENGINEER OF RECORD. GENERAL DESIGN DATA GRAVITY SEWERS D. PROJECTIONS OF AVERAGE DAILY FLOW SHALL BE MADE USING A PER CAPITA SEWAGE FLOW OF 100 GALLONS PER DAY AND IN ACCORDANCE WITH INDIAN RIVER COUNTY ORDINANCES. PEAK HOUR (DESIGN) FLOWS SHALL BE ESTIMATED USING A PEAKING FACTOR AS OUTLINED WITHIN RECOMMENDED 10 STATE STANDARDS FOR WASTEWATER FACILITIES, LATEST EDITION. E. ALL SEWERS SHALL BE SIZED TO PROVIDE AMPLE CAPACITY FOR PEAK DESIGN FLOWS. THE MINIMUM ALLOWABLE PIPE SIZE SHALL BE 8" FOR COLLECTION LINES AND 6" FOR SERVICE LATERALS. SEWERS SHALL BE DESIGNED AT SLOPES PROVIDING MINIMUM VELOCITIES OF 2 FEET PER SECOND WHEN FLOWING FULL OR HALF —FULL, USING THE MANNINGS ROUGHNESS COEFFICIENT (n) OF 0.013 FOR DUCTILE IRON PIPE AND 0.012 FOR POLYVINYL CHLORIDE PIPE. IN GENERAL THE FOLLOWING MINIMUM SLOPES SHALL BE PROVIDED FOR SEWER SIZES 8" TO 36" OR APPROVED BY IRCDUS: DIP PVC PIPE DIAMETER n = 0.013 n = 0.012 .I 8 I . 0.40% 0.34% 10 I . 0.2879 0.24% 12 1 0.22% 0.197. 15 i 0,15% 0.13% 18 0.12% 0.10% 21 i 0.10% 0.09% 24 i 0.08% 0.07% F. MANHOLES SHALL BE INSTALLED AT THE END OF EACH LINE, AT ALL CHANGES IN GRADE, SIZE OR ALIGNMENT, AT ALL JUNCTIONS (EXCLUDING SERVICE LATERALS) AND AT DISTANCES NO GREATER THAN 400 FEET APART. G. SEWER LATERALSI SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES UNLESS APPROVED BY IRCDUS. IRCDUS WILL DIRECT INDUSTRIAL WASTEWATER INTO MANHOLES ON A CASE —BY —CASE BASIS. H. GRAVITY SEWERS MUST BE INSTALLED IN FRONT (UNDER DRIVEWAY/ ROADWAY PAVEMENT) OF NEW BUILDINGS AND/OR UNDER ROADWAY PAVEMENT IN DEDICATED RIGHTS -OF -WAY, ALL ACCESSIBLE TO MAINTENANCE EQUIPMENT. I. GRAVITY MAINS SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM ANY EXISTING OR PROPOSED STRUCTURE (WALLS, TREES, TRANSFORMER PADS ETC.) A. A MANHOLE SHALL BE CONSTRUCTED 20 FEET UPSTREAM OF THE LIFT STATION. THERE SHALL BE ONLY ONE PIPE CONNECTION FROM THE MANHOLE TO THE LIFT STATION. THE PIPE BETWEEN THE LIFT STATION AND THE MANHOLE SHALL BE SDR-26 OR C-900 PVC PIPE. UNLESS THE DOWNSTREAM INVERT IS Z6 FT BELOW GRADE IN WHICH CASE DUCTILE IRON PIPE WILL BE REQUIRED IN ACCORDANCE WITH THESE SPECIFICATIONS. B. ALL SANITARY SEWERS SHALL BE CONSTRUCTED AS REQUIRED BY THE IRCDUS DESIGN TO BE DONE ACCORDING TO RECOMMENDED 10 STATE STANDARDS FOR WASTEWATER FACILITIES, LATEST EDITION, AND CURRENT REGULATORY AGENCY REQUIREMENTS. C. GRAVITY SEWERS SHALL BE DESIGNED FOR ESTIMATED PEAK FLOW AT ULTIMATE DEVELOPMENT, WHICH SHALL BE THE PRODUCT OF A SELECTED PEAKING FACTOR AND THE PROJECTED OR KNOWN AVERAGE DAILY FLOW AT ULTIMATE SYSTEM DEVELOPMENT. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-4,32-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. EARTHWORK AND BACKFILL A. EXCAVATION FOR UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE ADEQUATELY GUARDED WITH BARRICADES AND LIGHTS, SOAS TO PROTECT THE PUBLIC FROM HAZARD. STREETS, SIDEWALKS, DRIVEWAYS, CURBS, PARKWAYS AND OTHER PUBLIC PROPERTY DISTURBED IN THE F WORK ASATISFACTORY COURSE O THE 0 SHALL 8E RESTORED IN A MANNER TO THE IRCDUS AND/OR PUBLIC WORKS. B. FOUNDATION MATERIAL USED FOR PIPE BEDDING, FROM A MINIMUM 6- INCH DISTANCE BELOW THE PIPE INVERT TO THE BOTTOM 12 INCHES ABOVE THE TOP OF THE PIPE, SHALL BE BANK RUN SAND AND GRAVEL. C. ALL GRAVITY SEWER INSTALLATION PROCEDURES MUST BE IN ' ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. ALL GRAVITY SEWERS AND FORCE MAINS SHALL BE INSTALLED TO HAVE A MINIMUM DEPTH OF 36 INCHES. INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. A MAXIMUM TOLERANCE OF 1/2" DIP WILL BE ACCEPTED IN GRAVITY SEWER CONSTRUCTION. A 2-INCH WIDE MAGNETIC I.D. TAPE SHALL BE PLACED CONTINUOUSLY IN THE TRENCH OVER ALL PIPES, 12-INCHES BELOW GRADE. 1. TRENCH - TRENCH WIDTH SHALL BE KEPT TO A MINIMUM NECESSARY FOR INSTALLATION OF THE PIPE, AND SHALL COMPLY WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED UNIFORMLY TO MATCH THE SLOPE OF THE PIPE. 2. BACKFILL - ONLY GOOD QUALITY BACKFILL, FREE OF STONES, HARD PAN MATERIALS, ROOTS, ROCKS, BROKEN CEMENT OR OTHER DEBRIS THAT MIGHT BE DAMAGING TO THE PIPE, SHALL BE USED. BACKFILL SHALL BE PLACED IN THE TRENCH IN UNIFORM LIFTS OF 12 INCHES. 3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. BACKFILL SHALL BE COMPACTED IN 12 INCH (MAX) LIFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM COMPACTION OF 98 % OF MAXIMUM DENSITY IN ROADWAYS, SHOULDERS AND EASEMENTS, IN ACCORDANCE WITH AASATO SPECIFICATIONS T-180 AND ASTM D-2167. 4. DEWATERING — CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL —POINTING WILL BE REQUIRED AS NECESSARY. ALL WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK SHALL BE CONTAINED, COLLECTED AND PUMPED TO SUITABLE PLACES FOR DISPOSAL, AS PERMITTED BY LOCAL AND STATE REGULATIONI 5. SHEETING I SHEETING AND SHORING SHALL BE INSTALLED AS MAY BE NECESSARY FOR THE PROTECTION OF THE WORK, PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES, AND THE SAFETY OF EMPLOYEES. SHEETING AND BRACING SHALL BE UNIFORM TO OSHA REQUIREMENTS. D. INSTALLATION OF FORCE MAINS (SEWER OR REUSE WATER) SHALL BE IN ACCORDANCE WITH AWWA STANDARD C-600 AND THE INSTALLATION SPECIFICATIONS FOR WATER LINES IN THE WATER DISTRIBUTION SECTION, I IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. A 2-INCH WIDE MAGNETIC I.D. TAPE AND TRACER WIRE SHALL BE PLACED CONTINUOUSLY IN THE TRENCH OVER ALL PIPES PER DETAIL M 14, 12 INCHES ABOVE PIPE. 1. TRENCH -'TRENCH WIDTH SHALL BE KEPT TO A MINIMUM NECESSARY FOR INSTALLATION OF THE PIPE, AND SHALL COMPLY WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED UNIFORMLY TO MATCH THE SLOPE OF THE PIPE. 2. BACKFILL ONLY GOOD QUALITY BACKFILL, FREE OF STONES, HARD PAN MATERIALS, ROOTS, ROCKS, BROKEN CEMENT OR OTHER DEBRIS THAT MIGHT BE DAMAGING TO THE PIPE, SHALL BE USED. BACKFILL SHALL BE PLACED IN THE TRENCH IN UNIFORM LIFTS OF 12 INCHES. 3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. BACKFILL SHALL BE COMPACTED IN 12 INCH (MAX) LIFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM COMPACTION OF 98 % OF MAXIMUM DENSITY IN ROADWAYS, SHOULDERS AND EASEMENTS, IN ACCORDANCE WITH AASATO SPECIFICATIONS T-180 AND ASTM D-2167. 4. DEWATERING - CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL -POINTING WILL BE REQUIRED AS NECESSARY. ALL WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK SHALL BE CONTAINED, COLLECTED AND PUMPED TO SUITABLE PLACES FOR DISPOSAL, AS PERMITTED BY LOCAL AND STATE OR WATER MANAGEMENT DISTRICT. 5. SHEETING I- SHEETING AND SHORING SHALL BE INSTALLED AS MAY BE NECESSARY FOR THE PROTECTION OF THE WORK, PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES, AND THE SAFETY OF EMPLOYEES. SHEETING AND BRACING SHALL BE UNIFORM TO OSHA REQUIREMENTS. • a 4% 0 O Lo 0)cV " VJ W O (D m O I— -� Q -.> Z V z Ur ) w 9 M ty U)� N N �,. W (1)c - s, Z I— Z () < o r-- V a z U O W Qo o Z0 CA W � OL N z -i4 � 0 D IV o � (f) Q :If V z I m 0 =' wU>W> In ° (1) W W Z � ,I > ,J O Z III W Z o0> m K 2 v T Q ::) Z to 2 O N O _ / w z F_ 0 W f_ PP�� VJ U_ OQ LL W 3: W W [. V/ Q 0 0 OO w C9 `__ " i Z W Z W H Q WWm W I I O f— 0 �- U ❑ AAnav J. EOWLES FL PE /55M ❑Eon► FL PE f 64745 DATE `2 1 , uo� 1 6 OF 16 06-295 !J vv - vv vv T...Ljalw. a a e escrnp ion o evision Ij - ..,.::.. Uxft a = Avarua q t� M I I FM pums n 9l}m T11J1t7 tOIH 100 Avenue A, Suite 2A, Ft. Pierce, Fl. 34950 772-487-1301, Fax 772-467-1303 L,anaPlan lan � / 2 it Key Description Qty. Pecan to be Preserved 0 Pecan to be Removed 1 Oak to be Preserved 0 Oak to be Removed 5 Pine to be Preserved 12 Pine to be Removed 98 Palm to be Preserved 29 Palm to be Removed 80 Number of trees Description ". (Credit) Tree credit 1 Over 4' - V (2) 0 4 Over 10' - 20' (3) 12 1 Over 20' (5) 5 Tree Credit 17 I a Scale: t=6Comment•-0' 1 05.10.07 Revisions to Comment Letter dated 0410.07 ®1998�"�''� Development Team: A ,�Luddo & Associates, P.A. Drawn by. BN 2 8.15.07 Revisions to Comment Letter dated 8.01A7 UMO&ASMAM I-A� 00 Omwm PakW^ &M 1eo Rmxonot I"M D>s""04*ft e..a► R 334s � Checked b GB 3 9.9.07 Revisions to comment Letter dated 9.9A7 oauseormwenr�a� E Y Lana Planning/Landscape Aicluted e • moomw wrnm 240141h A%*" CADD No., B06-07 4 1.20.09 Revisions to Comment Letter dated 113.09 v� LZc. #LC— 0000335 o �/ Date: • 062t06 No. Date Descxi tion of Revision 60 30 60 100 Avenue A. Suite 2A, Ft. Pierce, Fl. 34950. 772-457-1301, Fax 772-467-1303 p L„dao a AftocMft = Avwm A subs 2A Fart PWM FL 34M M 467--1901 �. � eau- ���= �� � �. • • • - • • • 'r TEN N111, r r � , r � � �� � � � +�\ilk � `dr' O /�'Qy . «• �• �.�GII\� � 1."„• �1R~fit • A `• tl r. _ ��:�� ��� is--�—,>� �► ��r�� ,• �� a ,,,,;.::_ _ m IRC FD, Sr PROP05ED 4 W I La baos , . I CONCRETE WALK ( P: O OS L ! v PR P ED RE TED ! 6 m / . 4 O ' I RETENTION AR .. ., RETE T S 0 • _ r +/- 1.53 AC. Act nr W / ! r m / � C ET Gi The Pointe a t Chess er's Gap City of Sebastian Mitigation Plan � Sheet 2 of I �I d� ...,. -, . v 9 BASF T Efl(y _ , r ,- N89 3y'J�"E 350.00' r I -- _ (OCCUPIED) NORTH LINE OF TH f(�ORTHEAST QUARTER OF SECTION 13-31-38` N00'05'36"E _ice t21.6 4.04' XIMATE TO��N�- t220 ' NORTH LINE APPRO0 _ F1 Ij HARBOR POINT >A�rltoxiMgtE roe or 21.4 I SUBDIVISION I I I, PHASE 1 I LAKE ##21.0 ;I 21.5 (�Tl;,jjj�'� � iG� ©fit s �^1.5 �•, \�• �5.�11. J1 tldtl�ll ells tT V,JId i�lC 21.8 +17 fin♦ Z 117�'��jr}()� 1� 1(•���j'7�� 76 21 �"\ +230 (O(CC M1ED) ,(/ \` \ +22.0 ' � `\ II _`` � A V,�Ils1� 1_lJl l��I���JIl!/Ji.al��� �� 6 "�i _ EXISTING LAKE - AVERAGE WATER / \� , 1 r -ram- +22.0 +1s.s " �\ r +2rJ6 ,-� \"\R ELEV.c 17.6 1.5 / 2201 +22.2 6 1 +2t. +20.1 N47 4-22.2 +23.0�L 21.7 ,�� ., /� . + ... \ \'�` X '\ + 2.s / G 1 +21.D 421.9 r \ +2343 2 �\\ \ Qj \ �i �\\\ t22.J �/ i>1\ �, � q �i11 WETLAND NOTES EXISTING WETLANDS WILL BE FILLED PURSUANT TO THE APPROVAL FROM SJRWMD UNDER PERMIT NO.40-061-18771-3. THERE WERE TWO LOW- QUALITTY WETLANDS, WETLAND #1 AND WETLAND #2, WITH A TOTAL AREA OF 9,872 SF THAT WILL BE FILLED. A PORTION OF WETLAND #2 LOCATED ON THE ADJACENT, VACANT PARCEL WILL BE FILLED BY THAT PARCELS LAND OWNER. PLEASE REFER TO THE ENVIRONMENTA ASSESSMENT REPORT BY ECF FOR FURTHER DETAILS. +21.5 t21.22$ ': +21.5 /V'� / i ��� 1.5 32 I Ij fk j i7i/ M +22.2 t21.8 _ Q �` ✓ �\ `+21.4 N( \ �I / +22.0i�\ +2z y"-" +72. `,.�. / +� C/7 / +2L4 i +222 6 1 BVILDING 1g +21.5 I +22. +22.6 1 421.) I c, 23.53+. ` �:;.. \ \ +-2Z.3 { IT I N G WT_L�AI'�J ;B D I O F I lL D --�-- 1 { +21.2 22.4 G \ \ ---1---- 1----� ' + \ +21.6 +21.7 / 22.0 121,�/ { 2J6J+, \J� i14-224 s� �' _ _'Li G1w 3� q � 1 04 V -T , I I�144 427. 1 \ .\Y,i +22.3 �i \�i / �iK1-4 / ' \ J' 2z `% ` 7.0 -� i \�.\ i Fos J _, �_- - - i i' e 1� iK2-9 \ �Y f i x" I • , • • /• C= - +22. I ! F`� f 'fs ii .\ ,•,•;•,. /-.i T I I U It Ji b 11Jl 11E +23.. iK2-10,. �� ` 100 +21.7 `��\ it OC�CC;UPBED) tK2-12 wt2-» v PROPOSED RELOCATED ,'+:o.'z• +22.3 / .��: ---� WET DETENTION AREA rr` _ ►KI-B -2 U / -- i 2 +220 + 1.56 AC. i Htf-7 LAKE # 1 +22.6 � 22.1/ 1 _ O J KLt-, � � 4 8 • 1 22.3 J \- 1 a m /�S \ +22.J •�• Mi S i F \ 9 ` ' �' 22.0 - F_C9 wil +2241 A4(0511 ugcl U'J[JE 1' ,xo ]i / \ _/7 0 f: �ri.�►� �` t22.7 t27.7 {' �/O_It Pc�rCel 'A K2-1 -36 4-50 5f. LAKE #2 I�t +21.8 I \ \ +22J F,C1 FN Tin C?l 7 y ,.- CC p-22 3.73\ J �J, / c� / •..i , =� j; ` "". 21`..^✓ \"` =• f�.. � � l 1 1 +2�T-- _ 1�i 1--•--•, 21.3 it I- -3.33� `� D \ •. "," ti' \ Y. :.. �. L \3.00 y' •` EXISTING 1 _15, t �.8 / `. `�, / 7 1,0 I CONC. 11EA tWAI{. / / J 1 +21.6% `L -- --� --- ,t� 1 �< \• J f aYZ7_ + . n(P . / 1° +2. \ :3.O,x IF, J, \22.5 i \ `� - / vim. 423p1 8� 20 TILITY EP,SE�9ChIT \ \ �XtSTiNG 1'xl�� 1 (- _-- b \\ Of?AIh1-AGE; U-- -----..-...... � � 00 17.2� y / qt(: • (EAr1N1,11.. `''Y, , ., I \\"`»..� \`'tom\ / �:-• 11� � ,., .•, � I \` -�L . -.. \`- `` / // �! - /LAG � ��'�- ._..._.. > ._ - --' �-- ~�• I \ 3.1.525 \ 1/ ` - fr +7.1.51 op, J l/ 23.4 \ l f 1 �-.•\ I, f\\ \ +2 J 49 52 �/ nnO�dCE a I'/�/(j 3 / �`' 4.21.4 j l)t`` .,.23 30.+�3.47 a�f"'T�\.-^ ll.l1 \ �., 3.30 �\ 3.10 AM) 08/ LEGEND \` 2322 \V '�_ i`» J I y `vll /N l � +210 ~ �� ' ^ 17 ZZ86',\.glz2`sa` 1 `` "` ` � I1 / . G 5 j T.h 1 7.313 \�+2275 --+ 3J9 EXIST. WETLANDS TO BE FILLED � �-�•� � 1{4,�� "� �Y \_\ '� 2333``�1� �` \'O�_ 1 I 1 •t I� I `'\Q ��`z?3.27 �` K \ 1� 4` �` j i �i +27_.1 jl EXIST. POND TO BE FILLED 44 �` \ �.,\� az1.5 ... T �� 123.29 // 1 D -27 - ---i* 394 +23.4- I 36 AREA OF EXIST. POND TO BE MODIFIED ! 39 LF 36" RCP --� -`^f27 j9 - TYi'' _ aI1 a P.O:C. - --_. TO NEW POND TOPOGRAPHY AS DESIGNED , +aj.d=T3Lf� ------- , " ) J,9 LF 7.4" RCP-- -� � -•---.� __`--Y�.,. 3 .�. a7; R1 . ?JJ9 59 i t 2" 70 ~n. GRAPHIC SCALE I I t1�' 1,.,. jj _ _ ���.� _ •_ _ --- - - eo o 30 so 120 240 N ►y^ ; - - J 1. I C. t 1;' Av L L i f 46" CAIN FEET MP ,j 1 inch s 80 i ` ' r, �48' CUP , t� 1NV CL. =16.86' ; .Il, N l' It ' ; LAKE3 WETLAND MITIGATION PLAN.' ,'t 5.7X4. _^ - COrJTFOI 57'T(/C111RE' 70P El.. =22.09' # 1� 1 4.4X3.3' - GRATE EI_.=-2207' ! 2;r4' SLOT - f_'1..=20.15' , .5.5' vm. Rawn ORIFACE" INV. cL. = 18..97,.1 AI 1 1 + 5 /NV. a.(?_4" RCP)=IR.96' q1" 7't l ; BOTT. Fl_. =18.14' n5 EX1,17NG 49 LF" OF 24" RCP y. n U1/TFALL P4111A rtCP N IN EL.=172T 0 �I 1 l PLEASE NOTE THAT THIS PLAN :REPRESENTS INFORMATION FOR WETLAND MITIGATION ONLY. ALL ON -SITE AND OFFSITE IMPROVEMENTS ARE NOT SHOWN ON THIS PLAN. PLEASE REFER TO ACTUAL CONSTRUCTION DRAWINGS FOR ALL OTHER OTHER IMPROVEMENTS t 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. q� o W W O V C � � 3 d to N U 2 2 zz a 4 ® M d• � c0 cfl _ 00 LO LO 0 N N m?wll W t(00 (0I-'- Z � Q ■ z Q o U- (0 W n Z W Z LL � Q V 0- ZZo e W W Q Z 06 W< Z Ll 0 G U 3 V Z Q w J I m WO U >W> rn W (n w W Z J O Z W W � Z 005 M Z QVi � 0Z"' Z O F V Z J Z h W J a 0 WV Z pW Z � Q Q W WLd W 0U- 0 SHEET EX 1 VAN 2109 OF V 06-295 i ... AFFROXII-dA'IE •fb?, CX- OANK-_.-._.-_-._�__'-._._--i I! �i a 1 1 i rP i APhROXIIAA'IE f:UG£ "�----_201041A_-•E T01' �FA,�t, PPa0ar7.1.4'IE ED(X pF WAifR` _ l I � EDGE OF WA.1t.1< W _ . -_ _ __ _ /• � (3/24/00 L Ld z EXISTING LAKE - AVERAGE WATER ,\ti C e l ,� r BAR ,A` .� \ `tom , ; \_`�.�C� / \\ ♦ 4 a J �',.�� %% �"` % Cif / 1 ./-���• _---.jr -- ----- �. / � , \\ --\ 1' IX ♦ `,\ >,� y. �.� /` , / �; / ,, \` \.. � ` I ...."�" L.�._.__.C.<:.r.�1...f OU N D 11 N E N .; / % ✓ ,.,` / \, i I i i I i FOR 1 28 AC/CON NC 47.0 � i is I (A. I. t ,;Y- --- / I PROPOSED RELOCATED , RETENTION AREA 0 _ - ►= ; PROPOSED AREA TO 4• - �.` ~ ♦ / ; _•�0 { (il.It furl el "A" l 36,450 sF. 7. cn /. ' )/ �. 1 20' DRAINAGE/UTILITY EASEMENT C C8') / / t / 3 / o � E3l/,li0 N L , 1 EXISTING jr 24' HEADWALL W/2 54"RCP a INV.-15.3 I Z TOP WALL-20.62 a , j GRAPHIC SCALE j 1.28 ACRE CONVEYANCE PLAN i N eo o ao eo tso 240 » - 60' - 0» I 1 c IN FEET 1 inch = 60 it, I �cq 0 i j. LEGAL DESCRIPTION: (POND CONVEYANCE) A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 31 SOUTH, RANGE 30 EAST, CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST END OF THE NORTHERLY RIGHT OF WAY OF SOUTH FLEMING STREET, AS SHOWN ON THE PLAT OF CHESSER'S GAP SUBDIVISION PHASE 1, RECORDED IN PLAT BOOK 13. PAGE 76. OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. THENCE N82'42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY 162.88 FEET, TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID NORTHERLY RIGHT OF WAY, ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 600.00 FEET AND A DELTA ANGLE OF 11'00'00", 115.19 FEET; THENCE N71.42'25"W, ALONG SAID NORTHERLY RIGHT OF WAY, 530.00 FEET; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY, N20'43'45"E, 272.62 FEET; TO THE POINT OF BEGINNING; Ii THENCE N69'16'15"W, 31.09 FEET, TO A POINT OF CURVATURE; THENCE NORTHWESTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 60'46'42", 12.73 FEET; THENCE N08'29'33"W, 96.19 FEET, TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 56.37.16", 11.86 FEET; THENCE N48'07'43" E, 108.25 FEET, TO A POINT OF CURVATURE: THENCE EASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 46'10'19", 9.67 FEET; THENCE S85'41'58"E, 132.43 FEET, TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 33-24'01", 7.00 FEET; THENCE S52'17'57"E, 74.90 FEET, TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 69'46'15 14.61 FEET; THENCE S17'28'18"W, 191.35 FEET, TO A POINT OF CURVATURE; i THENCE SOUTHERLY, WESTERLY AND NORTHERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 12.00 FEET AND A DELTA ANGLE OF 90'37'06", 18.98 FEET; THENCE N71'54'36"W, 100.30 FEET; THENCE N69'16'15"W, 81.67 FEET, TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 55.753 SO. FT. (1.28t ACRES) AND IS SUBJECT TO RESTRICTIONS, RESERVATIONS AND EASEMENTS OF RECORD. THE 1.28 ACRE AREA SHALL BE CONVEYED TO THE CHESSER'S GAP SUBDIVISION PROPERTY OWNER'S ASSOCIATION, INC.1 THIS SYSTEM WILL BE PART OF THE OVERALL CHESSER'S GAP, MASTER STORMWATER SYSTEM AS PERMITTIED UNDER ORIGINAL SJRWMD PERMIT NO. 4-061-18771-1 AND AS MODIFIED UNDER PERMIT NO. 4-061-18771-4. i i I LEGEND: V 1.28 ACRE CONVEYANCE AREA I' i I I 48 HOURS BEFORE DIGGING CALL TOLL FREE 1--800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. ❑ BRUCE A. MOIA, FL PE #47529 ❑ AARON ✓, BOWLES, FL PE #56= O 1 Q � O i 001111 1 W O U m W O U 0_ aN M It to co c0 _ O p LO oN I 0) N W o m :II to r- ■ z Q CO U N_ 4M LJ _04 - � Z �~ W rcl W W Z o LL C� Q a ZZ0 W Q W +� o W co z N W �No J IL Z Z0 _NO � W w U W> w W z J z w W = Z 0 z Q -::J)�/� OZ O N Z w °' (),00W Uv Z 0 N .w `- Z 0 0 0 W w� U/ z0� w 0CL � Q WWI 3 = W I- 0 `L_ 0 C) SHEET EX 2 OF 3 06-295 so, RIGHT-OF-WAY 6' 2' 2' f IDEWALK OPEN SPACE VARIES 'F� C RB 12' LANE 12' LANE 12' LANE �F' CURB OPEN SPACE VARIES 2.00% i 0.50% 1-112" PAVE 0.50% J —r 2.000% 2. 00% 4444 \} .. /y \ \YT� ,% ..lJ� \Y\�\l \�\ �\sa .;s.\ �,,�/iyil�lr� TYPE CURB (TYP) �••` CURB (TYP) 6' LIMEROCK BASE (PRIMED) " STABLIZED SUB -GRADE COMPACTED TO 98% MAX. COMPACTED TO 98%MAX. DRY DENSITY AS ESTdBLISHED DRY DENSITY AS ESTABLISHED BY AASHTO PROCEDURE BY AASHTO PROCEDURE T-I80 T-160 (LBR 100) (LBR 40) EXTEND 0.5' PAST BACK OF CURB TYPICAL ROADWAY SECTION A -A SCALE: I"=10' to rn N I t0 Q 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. A PROPOSED TYPE "F" CURB (TYP.) RESTORE ALL DISTURBED AREAS WITHIN RIGHT OF WAY WITH SOD. Imo... ......_ EXISTING 80' RIGHT-OF-WAY EXISTING 2' '' EXISTING EXISTING EXISTING 2' EXISTING OPEN SPACE VARIES FCURB 12' LANE 12' LANE 'F' CURB EXISTING OPEN SPACE VARIES ol ll' 1 ±23.6 EXISTING GROUND //./\�`J\\ `T�%9' �:y, `Ci\%' Y/J\y x / ` :J•`J�� \✓� !�% %S'i�l:j\;;�i[`JT7t9csr.ve+.. TYPICA 6' SIDEWALK--/ MATCH EXISTING GRADE i NOTES: 1.) ALL ROADWAY CONSTRUCTION TO BE IN ACCORDANCE WITH FDOT STANDARDS I 2.) CONSTRUCTION REQUIRES ROADWAY IMPROVEMENTS AGREEMENT WITH CITY OF SEBASTIAN. O L E1CI S TING d T N M d u7 (0 ±23.6 SPEED LIMIT GRAPHIC SCALE ROADWA Y SECTION 30 0 15 30 60 120 SCALE: I"=10' a I a *DESIGN SPEED 35 MPH W/ RESTRAINTS - - (V o (INy FEET).. N m > 11 11 2 Z O 1 INCH = 30 FT. a I- a Z a) W Qa W F- 4121.3 f2 fit 4 d� NN z Z LL 1-22.0 _ — ----- -- Z o vi /2 6 y W — ICD -�4 tEMOVE,EXISTING CYJRB AND / `� ���� - -. - ,—�---- -- _ Z 06 N :DGE OF PAVEMENT' WITHIN 0,0-) �� 'ROPO MPROVEMENTS. ,�,`._N< TSQ ` J 0 4-21.�a L` AC)/ n , w> Ir Ill +21.4 w 94 - W I wf. -I _. 5 +2 ; 23.47 -ter ' f T l w 7C - ISTUR ED RESTORE ALL 0 > RELOCATE EXISTING-- AREAS WITHIN / - C9 Z < U 25 34''WHIT CURB INLETS TYP. RIGHTS OF WAY WITH/ SOD. - m � F STOP BA\`\ `- / r/ a 21. a REMOVE EXISTING OURB AND / /~ / O z u, (TYP.) / - C� 0n O EDGE OF -PAVEMENT' WITHIN / ( _� O c`t�l ` ' 4 13 �;�•�l a ,/:� PROPOSED IMPROVEMENTS. \ /1/J / c N _ PROPOSED/ 22 , ^ PE -F--,CURB (TYP.) / !.22. 3 PROPOSED CROSSWALK PER 23.06 �; �' 3.3 (�� .` I ?3. i FDOT INDEX # 17346. /,13 � . -• � -_ '5 lot 1 � 18 YELLOW LINE 0 45' ANGLES AT EVERY 10'180, n / 6" DOUBLE YELLOW LINE (TYP.) W RELOCATE EXISTING rlptV If6'r. I CURB INLETS (TYP.) ' i ��a>_.. _ Y p o - �•• / / PROPOSED TRUNCATED LIMITS OF CONSTRUCTION �. / LL OMES PER FDOT A*,l ' SAW CUT & MATCH / U. INDEX 304. EXISTING EOP. I # 6' SIDEWALK I -..,. 4 _ ._- RESTORE ALL DISTURBED a2 T.29 ' AREAS WITHIN 11 RIGHT OF WAY WITH SOD. �Z3.19 �jC \, ` 1 :'. 4 1' '-2.3.1s3 O I I I OFFSITE IMPROVEMENT PLAN i CL Q -` - - - - ON RAMPS THAT ARE PERPENDICULAR WITH ' < <0 » _ ° THE CURB LINE, THE DOME PATTERN SHALL SCALE 1 — 30' BE IN -LINE WITH THE DIRECTION r i E D ECTION OF TRAVEL. I�,! ON THE RAMPS INTERSECTING CURBS ON A w OJ RADIUS, THE DOME PATTERN SHALL BE IN -LINE WITH THE DIRECTION OF TRAVEL TO `/ J 1.6" MIN. THE EXTENT PRACTICAL. < 2" 2.4" MAX. — EDGE OF DETECTABLE WARNING 1 VJ MATCH EXISTING GRADE SAW -CUT EXISTING ASPHALT AT SAW -CUT N r� EXISTING ASPHALT Vl fi M A PAVEMENO. ,ASPHALT 1 O 0.9" MIN. 0.2" t 0.02" W Z 1.4" MAX. TRUNCATED DOME i INTEGRAL DOME TdN7frII - --o O o (- m 1 < z x CO rMo a w ILL.-O N - -O O O THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM OF 50% PAVEMENT SAW -CUT AND BUTT JOINT AND A MAXIMUM OF 65% OF THE BASE DIAMETER. } N.T.S. (ALTERNATE) TRUNCATED DOME v SLOPE / PLAN z ., e-. •, . O O O O ❑ AARONE J 5 BOWLES - '—x .. . X x . sc 'x . x' ° 3 BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES. ❑ ROBERT E. LEON FL. P.E.#64745 PLAN VIEW 6x6 W1.4/W1.4 WWF D,j OR FIBER MESH ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WARNING SURFACES THAT EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24 INCHES (610 MM) FROM THE BACK OF CURB. SHEET CONCRETE SIDEWALK DETAIL N.T.S. CURB RAMP DETECTABLE WARNING DETAIL N.T.S. EX 3 OF 3 06-295 li�l���' ��� �o�r�\��� -- � I�II��e����►�����11 ,� _ � - - - --���Iji�®1��iilj�i.. , _, �I __ . I _ II�I�tllt� I i _ •- �, l � •!., I •' ' 1r.® .ao�feeoa i.•�• .� ,r' b lraes��� f�� w.�. w -1f� �se�s ® ®ass.. .c�.w w � � _ w w�.es �w essc�a - '`•'` , � - • s: ■� .vs., .�e�l,a..,,.�' ■ lii i�i ilA■i1i11 i�o■ ' 'a.Y.. . _', - - - - - .mm�. -- - ..�.�. - �. a%k �'�� `� E i.. s :-vas_ I-�. wf� was w�. .,..® _ _ �w� - a i1�1 /fi\ 1='�� tee. ■■� MOON �� �s--a®��r'e'i _ = r�'� �s ra�rtras� ! 4 :::..rs►� Iwo •� s� races �a - f�tv�r , : e.- = IAA �...�. o r_ _ ®0� /!9■ nsa l _ yr it! ��� w.nvr�r �! � '! �' `•+'itf®3=. /■S ®ll� s:wlws� %ra'o /■/ w1s O�i1.Ir®r rm. 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