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Home My WebLink About2007 - Preliminary Plata e e a U C N 0 0 V) V, C O C ESGwB LO SAMA ROSA N E Y O T D 0 s PROJEC 0 SITEC D 0 InQ U o I H O T C. R. 512 Y � i T C 0 D \ a D VERO LAKE ESTATES D N O � 7 o [ 0 3 3 0 s U _ . O v r [ O C O yy L t a .. 0 E D O N 0 a Q DEVELOPER o.0 3 CRF PANTHER II, LLC 0 500 S. FLORIDA AVENUE, SUITE 700 LAKELAND, FL 33807 E PHONE: (863) 647-1581 o FAX: (863) 647-3992 CONTACT: WILLIAM REYNOLDS, JR. O E a L Q Q LANDSCAPE ARCHITECT in KIMLEY—HORN AND ASSOCIATES, INC. 0 =601 21st STREET, SUITE 300 N VERO BEACH, FL 32960 PHONE: (772) 562-7981 D FAX: (772) 562-9689 [ CONTACT: DAVID WOODWARD 0 elf V Lij ENGINEER KIMLEY—HORN AND ASSOCIATES, INC. 601 21st STREET, SUITE 300 0 VERO BEACH, FL 32960 o PHONE: (772) 562-7981 FAX: (772) 562-9689 m CONTACT: JARED C. HOCKENBERRY, P.E. D D U� > r SURVEYOR O v WILLIAM MOTT LAND SURVEYING, INC. 3716 N. ` WICKHAM RD, SUITE 3 a MELBOURNE, FL 32935 21 PHONE: (321) 751-4444 UFAX: (321) 751-4445 0 o CONTACT: JOHN M. MOTT, P.L.S. En Cr Qa N O O D BUILDING MANUFACTURER COCD RABCO P.O. BOX 27 OCOEE, FL 34761-0027 PHONE: (407) 877-0220 ° CONTACT: BUSTER OWENS 6 C C 0 E � U c o a L L ESTATES �7.-LOK _o MART U J U VICINITY MAP NOT TO SCALE LIST OF CONTACTS: STORMWATER ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PALM BAY SERVICE CENTER 525 COMMUNITY COLLEGE PARKWAY S.E. PALM BAY, FL 32909 PHONE: (321) 676-6631 FAX: (321) 722-5357 CONTACT: MARK CROSBY CITY OF SEBASTIAN STORMWATER DIVISION 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5490 FAX: (772) 589-5570 CONTACT: KEN JONES ENGINEERING CITY OF SEBASTIAN ENGINEERING DEPTARTMENT 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5490 FAX: (772) 589-5570 CONTACT: DAVE FISHER WATER AND SEWER FLORIDA DEPARTMENT OF ENVIRONMENT PROTECTION 3319 MAGUIRE BOULEVARD, SUITE 232 ORLANDO, FL 32803-3767 PHONE: (407) 893-3989 FAX: (407) 897-2966 CONTACT: DENNISE JUDY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES 1840 25TH STREET VERO BEACH, FL 32960 PHONE: (772) 567-8000 EXT. 1823 FAX: (772) 770-5143 CONTACT: GORDON SPARKS, P.E. PLANNING CITY OF SEBASTIAN GROWTH MANAGEMENT DEPARTMENT 1225 MAIN STREET SEBASTIAN, FL 32958 PHONE: (772) 589-5518 FAX: (772) 589-5570 CONTACT: DORRI BOSWORTH FIRE PREVENTION INDIAN RIVER COUNTY FIRE PREVENTION 1500 OLD DIXIE HIGHWAY VERO BEACH, FL 32960 PHONE: (772) 770-5121 X3807 FAX: (772) 770-5117 CONTACT: DARCI KREINBRING ELECTRIC FLORIDA POWER AND LIGHT 3301 ORANGE AVENUE FT. PIERCE 34947 PHONE: (772)489-6204 FAX: (772) 489-6266 CONTACT: DENNIS G. PAGANO CABLE COMCAST 940 12TH STREET VERO BEACH, FL 32960 PHONE: (772) 567-3473 FAX: (772) 567-1142 CONTACT: CRAIG BOWERS TELEPHONE BELLSOUTH 3300 OKEECHOBEE BOULEVARD FT. PIERCE, FL 34947 PHONE: (772) 460-4455 FAX: (772) 466-5651 CONTACT: KIRK WALKER S = 3AST A - C BOSS VGS CO VI Vi = 9C A _ SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA 32958 SUBDIVISION CONS I RUCTION PLANS - PHASE II SEC. 22, TWP. 31 S, RNG. 38 E PREPARED BY: �.. ire Orn and AInc. © 2007 Kimley—Horn and Associates, Inc. ' PERMITS REQUIRED CITY OF SEBASTIAN PRELIMINARY PLAT APPROVAL CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION PLAN APPROVAL INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT INDIAN RIVER COUNTY CONCURRENCY APPROVAL INDIAN RIVER COUNTY UTILITY PERMIT SJRWMD STANDARD GENERAL ENVIRONMENTAL RESOURCE PERMIT FDEP NOTICE OF INTENT TO USE THE GENERAL PERMIT FOR WASTEWATER FDEP NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 1% Sunshine State One Call of Florida, Inc. If ��' � ` � c� , ►�c�. _ -per-r-� City Engineering Department Approved '�xA . Date 2R Ao-v4 , 0 7 Approved Subject To vN,-ew. , Signatur (Original Stamp Rest) SHEET INDEX C1 COVER SHEET P1 PRELIMINARY PLAT P2 SUBDIVISION SITE PLAN P3 SUBDIVISION SURFACE WATER IMPACT PLAN P4 SUBDIVISION GRADING AND DRAINAGE PLAN P5 SUBDIVISION EROSION CONTROL PLAN P6 SUBDIVISION UTILITY PLAN P7 IRCDUS STANDARD WATER AND SEWER DETAILS P8 IRCDUS STANDARD MISCELLANEOUS UTILITY DETAILS PHASE I ROADWAY PLANS BY MBV ENGINEERING, JOB NO. 03-560, SHEET C4—B, DATED 5-30-06. 192027 �hN6 2ppT N oe �Z GENERAL NOTES'9 CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND RE MOVA� OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITON OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTION OBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BE COORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT MAINTENANCE ENGINEER. ALL SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE RELEVANT UTILITY COMPANY OR REGULATORY AUTHORITY, AND THE SPECIFICATIONS FOR THE CONSTRUCTION OF THE EXISTING IMPROVEMENTS WHICH ARE BEING ALTERED OR REPLACED. CONTRACTOR SHALL CONTACT THE ENGINEER FOR SPECIFICATION SECTIONS FOR ITEMS SUCH AS LANDSCAPING AND IRRIGATION THAT ARE AFFECTED BY THE WORK BUT NOT COMPLETELY DETAILED OR SPECIFIED ON THESE PLANS. WETLANDS NOTICE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S. CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/OR RESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THE CONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCAL GOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION. FLOOD ZONE: THE PROPOSED PROJECT IS LOCATED IN ZONE X AND A AS PER THE FEMA PANEL No. 12061CO078 E, DATED MAY 4, 1989. BASE FLOOD ELEVATION FOR ZONE A ESTABLISHED AT 17.2 FT. NGVD PER DHS -FEMA CONDITIONAL LETTER OF MAP REVISION BASED ON FILL CASE NUMBER 05-04-4801C, DATED NOVEMBER 29, 2005. 1i 7'i_ M 0000 I I I I w rNco NN I I I I o n N N p O'O O b z_ LL U) C Z Q w Q U) O z z U O > O Cn O (_n W F --z 0 O w O U) r !- Q �--DW Cn U)W� w z o _,cnz C)�: V) Q J H U � I— F-�Q� U E DO (n U z m 43) cn D (O _�_t W O Ca W L� O Q V Q s 0 T 15:31 U Q N O O O I� O � Q Cn M 0 C) Q O Tt � X V % Li Q OCU O Z O U C:� r') Co Z O rn cr a,:-< z r- O �- V) N I LLJ J L W � N J Y O ONC U O O s L d It � m r D C _j c C, - c 70�� W o•� Q. w o L Q O J J W LJ U U U F- _D _ O } Z m r � m cn o m o Q w z z J U U Q FO Q w U W S V) Q U LLJ W U) LL1 O U Q VJ Q O Z U L-- V- ��Z VJ I U Q I— O v L.000L WUW ry Z 2 \_ /ry I-- O U i- Zm W W Q U� M W U) DATE 03/13/07 PROJECT NO. 047608002 SHEET NUMBER C1 PRELIMINARY PLAT OF SEBASTIAN CROSSINGS COMMERCIAL I I ► i 68 I 69 ( I I I TRACT C SEBASTIAN CROSSINGS �I PLAT BOOK 19, PAGE 33-3770 D r'1 16 i•, �, _ :� <, _pie .��. .. ,I :::::. ^ . � -:: ._. 1. CONSERVATION N N :,.., -:.. �I: ,;:.. ,,-., .. �-� } ,, -�r•r�-- ;. i.T (PER PLAT) , �:: r 16 ;• , ,, �.P „E 392 82 .7 R i F { /�, ,: --�y,•f / �' _ `' N '19 08 I {I r :.. FELLSMERE BROOKSIDE HISTORIC CEMETERY rlMT A 1 004 2 0 80 150 I SCALE AS SHOWN a T� n SECTION 22, TOWNSHIP 31 S, RANGE 38 E VICINITY MAP N.T.S. DEVELOPER /CO—OWNER: CO—OWNER: CRF PANTHER II, LLC SEBASTIAN RIVER CROSSINGS, LLC 500 S. FLORIDA AVENUE, SUITE 700 3696 N. FEDERAL HIGHWAY, SUITE 203 LAKELAND, FL 33801 FT. LAUDERDALE, FL 33308 CONTACT: WILLIAM REYNOLDS JR. CONTACT: MATTHEW MARKOFSKY PHONE: (863) 647-1581 PHONE: (954) 439-2689 FAX: (863) 647-3992 DESCRIPTION OF SUBDIVISION: TRACT AREA LOT 1 5.289 AC. LOT 2 U J :E J :E J :E m LOT 4 r,r- AC. r- QD AC. TRACT B O 0 O O AC. hal t m'd�.rq N Ld N N Q 0 O 0 o e" r ie rh1 Cf) #� z Els C LLJ � b iifidis o Q Ln Cn O OCf) O rftt Ave ( � ~ C � w T AVE, SECTION 22, TOWNSHIP 31 S, RANGE 38 E VICINITY MAP N.T.S. DEVELOPER /CO—OWNER: CO—OWNER: CRF PANTHER II, LLC SEBASTIAN RIVER CROSSINGS, LLC 500 S. FLORIDA AVENUE, SUITE 700 3696 N. FEDERAL HIGHWAY, SUITE 203 LAKELAND, FL 33801 FT. LAUDERDALE, FL 33308 CONTACT: WILLIAM REYNOLDS JR. CONTACT: MATTHEW MARKOFSKY PHONE: (863) 647-1581 PHONE: (954) 439-2689 FAX: (863) 647-3992 DESCRIPTION OF SUBDIVISION: TRACT AREA LOT 1 5.289 AC. LOT 2 0.804 AC. LOT 3 0.756 AC. LOT 4 1.396 AC. TRACT A 1.676 AC. TRACT B 0.217 AC. 10.138 AC. NOTES: USE PROPOSED MINI—STORAGE FACILITY (PRIVATE) FUTURE COMMERCIAL (PRIVATE) FUTURE COMMERCIAL (PRIVATE) FUTURE COMMERCIAL (PRIVATE) PRIVATE STORMWATER (PRIVATE) PUBLIC RIGHT—OF—WAY (PUBLIC, CITY) Q U w :_. bi ,J (n[if co Z w w Q U ; — z �� _ �1 U � (%) Z 'No (O tuj J N Lo -� I� to 0 O U Q —o _ O o � o � Q v' mva Q O - U �x E� Z > ICU Q 0 0 Zo`�-C� ,ifz o 2 _ _ o �- CON W CO - J LO W N _ J t` y, i o o N N N C 0 Ld o � e:c r L M o W O O Q!W 1. ALL UTILITIES ARE AVAILABLE TO THE SITE AND HAVE BEEN COORDINATED WITH z 0 THE REQUIRED UTILITY COMPANIES. w C:) Q zw o CK E 2. PER RIGHT—OF—WAY AGREEMENT BETWEEN INDIAN RIVER COUNTY, FLORIDA AND CRF v PANTHER II, LLC, COUNTY TRAIL PROPERTY HAS BEEN RETAINED BY DEVELOPER AS A o ¢ o DRAINAGE EASEMENT TO PROVIDE STORMWATER DRAINAGE OUTFALL TO THE SLOUGH. w U U U 3. COUNTY STORMWATER PROPERTY AND COUNTY TRAIL PROPERTY WILL REMAIN AS U r r EXISTING AND A ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT WILL BE z m } m REQUIRED PRIOR TO DEVELOPMENT. < o m Wz z Y J �S U 4. TRACT A "PRIVATE STORMWATER" WILL HAVE A NON—EXCLUSIVE EASEMENT GRANTED 0 w � _ TO THE SEBASTIAN CROSSINGS COMMERCIAL OWNERS ASSOCIATION, INC. FOR ACCESS In TO OPERATE, MAINTAIN AND REPAIR THE STORMWATER MANAGEMENT SYSTEM. 5. TRACT A AND LOT 1 ARE SUBJECT TO A CONSERVATION EASEMENT IN FAVOR OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PURSUANT TO SECTION 704.06, FLORIDA STATUT S. 6. BAS FLOOD ELEVATION FOR ZONE A ESTABLISHED AT 17.2 FT. NGVD PER DHS—FEMA CONDITIONAL LETTER OF MAP REVISION BASED ON FILL CASE NUMBER 05-04-4801C, DATED NOVEMBER 29, 2005. 7. TRA�T B "PUBLIC RIGHT—OF—WAY" TO BE DEVELOPED AS PHASE I OF SEBASTIAN CROSSINGS COMMERCIAL BY OTHERS UNDER SEPARATE PERMIT. THE REMAINING TRACTS TO BE DEVELOPED AS PHASE II. LEGAL DESCRIPTION: (BY SURVEYOR) A portion of lands described in O.R. Book 1624, Page 1870, and lands described in O.R. Book 1910, Page 18, inclusive of the Public Records of Indian River, Florida, being more particularly described as follows: Commence at the Southeast corner of Tract D, Sebastian Crossings, according to the Plat thereof, as recorded in Plat Book 19, Pages 34-37, of the said Public Records of Indian River County, Florida; thence South 00012'10" West along the West Right -of -Way line of Sebastian Crossings Boulevard (Tract A, a 50 foot wide private Road Right -of - Way, as shown on the Plat of said Sebastian Crossings), a distance of 20.19 Feet to the POINT -OF -BEGINNING; thence continue South 00012'10" West along said line, a distance of 282.67 Feet to the Southwest corner of said Tract A; thence continue South 00012'10" West along the West Right -of -Way line of Sebastian Crossings Boulevard (a 50 foot wide Public Road Right -of -Way as shown on the Plat of said Sebastian Crossings), a distance of 164.59 Feet to the intersection of the West Right -of -Way line of said Sebastian Crossings Boulevard and the South Right -of -Way line of Dryden Avenue (a 100 foot wide Public Road Right -of -Way as shown on the Plat of said Sebastian Crossings); thence North 80°52'01" East along said South Right -of -Way line, a distance of 50.67 Feet to the Northwest corner of Romar Subdivision, according to the plat thereof, as recorded in Plat Book 10, Page 31, of the said Public Records of Indian River County; thence South 00012'10" West along the West line of said Romar Subdivision, a distance of 193.00 Feet to the North Right -of -Way line of County Road 512 (as shown on F.D.O.T. Maintenance Map 88040-2507 and in Plat Book 10, Page 36 of the said Public Records of Indian River, County); thence North 89°39'26" West along said Right -of - Way line, a distance of 361.41 Feet; thence North 89°42'12" West, a distance of 483.15 Feet; thence North 00012'10" East, a distance of 393.90 Feet; thence North 65057'41" East, a distance of 444.72 Feet; thence North 82019'08" East, a distance of 392.77 Feet to the POINT -OF - BEGINNING. Containing 10.14 Acres of land more or less. Q N� Q z G W n fn Z z LL- (f) J U) Q E- O U ry L.I. Q U W W/ z 73 _ 75G I- O �C/)U Q z °0 W W UU) z Q cn Q m w cn DATE 03/13/07 PROJECT NO. 047608002 SHEET NUMBER P1 z 15 18 I N 4 ,41 0 ox - - - CHD SRG N55'05'S3'�E '' ! .w.., ,' o) rn N - - - — LENG�ENGTH 18.47' - - - - RADJH 189.60'� ,,'' r � � 4 f� •`! ; � ...,"• -`""" I IUS 500' a of I / 25 UNDIST FER o Ix �; UPLAND B FLAGGED•~WE,TLAND r' �/' .✓ x !,i!; ; ,, .,.i . .i i :,l=ii!, E qqF );0z Y x,* i ,• CONSERVATIONEASEMENT + r;+:;,I. i i i s' �1 448,89' ;, ,.,,, , i ;•' (PER PLAT) .; I \ N65� f'� / r ' t �19' 08"E 392.77' — — — _ — — — — (� i 0 50 100 SCALE AS SHOWN 13 Lo N�5 / / / 0 13 E/ y -'` *�,,,''', / /:/ I I j I 4' HIGH BARB WIRE FENCE x TO BE REMOVED BY OTHERS I �i r/ f I I I L I in 10 IL ��/. No I I LIMITS OF FLOOD ZONE A, I I OI x C I x "" HISTORIC BASE FLOOD ELEVATION I,j' \ RM '5OGI� i r� ' P\ I I 17.2 FT. NGVD I I Z 1111 �►GH�,,+;,''' . �R ';,:.. COI rl� N. 01 : Li co X`� I Y I .. , / .. ;. • ( 1 U a ROADWAY TO BE I. . m _ �' _ I I I 1 Z. CONSTRUCTED SERVATI / / I I I �,' Q u� x BY OTHERS 0 00 '� EASEMENT -r �' �/ I 1 I I I I F- o z x (PER PLAT) / / I I I I Ico C) I e '✓ �� . I I I 1 f W- I i L m I / P ANRV ENC I x c I 1707/. / /\, / E E CONSERVATION- I I I I 11 0 ° f.°' / '`\,r / EASEMENT,—LIMITS OF PRIVATE I ( I I 1 ;. (PER PLAT) I I I i LOT 1 I I i RIGHT-OF-WAY (5.289 AC I PRIVATE ) 11 . I E I � X ;° '� .STORMWATER : I N '"-- TRACT A , o I I I I I I I I I I I I I I (1.676 AC)--"_� o. I I I T - "IIIg I',: SNI I I 11�I Pi 111 II I 10 I I I I 1 Z I BOTTOM -9F-POND= 5:25'— .. — .. — .. — .. — .. �I I ( I I I U_ I D :11# I I I 1 1, 1 I I I I �..—..—..—..—..—..—..—..—..—..� � I I VENUE r I I I I I I I f L_ .. NOWAL-WATER 41EVATION11 -1 �5' .. — .. — .. — .. — .. — .. I I 1 I pRYQEN A _� WAY- - R I pU0 " IIII I IIL I I I--------------------� I 1p° _.__ _ 0 1x III 115 I TAP -OF -RAW- _ -X9.75'— • • — • I I — — — — — — — I I —"—"— '— _ _ _ _ _ _ _ 1' x ROADWAY TO BE ° I I I 1 N89'42'12;4 304.56_ _ _ I I I - - - _ _ - - - - - - S89'39'26"E 271.76' - - - - - - - - J (I /'� �CONSTRUCTED ° I I + I } { ' N8942'12"W 156.96' N89'42'12"W 147.60' I I I I - - - - - - —« I / BY OTHERS -- I}; o, 1 I I I I I _ x 1111 I I I I I I I I I 1 1 I 1 I 1I I! III o l l I I I I 6' FRONT, 5' SIDE, a I I I t o N I I I 10' REAR BUILDING ( I I I I I I I t4&-52'0IE E I I I I I I,` I I V I I I SETBACK I I T I I I I I I I __-____---- III 3 I POND TO BE CONSTRUCTED BY I I I I I I I I I Q.6T r ° x I I I I I I I I INDIAN RIVER COUNTY PUBLIC I I I I I I I I I I I 1 1 1 �" I EXISTING 15' ° I I I I 1 I WORKS DEPT. DURING CR 512 1 1 I I I I I I I I I I i UBLI '`� I i EASEMENT �, : ACCESS -a ° I = I WIDENING. CONTOURS SHOWN FORLn I I ( I I I M ' } I COUNTY I t I I INFORMATIONAL PURPOSES ONLY. I I 11 I I I I I I 14' DOUBLE YELLOW I IR.01W., E s = STORMWATER i= i I I o I I I I ( NII TRACT I I X I I{ I, I I I o 1 STRIPE N ! PROPERTY I I I ( I I I- o I i(NOT PART OF PLAT)` I I l o LOT 2 01 I I I LOT 3 NII I I I LOT 4 �I 110.2171 A' v a ! s . ' (0.983 AC)Co I I I I IIN (0.804 AC) N I I I I I (0.756 AC) III I I TYPE D CURB I I I I I N (1.396 AC} Nj I I T }' E a I ''I F:`1 I I lw PER FDOT I I I I — o � 1 T N I I{. I I I I I I I EXISTING FENCE TO BE it I I I I INDEX 300 (TY?) I o�� ° x ; 3 1 0 o REMOVED FROM WEST TO I I I I I I I W ch 0 ; EXISTING MIAMI CURB EAST PROPERTY LINES NII 11 o a l I I I to I II I^ 1 u I I' I I z I I I I I I I I IIN �� o r 2' WHITE STOP BAR cN E t s}! f I I I I I I I I I 20' BUILDING o 6' FRONT, 5' SIDE, 10' REIR S3 \ o rn 3 x 11 ' I III — I I I I I SETBACK I I I I o i I I 0 o I I I, I I I I I I I I {-� 1 I�— t� . �I z BUILDING SETBACK — o' I I 1° RIBBON CURB I .. J- -� 1 1 I I i I [] , c a ,. __ ._..EGULAR ,. ,.,�>, � I,�.;< _.,,..;. ..._. ..:. �.�...,. .. :_ ,.:., ;' -: . .;., STOP SIGN R1 1 a� I o LL. .4. r= , _ i ._.... _<1 uTY � = � u-. I I 6 FRONT 5 SIDE 10 REAR a•,. ,t _ ,.n, . , . ., - , ,_, � ... - f L. r z I � I I I tr r_ .. f. BUILDING SETBACK I o x i- -._M - 41 I I I I w.- _: _. �: I EXISTING 2 5' L — — — — — — 0' — — — — — — J I I i a 10' LANDSCAPE BUFFER W — ` I �- N89'42'12"W 156.96' �� I I N8942'12"W 147.60' I I STOP SIGN R1-1 I I \ ACCESS EASEMENT a — X X XL' —X X — — X-= J Ll�— — — — — — — — — — J —L ( ) — — N899'2L — — N89'39'26"W 271.76' N8939 r6"W — X X- N8 'e�'»"i;� X 39_65=— -- --- ------------ -------- kLx _ SIDEWALK RAMP CR20 PER FDOT INDEX 304 — �c� r -58=4 EE NOTE FN THIS- SHEET F ft DEiECfBLE WARNINGS ��Z— Q° ._ __ - _ . raw- _ '✓._'.__._ _ %`- _ ----- ---- -- - _.- x _ '- SIDEWALK RAMP CR20 PER FDOT INDEX 304.— "'_ `-" --- -- ---- — -- — 2' WHITE STOP BAR 100 SF MONUMENT SIGN DET N SKIS SHEET -FOR �A w -__.. _ \ _ w �_ \ _ - 100 LF VALLEY GUTTER PER FDOT INDEX 300 _ ry _. _.__ _. __..._ __ - ___ -- __._ - -. \ \ ° — —— 6' WIDE STANDARD vi o -'�= - = -—_._.._. .�-.� �\ — 20' DOUBLE YELLOW STRIPE ® \\ ALK > �� — ____ ____._ — _ -- -= TOCONFORMWHITE WMUTCD — -2000 SECTION 313.17 AND ITY ROAD 5 -w --- -'-- -- .�_ -0U �_• o --- FDOT INDEX N0. 17346 � �' __•. - � �- LL 6 L PROPOSED CR 512 ROADWAY IMPROVEMENTS BY OTHERS. a ' PROPOSED MEDIAN TO BE E 406.09 RE -DESIGNED TO LINE UP Q B WITH SEBASTIAN CROSSINGS BOULEVARD (BY OTHERS) � o u o o m _c _311- 19 -5 14- is-51 N N 1/4-3/4 m 6-�s F.D.O.T. TYPE S-1 or S-3 ASCS WITH MINIMUM / o - SECTION 22, TOWNSHIP 31 S, RANGE 38 E OWNER OF RECORD: CRF PANTHER II, LLC 500 S. FLORIDA AVENUE SUITE 700 LAKELAND, FL 33807 (863) 647-1581 CONTACT: WILLIAM REYNOLDS, JR. APPLICANT: KIMLEY-HORN AND ASSOCIATES, INC. 601 21st STREET, SUITE 300 VERO BEACH, FLORIDA 32960 (772) 562-7981 CONTACT: JARED C. HOCKENBERRY, P.E. ZONING: BUILDING AREA: CG - COMMERCIAL GENERAL BUILDING HEIGHT: 35' MAXIMUM BUILDING COVERAGE: 30% MAXIMUM MINIMUM BUILDING SETBACKS: FOR CG DISTRICT FRONT SIDE REAR � � : z > I' U & GUTTER) C a o 0 :� m 3 @ 10 FT (30 FT WHEN ABUTTING 0000 W } N N I I I I Ld ro 00 - L I- �N.NN U Q 1 1 1 1 o ro N N O O.p O °' C� USED AS DETECTABLE WARNINGS. N.T.S. z_ v N.T.S. FL ry F a� I— Cn � — IZ z W Q W W Q Cn Z U O > _O CO Lnof p DATE 03/13/07 w E E PROJECT bi � C) Q C w w z P2 o of z Ln Q F- Q U Q U � Q� m uj J N Ca wco c0 LO O U a z—o O �Cj) 0 00�< CIV Q Q a U 6 FT (WITHOUT SIDEWALKS, CURB & GUTTER) -� z > I' NONE (WITH SIDEWALKS, CURB & GUTTER) C a o 0 5 FT (30 FT WHEN ABUTTING RESIDENTIAL) 3 Z O U o � m 10 FT (30 FT WHEN ABUTTING RESIDENTIAL) W } N N PER MINI STORAGE CODE 20 ft LANDSCAPE BUFFER 10 ft SURFACE MATERIAL: DRIVE AISLES WILL BE REGULAR DUTY ASPHALT. GENERAL SITE NOTES A. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. B. ALL CURB AND CURB AND GUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER FDOT INDEX 300. C. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED/SODDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. D. STOP BARS SHALL BE WHITE THERMOPLASTIC PER FDOT SPECIFICATIONS. ALL STRIPING TO BE INSTALLED PER FDOT SPECIFICATIONS. E. ANY DAMAGE TO CURB OR OTHER PORTIONS OF COUNTY ROAD 512 ARE REQUIRED TO BE REPAIRED IMMEDIATELY. F. THE DETECTABLE WARNING FOR CURB RAMPS SHALL EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP. ALL DETECTABLE WARNINGS SHALL MEET ANSI A117.1-1986 AND SHALL CONSIST OF EXPOSED AGGREGATE CONCRETE, CUSHIONED SURFACES MADE OF RUBBER OR PLASTIC, OR RAISED STRIPS. F- C2„ STABILITY OF 1500 LB COMPACTED TO 95% CLASS I CONCRETE N f-- MAXIMUM DENSITY PER AASHTO 6" O %//// // /// //,// / / _ PAVEMENT 1 GRASS Q/ o APPLIED STRIPS LIMEROCK (MINIM M ) ASPHALT U LBR 100 COMPACTED TO 98% MAXIMUM BASE a/' DENSITY PER AASHTO T-180 O w i U/\// o 0 3/4-2 � 0 0 00 O 4�i s = s�co 114-314 / \ ��"' 12" STABILIZED BASE SUBGRADE STABILIZED AND COMPACTED TO 98 3 PROPOSED DRIVEWAY CONNECTION \ s-�s I //\\//\\//\\//\\//\\/% MAXI-180 MIN. L- W _I LBR 40M SUBDGRADIEYASEMIXEDS TO A W DESIGNED TO CONNECT TO PROPOSED HOMOGENEOUS MIXTURE. I 18" I- O U 0 C COUNTY ROAD 512 IMPROVEMENTS. �—� APPLIED MAT RIBBON CURB DETAIL W J REGULAR DUTY ASPHALT PAVING N.T.S. °' 0 STRIPS USED AS DETECTABLE WARNINGS. N.T.S. C3 v N.T.S. ry F 0 I 12 3 U -CHANNEL GALVANIZED STEEL LBS./LF. WITH BREAKAWAY POSTS STOP SIGN N.T.S. le CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 N Sunshine State One Call of Florida, Inc. w rD j _j w 0 _j Y a) N �_ !n Y a p „, o Cm ON U � � m o U w O (if I\ z = L w CO w zQ CD w o w Q o o w U U U o r z mm } m Cn 0 m p wQ z z Y w o U a Lo a w U w tr = z z O /r C/) 0 W I— �D VJ v J Q coVJ 0 0 Z n O J LL z L- W _I W I- O U U W W ry Z ry 1-0 C/) CU z Q W W Q U m W DATE 03/13/07 PROJECT NO. 047608002 SHEET NUMBER Of P2 Drawing name: G: \47608002\CADD\CONSTR\P3-SRFWTR- PLAN. dwg P3 - SRF WTR PLAN Mar 19, 2007 4: 09pm by: michael.madigan This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared, Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. . 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OC 2007 KIMLEY-HORN AND ASSOCIATES, INC_ 601 21st Street, Suite 300, Vero Beach, FL 32960 Phone: (772) 562-7981 Fax: (772) 562-9689 WWW.KIMLEY-HORN.COM CA 00000696 I I ... �A4 UTILITY ESMT. 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HDPE ® 6.09% --, - , rf- , �8 1 I GRADES AT I { i I I I I t ,I I i 7 ! 1 # j: - 214111 �; --- S fr fff3f�;E� f Ef.sEiffEEE� sfifsE�s•1 f - -■ -+ 5 1 � I I I DRIVEWAY -r 3 ! � i i s 1; I 's _ I c+ , I 1 �+ �T- -` 21.25 I 3 I '20.40 m _`` I I I RETURN IN , ': � i I / c?b"-.- -r' , ' - _ � � 20.25 19.85` Irk r , a, �E, i -I i` o ! � 3p.- , $ t ' ; i i <`� 3 # S 7 �. j a�' , �, :r,.^ 4J` R §^ �. 1 . ✓ Ai. ._ � i . 'b:' sa - I t?i. .69"`••'-" ! S % . I f : , § I ;b`- ,1I .l`: c .- 4; A - tx t�: g P0"a ._'2(% f_ I \_: 20.0 �' r x , bj .. f q Q ` L� {y. ii H. t, % Ca ee Jk 1 R. i ai, A. I .+9, O n 0 1 y 3J , Q• � 1,* ii (}3' ', :t h�J t ';i q. t, _ ,'ti` i�> \ <^ L1. �- '��1 .i �• �_ 1 !� i 1 J { ^ s w j' s >. \. ' - ;iJI } a_N 1 fir ✓ `` . , r til.' I ? .�°� d 33s t� ` L 4 a � °L 2a 3 `` Z 4 j +>" o I » I • , +, -i' i,is ,>• / + t , '�U ''...3 .3 i + A,�- N ,� . - ; . ao,, -i•- , fGz_ L•� ,, '� s c �' :` '� �o• Sa- o •Git• `' 1 4`s. �,,.,• X20.40 , _� - I , • s; s f a; } ,,��rlv I,, �� i, I �0 a } _ � :; +'` } > + � ,� ` 4 `5 L � ' .. 21 4 r�' ;' # A j' «. }' . ,, : s 2�. 5 R�20.40 .r �1` E 1 :I /y j } �yy �? + ., ' � h ;' - } + } } ' i + :.. , � H P l I �• 4s:�'o ,'`. i'' I ` '.`�' -N� - , s ; ' r t ' I � I'l� , . ... ` � ti + -off g. ' �1� �`i :ot` ++ � \ 20.00 �s o i `I ,� q, -44 � - � / ! m e _ 1 �_ N\ � --_� ,� ,�,. =-I �. ,r,• ,��. p,. , 20.12., s4-- `'3 '1 G rr- - :�! - - jj _,...,. J ' i.z� - .� -w��- _� j_� +°"` •,4✓ :'aQsi• - -,r ,�Q3` .q.0` ,,Erb• $, C 'yf J ^a 1� ., .. +.-..,-.�+________n7_ie - / h'f ,. /__ `I ;. -- -.x �' _ ... k, w _ w..-- ,-} `t . � ,. , �,� 88 19.70 I l I r b- _ '� - t` 1' L r ,\DI 19.54,0 Ic b ct h: �o It,.-C.1_C_OR��.-•�_. ____. - __- - r _ _ _ �.. 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Cc - - .'�.�� - I + b `- - - �Q _ _ _.. _ , ,...__.,-_ ., r�-.._,.,, _.fir �� `I"' C ..�` Co ..=--".:. _mA-__ ..., _ _ _- � ��,s--"-^=-- .�.,�-_-.--- a_ __- . _. , ,- � _._ _ .. --_. _.�.•., =� ; � - I may. _ tL 1 z ,.; . _. „_I rte, 0, c� �bE=1 } �= - - - _ . �• .. - L _ _ -_ ----. _ _ _ _ _ . �_ ._ _ . - y it h `' i r _. r. _ r-� ;� - r� I 3y + r: �; - .� ,�o,• _ i PROPOSED GRADES AT DRIVEWAY DESIGNED TO MATCH PROPOSED g _ '- ,, n r �' }•: �' GRADES FROM,k�2512 ROADWAY IMPROVEMENT PLANS AS PROVIDED ' 3 - c3 Jo + ,b, I 'i i {T -. -. _ M _ BY IND N 10 10 - +_ _ !< T. a - _ °E _,__-,,._, _.._____ fir... - -� , - -� H�3 4N �� F'` N( r"T - = 1 _ - _.-.._ ..__ _ _ M -® -�.__ - n __ _,_. a,,....�__.,.._.,_n._...,..__-_..,. __,. -4F, _. __. r. -f _ - - - - - - - .... _ _ i- _Sj _ _. , ��, - COUNTY 0 /O6. -� -_-an,_ __t - _ - -- - - - .mm ___'. _.._ __.'-_ cze_" r<7 } - _ T'5• � -0 -� __. ..- :,„_ •._. _ _ _ s i, � - .. w �11 - ,A c0 \`� meg . �. >EQ :, - , . � + - C,_! o ll�l.N-J- - X - I _ �_. 1, ,;1' r� 6_ • y..:_ _=r , : ' a ` I- ` vN - _ _-,_ - 1 oi- -- a -- _._,_ ._ ._ ,.. Vi- - •�-^' "' ,..,_..-�.,.;,r�-.�,,,-�.,,,,..:,.�.,,,,_..>..d_.--._--- ` - �, -, _,a. _•_m, _. �•....,....,. I s. -...e --•-`-_ ._.._ -� ....._ ...- ..,_ _- _ . _ ..w, _.,.. _. - _ '.Cr_.... -�,.5. ,'�._' `t" `•.''x _:��X - -''-,:.T:*_,�,,�==-��.�:� _ .� _ ._ H ___ss�__ _ -- --------------- -.___.._-_,. ______.__ _.., _ ----_••--u•.•-•--•---••---------`•--•-'---------•---�----_.--_._---_„--,.-_.-._ --__.. -- _.,,_. - ___1._.__ ..-_--_.,,_______ : __;};:-"._:.�-: ---a:.._..o.a::Y �:---- i` _- - SITE BENCHMARK /- PROPOSED CR 512 ROADWAY IMPROVEMENTS BY OTHERS. SET 5/8" IRC STAMPED PROPOSED MEDIAN TO BE "LB 696 TRAV. PT." � PROPERTY LINE RE -DESIGNED TO LINE UP PROPERTY LINE LOT LINE al ELEV=18.32' WITH SEBASTIAN CROSSINGS BOULEVARD (BY OTHERS) I i 11.5' 28' 194' 18' 28' • 11.5' 1CHAIN LINK FENCE 118' I MATCH EXISTING I20.75 - T.O.B. ( GRADE AT EL.=18.0± SILT FENCE�T 14.25 �I /- .- <� % CONTROL EL.=16.25 *__� MATCH EXISTING GRADE AT PROPERTY LINE EL.=18.0± r? Ci TRAIL PRESERVE TRACT 20' I PROPERTY LINE SECTION A -A N.T.S. PROPOSED DRIVEWAY CONNECTION DESIGNED TO CONNECT TO PROPOSED TRAIL �I PRESERVE ° TRACT SILT FENCES 1 20.75 MATCH EXISTING GRADE TOP OF HEADWALL EL. 18.61 3:1 ELEV.=18.3± I �15 36 '. I I l - __- __ S-24 24" S.D. FLAGGED WETLAND LINE - I- CHAINI I 9' I 28' 118' I LINK A FENCE : 20.75 - T.O.B. 25' UNDISTURBED BUFFER 14.25 '. 4: 7 __ P* 4_ -A CONTROL EL.=16.25 / I\, - /_ FLAGGED WETLAND LINE) WETLAND 0 PRESERVE �- v SECTION C -C N.T.S. TRAIL PRESERVE TRACT _ _20'_1 PROPERTY LINE CHAIN LINK -1 7' I 28' 118' I `1 !� FENCE 25' UNDISTURBED BUFFER 1 20.75 - T.O.B. 16.5' I / 4 14.25 - �` / ,,., �-_ •__ .- - - - , L*,% CONTROL EL.=16.25::� = FLAGGED WETLAND LINEAND MATCH EXISTING PRESERVE GRADE AT EL.=17.50± AND SILT FENCE SECTION E -E N.T.S. PROPERTY LINE COUNTY ROAD 512 IMPROVEMENTS. MATCH EXISTING AND SILT 25.25 TRAIL , 2.0' I PROPERTY LINE I 20.40± S-6 GRADE AT EL.=18.8± FENCE PRESERVE 1 RIM=20.25 \ ! PROPOSED EOP 19.701 TRACT I C. R. 512 I19.86± E EL. 19.70± SECTION B -B (BY OTHERS) I ✓ '-%_ �- R 18.25 - T.O.B. / 11 INDIAN RIVER COUNTY STORMWATER TRACT AND TRAIL N.T.S. ! 2� SILT FENCE I ®- _._ _-. - a.__- R.. __ ' J 10 t 30" HDPE SJRWMD 4 PROPOSED ---I PRESERVE TRACT TO REMAIN AS EXISTING. A �_ ��i ,{s � VALLEY I �,,p` GUTTER I 46' I 70' PERMIT WILL BE REQUIRED PRIOR TO DEVELOPMENT. SECTION D -D SECTION F -F N.T.S. N.T.S. 20.35± EOP MATCH EXISTING GRADE ELEV. =18.50± S-5 RIM=21.20 CONTROL ELEV. GENERAL GRADING NOTES 1. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS. ' 2. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSI UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 4_ CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AT CURB CUTS ONE (1) FOOT FROM EXISTING EDGE OF PAVEMENT. 5. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING ELEVATIONS BEFORE COMMENCING CONSTRUCTION_ EXISTING AND PROPOSED CONTOURS ARE FOR REFERENCE ONLY_ 6. STORM PIPE . SHALL BE AS FOLLOWS: A. RCP, CLASS III PER ASTM C-76. B. CORRUGATED POLYETHYLENE PIPE AASHTO M294, JOINTS SHALL BE WATER TIGHT. THIS OPTION CAN BE USED FOR ON-SITE STORM PIPE AND ROOF DRAIN COLLECTOR PIPE SYSTEM. APPROVED PRODUCTS ARE HANCOR HI -Q WITH SURE- - LOK JOINTS, ADS N12. C. ALL PIPES SHALL BE APPROVED BY LOCAL GOVERNING AUTHORITIES. A 4 24" S.D. �TYPE 'D' INLET PER FDOT INDEX 232 SKIMMER PER .................':.I I I [•::=:•::::: :•FDOT INDEX 240 TOP ELEV.-20.15 BOTTOM ELEV.=16.00 A ®- '1__I_6" PVC 90' ELBOW ANTI -CLOGGING DEVICE PLAN VIEW BOLTED TO STRUCTURE V -NOTCH � WEIR ................... "'*"'*['*""`*,-*-*-, 2.0' 1 :::: x::::::: :: :::=:::::}: /- STEEL GRATE 20.15' 17.65' 3,75" BLEED I OUTFALL PIPE :-DOWN ORIFICE 16.25' (�� I TO HEADWALL 15.65' 15.75' - MATCH EXISTING GRADE FRONT VIEW SECTION A -A ELEV.=18.50± * SKIMMER NOT SHOWN ON FRONT OR SECTION VIEWS FOR CLARITY CONTROLSTRUCTURE N -r- GNr- O o >- w � w m m 0 --,A -,-, O / - c I W O < O J L' = 10 I \� 10 �- a w Of � Z � 0 U rr, E In w Q O C) Li F_ 7) � � O >_ >_ M m (n 0 m 0 Q Ld w _j U 3 U Q 0 Q w U W a� 2 (n 0 0 U ♦ ^ �/ J Z zZ ' Z LD J LL_ I 0_ U) (D :�i :� > m SECTION 22, TOWNSHIP 31 S, RANGE 38 E Z (/ r'\ � ( `1' M % 0000 U <N L.i.. I I I I � WUW 0 ry r7 Ln 2 / >_Q2 N N N Q O� I- O a �wU 0 Z W 1'`) CN N 0 W rLtJ V) CALL 48 HOURS < d U O o O �- m w BEFORE YOU DIG 0 41 z IT'S THE LAW! IZ 1-800-432-4770 � U) §- I - (n z � W :5 + Sunshine State One Call of Florida, Inc. O z T_� Z (-) O j O (n r, u7 w � z � > SUBDIVISION STRUCTURE TABLE Li Q � c ' � W (n , w STRUCTURE TYPE RIM. ELEV. INV. IN INV. OUT z Q :, (n z / [i (n Q S-1 C -INLET 21.00 -- 13.60 j F- U ->- F-- S-2 C -INLET I 21.00 -- I 13.60 � Q v _ //� S-3 I MANHOLE *** I 21.20 12.38 I 10.78- \'v\ z S-4 I C -INLET ** I 21.20 12.99 I 12.45 CS S-5 I C -INLET ** I 21.20 14.14 I 13.06 = '00, m S-6 I C -INLET ** 1 20.25 I 14.21 I 14.21 U � ( Z "' I S-7 I C -INLET ** I 20.25 I 14.98 I 14.44 -1-0 V) _I N- ED v] -v I� 0 S-8 NOT USED I I I � Q = o o O cQ f- >.+C/) IV") mva S-23 CTRL STRC I 20.15 -- I 15.65 N Q Q a 0 S-24 I MANHOLE I 20.75 15.46 15.46- � -a Z ' `` Q o 0 Y `U S-25 I HEADWALL I -- I 15.36 -- Z 0 U � - r O 'S } N I w w >- * INLETS REQUIRE ALT. A BOTTOM PER FDOT INDEX 232 (5'-0" MIN. DIAMETER) III"IfIlfY a) N � ** INLETS REQUIRE ALT. A BOTTOM PER FDOT INDEX 232 (7'-0" MIN, DIAMETER) I• v, r Y n. *** MANHOLES REQUIRE ALT. A BOTTOM PER FDOT INDEX 200 (7'-0" MIN. DIAMETER) o 0 � GENERAL GRADING NOTES 1. PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, AND CALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGN CONFLICTS. ' 2. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATION RATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSI UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 4_ CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AT CURB CUTS ONE (1) FOOT FROM EXISTING EDGE OF PAVEMENT. 5. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE PROPOSED GRADES SHOWN ON THESE PLANS ARE NOT FROM AN AS -BUILT SURVEY. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING EXISTING ELEVATIONS BEFORE COMMENCING CONSTRUCTION_ EXISTING AND PROPOSED CONTOURS ARE FOR REFERENCE ONLY_ 6. STORM PIPE . SHALL BE AS FOLLOWS: A. RCP, CLASS III PER ASTM C-76. B. CORRUGATED POLYETHYLENE PIPE AASHTO M294, JOINTS SHALL BE WATER TIGHT. THIS OPTION CAN BE USED FOR ON-SITE STORM PIPE AND ROOF DRAIN COLLECTOR PIPE SYSTEM. APPROVED PRODUCTS ARE HANCOR HI -Q WITH SURE- - LOK JOINTS, ADS N12. C. ALL PIPES SHALL BE APPROVED BY LOCAL GOVERNING AUTHORITIES. A 4 24" S.D. �TYPE 'D' INLET PER FDOT INDEX 232 SKIMMER PER .................':.I I I [•::=:•::::: :•FDOT INDEX 240 TOP ELEV.-20.15 BOTTOM ELEV.=16.00 A ®- '1__I_6" PVC 90' ELBOW ANTI -CLOGGING DEVICE PLAN VIEW BOLTED TO STRUCTURE V -NOTCH � WEIR ................... "'*"'*['*""`*,-*-*-, 2.0' 1 :::: x::::::: :: :::=:::::}: /- STEEL GRATE 20.15' 17.65' 3,75" BLEED I OUTFALL PIPE :-DOWN ORIFICE 16.25' (�� I TO HEADWALL 15.65' 15.75' - MATCH EXISTING GRADE FRONT VIEW SECTION A -A ELEV.=18.50± * SKIMMER NOT SHOWN ON FRONT OR SECTION VIEWS FOR CLARITY CONTROLSTRUCTURE N -r- GNr- O o >- w � w m m 0 --,A -,-, O / - c I W O < O J L' = 10 I \� 10 �- a w Of � Z � 0 U rr, E In w Q O C) Li F_ 7) � � O >_ >_ M m (n 0 m 0 Q Ld w _j U 3 U Q 0 Q w U W a� 2 (n 0 0 U 0 ♦ ^ �/ J Z zZ Z � n v LD J LL_ I 0_ U) (D W LL Z (/ � ( `1' M % Z) U <N L.i.. WUW 0 0 ♦ ^ �/ J Q �Fy O Z � n v J LL_ Z LL Cf) i ( `1' I- O U L.i.. WUW ry Z 2 >_Q2 O� I- O �wU Z W Q W rLtJ V) < d U m w DATE 03/13/07 PROJECT N0. 047608002 SHEET NUMBER P4 D r t --/••Alta A-•-29 14.8 /j /'� �� ! � r1 �15 _ �`,1 1� �5.4f= �?� 8 �• I i / � �- � , " 10g r ° ! 15.91;3:"x.F--,,--2f' 114:.1 o 7 I I / 1 06 4.1--,LA�33 ! WL -22 15 7 15.6 tdi6..P 31 r s - - _ f / WLt4t=16-- Q WLA/ 05 / :13,13 i / / 15.51 • r I . �f 16. All 3 / CONSERVATION // I 1_17 ... :1 I :•I I i . ,:I . ( 2i I ! . I:/000 C _ _ • WLA 04 i r 3. 15.1 EASEMENT r;LAf 2t3 -- 15.8` ° - - - - I ILA -102 1hLA--103 14.8 A-r1,�t7 -", 35 (PER PLAT) { { Wi AF -1 �0' i:.:.." 1 I 1 'z' 11l -101 / ,INJL�C-100 1 :a ' V,r A,A38 x.15.814.7 + /� 1 s, / w - _._..._ ✓' - -' I l f Ill 42 _ i J 15.E 15.6 /` e � rte, .."`Ti.1' •;_ !':`1wA-�3 'a4�� `` i � n�- I _I�° I TEMPORARY �P I TURBIDITYM `•� ti?A k 5 Q•.e f„r•.,,�1'..yl?'' �rI?'I/ f,,•'.., SILT AND f ;NATURAL F u='.,,_�•.x. �. 'WLA-9A r' r r } BARRIER :5RESOURCE PROTECTION 3 I / 171 CURTAIN FENCE Y3LLA-`L'r 17.7 t 1:.2 :. j ! _______,.._.. __-_-��,.A.�_ �•"�'J1.A-91 tft"t.A-92 IL 1�k�9ttt.0181.9 �y 17.8` t� Ay// l.7 I L - i J l / r�$ A-$7 i•A.J4- VIA -t3 I.A'�3`! ' "'� 1 �//,./•tet '�+--{ 0 '#., . ; � x I I S #.," I `.'; 0 1 u, -d ^ t, ` £-' ti`s i p =i h - i %- , / 1 WETLAND I ( (� _ / �, ,I� / ,% /%f�lf /� , PRESERVE c� I 10- 6 I /'/_�'.L�` ! ,,. FENCE` a ¢ m I 1 �o I 1 I A-84 HISTORIC 17.3 y.c� �, �s� 17..r �� 1 � '_ UpC iIt. U V"_A�86 1 r I �O 5W! A-81 r,� te_a - , s � c; U'1 F• - I t ' L9 ! 2*n a s_ i,:R4'i 3 * .� �i., `:.t .......,'" • , I l _ ` Q P - m ° V1 A p6 17.5 4•' 80 I s I t I v I Q i I T A r t /' r > r ° I p i7 2.` ,rf i7.8/ �.. / �' ' ` # �i 9 I }7 z Q i c0 ! �'' r ��t�r -71 •ter% /'/ .". J`e/' ,�!'' �,�' I`..'"7/-�° - / • • - • :y} / G 1 j _ I I Q "' -,•. jr ,� 4 0. �.__ I Q rSR VATI ON' W? A /• / „� a EASEMENT /. � PESPLAT) / DITCH TO BE FILLED AT THE COMMENCEMENT I r / ,F .,... t' $INSTALLED' I I I t OF CONSTRUCTION AND SILT: FENCE 4. I Y +,6JI`--,•L \ I": 183, 59 p I ALONG THE `UPLAND BUFFER; AS SOON AS THE ICO t`: I DITCH,FILLING IS COMPLETE CONSERVATION- : I # i I o I I i� EASEMENT Y 0 3Y671- �' 17.(_� �! . ' '�\.r r / (PERF PLAT): { I I I t # I 0 4-'6r,1-•-' f� �'Li3!'/ x•" a t `'1 '2 ° .1 Q I I I v I I I Ski a I p i•1 ° All _ F u $ • I 6. r! SITEI BENCHMARK I I I i I I I I I I - I •8F-P�B-5:2a' • • I • - I � I y 3 SET_ /8„ IRC �TAMOED "LB 696 TRAY. PT." I I i 2 I ' t I HXS p T s C7 L ELEV.=19.12' f» RCR f�6RlAL-tNlt EkVATIBt 1�a'- .. .. - ` ` _... i- . g`l.--I TOR -OF $ANK �_ . I I Yet i jj jj d f L) I i Ly '! - C {Y, _g ! ' s ° !' �,•. g« y.,. 13-- F""coF �Ft sii pach F i I , I c TEMPORARYco �- oI I j 1 INLET FILTER (TYP) t s I I i cm o 3i III @@@ r t t5 I i If • � „l E TEMPORARY ° I SILT FENCE I ° I ' T -- - ' € ; I "° i 0 s j I { 1 � €r THE LOCATION OF THE S{LT FENCE ON THE E DRAWINGS IS FOR GRAPHICAL REPRESENTATION I y 0 I t I ONLY. THE CONTRACTOR IS TO ENSURE THAT THE 1 { I SILT FENCE ENCOMPASSES THE ENTIRE WORK AREA. 0 CA �j-t. 3" F t i•;. r;, o:l � ,. O. � ��„ � r- S, t I � `�• �� L I I f � $ I E i � •"y4 � � nI� In }3 a Q ° I 3 ! i , aaa . 3 I I f I e frill a.. €• a,• s t:>} s 0 3 ; � � � { !3 I � t • �x,TEMPORARY ,,� { � � \.. �. CONSTRUCTION > - .- "J •-! 0 ENTRANCE # C I fn a' _ n . - - n .. n _ _ _ ...•_ •- . -_- _ _ - m _ - 1--1 - - -Tui~. _ -Toa- 50 100 SCALE AS SHOWN WETLAND AND UPLAND BUFFER PROTECTION NOTES 1. UPLAND BUFFER LIMITS MUST BE SURVEYED, STAKED AND SILT FENCE MUST BE INSTALLED BY HAND ALONG THE SURVEYED UPLAND BUFFER LINES IMMEDIATELY UPON COMPLETION OF DITCH FILLING. 2. NO TURBID DISCHARGE IS ALLOWED TO WETLANDS. 3. NO DEWATERING ACTIVITIES SHOULD BE LOCATED WITHIN 100 FEET OF WETLANDS OF THEIR ASSOCIATED UPLAND BUFFERS, INCLUDING SETTLING BASINS, CONVEYANCE SWALES, AND STOCKPILE AREAS. r m WITH SEDIMENT GRAVEL. (12 MIN. DEPTH) 3: in 0 SEDIMENT QI Heat Sued Floatation Pocket d AD E vertical Seams BBTW9en p22 oz PVC coaled polyester lloata6Dn cav ur �r (n c �� • /� �\ All All eonLwwnern of hydrocarbons o ° it /,. and Floatirt9 OeWts- ,c ' ry V) RE MESH I Eldan to W ° TREATED WATER row Pleb c " =n ' ' ^t/z o,cWOVEN YCOVER Z GAUGE. AxMANYa ACING) wn#Geoe Fie Sel APPLICATION L , rt Fabric Skirt {•}i1 •TIED m L ormonotpkFnentti OR ATED 51 MAX. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED r Dual a Suldti+q / eY l O C -C POSTS arm orrfn r OR u TYPE .° FLAWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT r lo"'sl , - ' j/ °x _ I c CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND FTE Wove, � A DRIVENNIaII. 1Y Nr0 � 8' VAX. YESfi OPE7HING o UNPROTECTED AREAS.�p yr atapur r `► _ cslouND. t FAaalc t, AYoco t#ae LL a • GRAVEL SHALL BE 2"-3' CLEAN STONE - 11 Flbxtaaon sure (�• S ar tYtlla.} COYPACIAociLD 2. mica# OX C N rir tiY alert dep[Neite FNRH GRADE 3, LING 19 4, taHo oTF too (/') rn Z) Other end typos ava,�#e aaC, �'�' � � � Hna � z V �' ' r ~ ~ Heat $eased Chaln Pocket as alumin IED universes slide or Ill tube. UTEMPORARY GRAVEL AND WIRE MESH t-yts'IllDaGat ricledCli --OVEr°I / O Ballast 3) trona tv heft : n All OVER WIRE FENCE UNDISTURBED ,, \�^`\//\/` i 17CTFTD WIRE FENCE 5! � YN. OF 2' INID TRENCH AREA INLET SEDIMENT FILTER ' '& tyl }a aF�nlebr GROUND .uxeaaad and+gdt. H� I qei o _EMBEDDED GEOTEXTILE FABRIC Q a tLTAL i '' O � YIN. Hi INTO GROUND U �� ` W/ s• WDA OF BOTTOM TRENCH / C - I A-A-�Cr10N N o TURBIDITY BARRIER Gil _ _ _ _ o -1 I-1 i r _ WIRE o N I[TO A COMPACIID BACK LL 2 GEOTEX11E To BE FASTENED FENCE TO BE FASTENED CURELY To WOVEN M9¢ FENCE MIH TIES SPACED EVERY 00 N O'N 2r AT TOP AND MID SECTION. JT I � III 3. WHEN TWO SECTIONS OF GEOTExT LE AD" EACH OTHER THEY SHALL BE OVERLAPPED 0 3 J pZYALOH V BY SIX Na£S AND FOLDED, PROPOSED DRIVEWAY CONNECTION 4. YANIE]UNCE TERRA BE PEL BE EM V NOWHEN 'BUl YELCP IN THE TED N THE EROSION CONTROL PLAN L S ALL SILT FENCE sHAu NIAUNLESS E55 INDICAOTHERWISECATOTHERWISE Lr FORM DESIGNED TO CONNECT TO PROPOSED SEDIMENTATION /SILT FENCE WITH WIRE SUPPORT C c E COUNTY ROAD 512 IMPROVEMENTS. E / NT8 C u \ o a V, 0 r CONSTRUCTION FENCE ENTRANCE LOCATION 10" LOSE all�!Y all •Y • •t •-•MIN •5% GRADE DOWN FROM PUBLIC STREET. -:�h m "m .aUNDER CONSTRUCTION ENTRANCE Il _ J UJ_j_j i TrIA V CALL 48 HOURS o 0 0 0 I BEFORE YOU DIG 00 1 1- ' Q f I I I I C, �-'DU PI) N N O O L _ _ _ -_ _ __ r _ _ __ _ _ _ - _ -_ " -_ TYDAEX 51 C�OIJ�II R EDGE 0', P K'JOM C;ti -T - _.TDI _. -.. - _ __ _ paI -708 r Sunshine State One Call of Florida, Inc. f I- I- to Z �(AllU o w mi o 11O z GENERAL EROSION NOTES cn w o z o 5 A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER � POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION L PROPOSED CR 512 ROADWAY I ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR SITE BENCHMARK WITH THEIR CONTENTS. IMPROVEMENTS BY OTHERS. B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE 'cm EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK SET 5/8" IRC STAMPED AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND PROPOSED MEDIAN TO BE TOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE MANAGER. N - OWNERS CONSTRUCTION "LB 696TRAY. PT." C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, RE -DESIGNED TO LINE UP WITH GS ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN RUNOFF WATER 18' MIN . ELEV.=18.32' D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE RD (BY OTHASTIAN ERS) BOULEVARD m WITH SEDIMENT GRAVEL. (12 MIN. DEPTH) 3: in 0 SEDIMENT QI Heat Sued Floatation Pocket d AD E vertical Seams BBTW9en p22 oz PVC coaled polyester lloata6Dn cav ur �r (n c �� • /� �\ All All eonLwwnern of hydrocarbons o ° it /,. and Floatirt9 OeWts- ,c ' ry V) RE MESH I Eldan to W ° TREATED WATER row Pleb c " =n ' ' ^t/z o,cWOVEN YCOVER Z GAUGE. AxMANYa ACING) wn#Geoe Fie Sel APPLICATION L , rt Fabric Skirt {•}i1 •TIED m L ormonotpkFnentti OR ATED 51 MAX. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED r Dual a Suldti+q / eY l O C -C POSTS arm orrfn r OR u TYPE .° FLAWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT r lo"'sl , - ' j/ °x _ I c CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND FTE Wove, � A DRIVENNIaII. 1Y Nr0 � 8' VAX. YESfi OPE7HING o UNPROTECTED AREAS.�p yr atapur r `► _ cslouND. t FAaalc t, AYoco t#ae LL a • GRAVEL SHALL BE 2"-3' CLEAN STONE - 11 Flbxtaaon sure (�• S ar tYtlla.} COYPACIAociLD 2. mica# OX C N rir tiY alert dep[Neite FNRH GRADE 3, LING 19 4, taHo oTF too (/') rn Z) Other end typos ava,�#e aaC, �'�' � � � Hna � z V �' ' r ~ ~ Heat $eased Chaln Pocket as alumin IED universes slide or Ill tube. UTEMPORARY GRAVEL AND WIRE MESH t-yts'IllDaGat ricledCli --OVEr°I / O Ballast 3) trona tv heft : n All OVER WIRE FENCE UNDISTURBED ,, \�^`\//\/` i 17CTFTD WIRE FENCE 5! � YN. OF 2' INID TRENCH AREA INLET SEDIMENT FILTER ' '& tyl }a aF�nlebr GROUND .uxeaaad and+gdt. H� I qei o _EMBEDDED GEOTEXTILE FABRIC Q a tLTAL i '' O � YIN. Hi INTO GROUND U �� ` W/ s• WDA OF BOTTOM TRENCH / C - I A-A-�Cr10N N o TURBIDITY BARRIER Gil _ _ _ _ o -1 I-1 i r _ WIRE o N I[TO A COMPACIID BACK LL 2 GEOTEX11E To BE FASTENED FENCE TO BE FASTENED CURELY To WOVEN M9¢ FENCE MIH TIES SPACED EVERY 00 N O'N 2r AT TOP AND MID SECTION. JT I � III 3. WHEN TWO SECTIONS OF GEOTExT LE AD" EACH OTHER THEY SHALL BE OVERLAPPED 0 3 J pZYALOH V BY SIX Na£S AND FOLDED, PROPOSED DRIVEWAY CONNECTION 4. YANIE]UNCE TERRA BE PEL BE EM V NOWHEN 'BUl YELCP IN THE TED N THE EROSION CONTROL PLAN L S ALL SILT FENCE sHAu NIAUNLESS E55 INDICAOTHERWISECATOTHERWISE Lr FORM DESIGNED TO CONNECT TO PROPOSED SEDIMENTATION /SILT FENCE WITH WIRE SUPPORT C c E COUNTY ROAD 512 IMPROVEMENTS. E / NT8 C u \ o a V, 0 r CONSTRUCTION FENCE ENTRANCE LOCATION 10" LOSE all�!Y all •Y • •t •-•MIN •5% GRADE DOWN FROM PUBLIC STREET. -:�h m "m .aUNDER CONSTRUCTION ENTRANCE Il EROSION CONTROL DETAILS CONSTRUCTION ENTRANCE -{; SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT GRAVEL AND WIRE MESH AREA INLET SEDIMENT FILTER TURBIDITY BARRIER MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. SILT DIKE PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHED ONE-THIRD TO ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY, CLEANED AND REPLACED. SEOUENCE OF CONSTRUCTION: NOTE: CONSTRUCTION CAN NOT START UNTIL ALL APPLICABLE PERMITS AND APPROVALS ARE OBTAINED AND COPIES ARE DISPLAYED AT THE JOB SITE. 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE TEMPORARY SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. CLEAR AND GRUB THE SITE. 6. BEGIN GRADING THE SITE. 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 8. TEMPORARILY SEED DENUDED AREAS. 9. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 10. INSTALL INLET PROTECTION DEVICES. 11. INSTALL RIP RAP AROUND OUTLET STRUCTURES 12. PREPARE SITE FOR PAVING. 13. PAVE SITE. 14. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 15. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED). > (All O p0� W Z co 0 U V) Q _ J UJ_j_j i Z V CALL 48 HOURS o 0 0 0 I BEFORE YOU DIG 00 1 1- ' Q f I I I I C, �-'DU PI) N N O IT'S THE LAW! 0 0 o r 1-800-432-4770 r Sunshine State One Call of Florida, Inc. f I- I- to Z �(AllU o w mi o 11O z GENERAL EROSION NOTES w o z o 5 A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER � POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION Q > PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR w Ld 0 WITH THEIR CONTENTS. _j Cn Z � < B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE i- i J I- v >- EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK Q O AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND 3: < U TOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE MANAGER. <��\ z OWNERS CONSTRUCTION \ C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, V ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE. ',o D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE N (D z "� ° c0 ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN-UP FUEL i Co w � 0) OR CHEMICAL SPILLS AND LEAKS. o E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS = U)o o OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC m a LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. QU) Q o - v F. NO RUBBISH, TRASH, GARBAGE, OR OTHER SUCH MATERIALS SHALL BE _ EE DISCHARGED INTO DRAINAGE DITCHES OR WATERS OF THE STATE.CIO z o o0 G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, = a, rn o AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS I I = SOON AS PRACTICABLE.w r%m4b,-J LID r H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE +. n Lo °��' v rmmqSE STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY SEEDED WITHIN 14 ,l, ^ �c DAYS. O N I. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS N c PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL O o L BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. J. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN w THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF 00 WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER r'- AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACT _ �' N . LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGERAll - Uof O K. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. w Z InCil L. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVINGLd CD CO Q v I SEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OF THE SITE AND o a ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE LD w SYSTEMS. C) o M. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THE SEDIMENT. w O U U N. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE O >_ r Z TO REDUCE RUNOFF VELOCITIES AND EROSION. 0°m 00 0. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY DANGEROUS. w Q IN ALL CASES, LOCAL ORDINANCES AND REGULATIONS REGARDING HEALTH AND Q Q 41 SAFETY MUST BE ADHERED T0. CC0 o o C) P. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED. Q. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL 7 MEASURES (SILT FENCES, SILT DIKES, ETC.) TO HELP PREVENT EROSION AND STORM WATER POLLUTION. R. ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH 0-� WORKING DAY; THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS & UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR r ^ 0 ROAD CONSTRUCTION. V J J EROSION CONTROL DETAILS CONSTRUCTION ENTRANCE -{; SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT GRAVEL AND WIRE MESH AREA INLET SEDIMENT FILTER TURBIDITY BARRIER MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. SILT DIKE PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR SHALL BE REPLACED IF THEY SHOW SIGNS OF DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHED ONE-THIRD TO ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. IF THE STONES IN THE GRAVEL INLET SEDIMENT FILTERS BECOME CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLED AWAY, CLEANED AND REPLACED. SEOUENCE OF CONSTRUCTION: NOTE: CONSTRUCTION CAN NOT START UNTIL ALL APPLICABLE PERMITS AND APPROVALS ARE OBTAINED AND COPIES ARE DISPLAYED AT THE JOB SITE. 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE TEMPORARY SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. CLEAR AND GRUB THE SITE. 6. BEGIN GRADING THE SITE. 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 8. TEMPORARILY SEED DENUDED AREAS. 9. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 10. INSTALL INLET PROTECTION DEVICES. 11. INSTALL RIP RAP AROUND OUTLET STRUCTURES 12. PREPARE SITE FOR PAVING. 13. PAVE SITE. 14. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 15. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED). > (All O p0� W Z co 0 U V) Q U^ , Z V Z) Z Z H C/) W All �-'DU WUW p� I- 0 �(AllU I- Zm WW U� Q O O J LL_ DATE 03/13/07 PROJECT NO. 047608002 SHEET NUMBER P5 U C i ,.{ \ ' i r�/° /+• „i ,/'" ✓ � � / J°1 ��///��/�'�,^/ � f' - 1°` ;'�{`^'` J.•.....��`�®•a ......... "v'."x� '� f� j�- �� ,,,�"'.• .. V 1 es N 1 r°r•• _ �,, to e,.° CONSERVATION ff E �f_ j u,l! tnlu-�!!n! ii;;!n�i;!:u!It;;;!t;.,;:;.,•;,:a:i;t!It;n;!t;;+lt+itii., a - - _ - - -,';' 11 "".. `a /f/ ,e EASEMENT !° {! + / r ttll,;tl!tti!Ililttiiilt ! cl t I SSMH #88 I'l / ✓� , f• i�Arr,'d (PER PLAT) ftf 11!lit"tStiYlttil:;iH.111Nti,;111ttutlsh;;: _ ' � RIM=18.24 �j INV 8.38 (N) vlTj 16 ' INS/=8.28 (SW) 1ay\y SSMH #20 RIM=18.15 t+ eayyt+` INV=8.54 (NE) ,\ Z !,•'`«- .r ,r'/.rr'y'+,y' ;.i Y ✓ Y 1 aayyyyS�" I r 1' y+ + y yy ,+��1 v y"yyy+" `' I ': I 0 50 100 13 � ' ' � � � - �-✓ �,,, ,r°°"^• • � .fir / � � • � y,.�y""a>•'""""yyy"" I� � �I LL � � N Jw�e/�T' ,� •� /� ! SCALE AS SHOWN cn _ lµmii* G o L I RVATIO = i EASEMENT (P-EFZ PLAT) r J /' " I= I M I vv Z 71 T CONSERVATION I I• o ! i f ,/ / •' i+,+,�yy�l`` / EASEMENT I I (PER PLAT) r " 4 < May I I I 0 3 °f t11++"+"i11y11it,a1111 I I tu�,1 lir:. ,�^• : _. :. - ,-. - +1}yla+11y,.,+'��'"+�aa1a• IN ADNEIPERVIOUSTRENCH AREAREQUIREMENTS HE PUBLICPUTIUTY EASEMENDETAIL M-1, T (INDICATED BY � 3� !-:--:`�'`-•�--..=-'-=-•""`�~�-�P/'-' �.Y ° I I 1 laa+y`+I'aay I SHADED AREA) TO BE STABILIZED. SOIL STABILIZATION METHODS TO BE APPROVED BY IRCDUS INSPECTOR PRIOR TO INSTALLATION i yy` L- ..SOA,} �F..ppptg�5;2�' . • - .. - CORE HOLE INTO EXISTING a I MANHOLE AT INV=9.60 NEOPRENE BOOT REQUIRED L a I-..-..-.-..�-..-..-..-. SSMH #4 AT PIPE CONNECTION •.._,,�---- ' • NAF4MAL--WATER E4VATIGN' --162: RIM=21.30 ..-.. • ..�-.. ice. • • V rV I INV -10.80 E L� .. {gp_OF $ANK =-- .. - .. - .. - INV 10.90, (S) O O O ' O C I/ u -z. Y u -c _ I v 0._ .,.', xM'.xh-,-,p ».. ve!•-'�- . T...�.'an'!!T^',i5. _.. •.,y's°t..'„t4�' §Ti.p=�T T - ° .,00_1..VC:Sro fl 13 ILI EXISTING SSMH a�°i 15.00' RIM=FG t _---- u I INV=9.5 (N) II r I INV=9.6 (SE) ! I L I I UBLIC CL R.O.W. 1 I a -INSTALL 57 LF 1" P.E. SERVICE 6 ITRACT B I_ WITH ENDS TURNED UP AND I, t >, v OUTPARCEL DEVELOPKENTS TO BE CAPPED (WATERTIGHT) FOR (0.217 AC, ' L o RESPONSIBLE FOR INDIVIDUAL WATER S.RVICE, FUTURE CONNECTION ;_ 15 LF 6" PVC S.S. OUTPARCEL DEVELOPMENTS TO BE ' ?;I I ELECTRIC, AND TELEPHONE CONNECTIONS w Y INV=15.00 RESPONSIBLE FOR INDIVIDUAL WATER SERVICE, I ELECTRIC, AND TELEPHONE CONNECTIONS _y � I I I I 6" SINGLE SERVICE MODIFIED I I o I ( RISER LATERAL CONNECTION re af 25 LF 6" PVC S.S. i v INV=17.0 - I CL 6" DOUBLE SERVICE 15 LF 6" PVC S.S. SSMH #2 6" SINGLE SERVICE ' INV=15.00 CROSSING 1 MODIFIED RISER CL MODIFIED RISER RIM=21.30 # v I LATERAL CONNECTION I INV=12.76 (E) _ LATERAL CONNECTION I I 3 I ' INV=12.86 (W) 4 _ 230 LF 8" PVC S.S. 0 0.40% j: _a � mm em im r -'s m A u,. MU •_ ' I I I SSMH #1 I- --` SSMH #3 t RIM=21.30/-STOP INSTALL TWO (2) METER BOXES AND RIM=21.85 to 3146 LF 8" PVC S.S. 0 0.4D� I N L INV=13.78 (E) TERMINATE SERVICE WITH LOCKING CURB INV=11.64 (N) 4 ° (METERS TO BE INSTALLED BY INV=12.18 (W) c IRCDUS AT THE TIME OF LOT DEVELOPMENT) - lei O-------��----- 1" P.E. SERVICE u.- o -- INSTALL BRASS INS ALL EER 13i0),C AND-UOCkWd CURB S ^� r 2" P.E. SERVICE tCQMPRESSION - - - // E IX -` t`' < , --� _(METEf�O BE INSTALLED 611U$ TKE-®/ _ ..� Wl BRANCHT TIME OF LOT DEVELOPMENT)1 - - '""� INSTALL DOUBLE STRAP SERVICE INSTALL DOUBLE STRAP SERVICE If SADDLE AND 2' CORP STOP SADDLE AND 1" CORP STOP - - - - - CL _- Z r1 ' COU NTY R'O AID 51-2------ _j -_ - --^- - -- - - - - - - T PROPOSED CR 512 ROADWAY m IMPROVEMENTS BY OTHERS. m PROPOSED MEDIAN TO BE a� GNED TO LINE UP WITH SEBASTIAN AN CROSS NGS BOULEVARD (BY OTHERS) CL rn ° 0 � a, Z E Q L J N C o PROPOSED GRADE EL. = 21.25 (f) M L ��j\��/\�`i��' ��i��%��i\NN; 'M NN; IM; N\1 FOR UTILITY DETAILS SEE SHEETS P7 & P8 cZn 4.23' COVER I v � v TOP= 17.01 PIPE MATERIALS N ( 1 SHALL CONFORM TO AWWATHYLENE WATER �C9 1 AND SHALL BE RATED ACES 3" IN DIAMETER AND ALLER t~n rn PROPOSED 130 HDPE MINIMUM OF SDR 9 Q + INV.=14.30 O v - - - I - - - - 2. PVC GRAVITY SEWER MAINS SHALL BE RATED SDR 26 0 m BOT = 14.09 �1 t _L2.55" Ua I - 1.82' CLEARANCE m N o o ° ` TOP = 12.27 I co t PROPOSED DRIVEWAY CONNECTION \` INV.=11.60 `w DESIGNED TO CONNECT TO PROPOSED PROPOSED 8" PVC SANITARY SEWER t ai COUNTY ROAD 512 IMPROVEMENTS. 0 J CROSSING -1 c- E N.T.S. 0 U C o •� tll L GENERAL UTILITY NOTES r" o 0 o a 1. ALL UNDERGROUND ELECTRIC, TELEPHONE, FIBER-OPTIC CABLE SHALL HAVE A I I I I In N N N Q I I I I MINIMUM OF 36" COVER. 0 N N O O O O .- 2. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. z cl- 3. ALL ELECTRIC AND TELEPHONE EXTENSIONS INCLUDING SERVICE LINES SHALL BE cr) CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY w DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. a Q li co 4. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN z p APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE j O N o 0 GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. uj o Z w 5. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY Q w SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL w z EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY o J (n Z CROSSINGS AND INFORM THE ENGINEER AND THE OWNER/DEVELOPER OFANY w w CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A U � MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. KIMLEY-HORN AND ITS CLIENTS Q v SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH /� z NOTIFICATION. 6. ALL UTILITY CONSTRUCTION MUST COMPLY WITH LOCAL UTILITY STANDARDS. C 7. ALL TESTING MUST BE PERFORMED IN THE PRESENCE OF LOCAL UTILITIES o 0 O' Vj Z DEPARTMENT STAFF.w _j 64 8. FINAL LOCATION OF TRANSFORMER PAD TO BE DETERMINED IN THE FIELD BY LOCAL co L L (° •- I- 00 d V g t - o ENERGY COMPANY. !) m ^ 9. LOCATION OF EXISTING SANITARY SEWER TO BE FIELD VERIFIED BY LOCAL UTILITIES 0 U a t° DEPARTMENT. S a a o co 10. ALL DIP SHALL BE CLASS 50 OR HIGHER. ADEQUATE PROTECTIVE MEASURES Z U a ^ 2 AGAINST CORROSION SHALL BE AS DETERMINED BY THE DESIGN ENGINEER AND THE o N DEPARTMENT. } N I W (° } is _j N J 11. HORIZONTAL SEPARATION OF 15 FEET TO BUILDINGS, TOP OF BANKS OF LAKES AND Y�' N Y CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED, IF POSSIBLE. AN ABSOLUTEw"i'l r 0 ��?r MINIMUM OF 10 FEET MAY BE ALLOWED ONLY WHEN UNAVOIDABLE AND ONLY WITH DIP. oN u FOR cv c O;5 n 12. PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO INDIAN RIVER COUNTY CONSTRUCTION, OPERATION AND MAINTENANCE OF WATER AND SEWER UTILITIES. 13. SLOPES IN SANITARY SEWER LINES MUST BE MAINTAINED THROUGH MANHOLES. 14. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A ` HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE -C SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMEDw o < WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM w = HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE U SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE w WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR z �w o RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED V) GRAVITY OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE o WATER MAIN IS AT LEAST SIX INCHES AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE w u uU TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. Z >_ 15. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN Q z PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN z _j v JOIN'S WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT v w m z SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS v' O 0 u 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 CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 16. APPLICANT MUST SPECIFY TO CONSTRUCT GREASE TRAP IN ACCORDANCE WITH CHAPTER 64E-6 OF THE FLORIDA ADMINISTRATIVE CODE FOR ANY FOOD PREPARATION z z FACILITY, AND SUBMIT TO THE ENVIRONMENTAL HEALTH DEPARTMENT FOR APPROVAL. Q 0 17. WATER AND SEWER CONNECTION FEES AND CAPACITY CHARGES MUST BE PAID TO 0 GUARANTEE CAPACITY. PROPOSED SIZE OF WATER METER(S) MUST BE INDICATED ON PLANS. WATER AND SEWER SERVICES MUST BE INSTALLED OUTSIDE OF PAVED AREAS (IN GRASSED AREAS) AND OUTSIDE OF COURTYARDS OR FENCED AREAS. WATER AND > >_ SEWER UTILITIES AND SERVICES MUST BE INSTALLED OUTSIDE (CLOSEST TO THE ROAD) ALL OTHER (POWER, GAS, CAN, COMMUNICATION, ETC.) UTILI[TIES. Q 18. ALL CHECKLIST ITEMS ASSOCIATED WITH THE UTILITY CONSTRUCTION PERMIT MUST BE COMPLETE ORA PERFORMANCE BOND FOR 115 % OF THE PORTION NOT COMPLETE UNDER FINISHED GRADING, PAVING, DRAINAGE AND/OR RESTORATION MUST BE IN PLACE. 19. APPLICANT MUST INSTALL AN ABOVEGROUND, NON -GALVANIZED METALLIC DOUBLE CHECK VALVE WITH A REDUCED PRESSURE FEATURE ON POTABLE WATER SERVICE LINE TO PREVENT BACK-FLOW OF CONTAMINANTS ASSOCIATED WITH BUSINESS INTO THE COUNTY WATER SYSTEM. MANUFACTURER AND MODEL TO BE APPROVED BY THE COUNTY. APPLICANT MUST INSTALL AN ABOVEGROUND, NON -GALVANIZED METALLIC DOUBLE DETECTOR CHECK VALVE ON FIRE LINE TO PREVENT BACK-FLOW OF CONTAMINANTS ASSOCIATED WITH STAGNANT WATER INTO THE COUNTY WATER Q SYSTEM. MANUFACTURER AND MODEL TO BE APPROVED BY THE COUNTY. �^ p 20. GLUED -JOINT PVC CONSTRUCTION IS NOT ALLOWED FOR WATER, OR SEWER MAINS. Q v J 0 SPECIFICATION OF CONSTRUCTION MATERIAL MUST BE PR -200 FOR PIPE SIZES LESS V Z 7 LL_ THAN 4" DIAMETER, AND C-900 FOR PIPE SIZES GREATER THAN AND EQUAL TO 4" IN 7 DIAMETER. Z) rZ VJ 21. CONTRACTOR MUST CALL FOR UTILITY LOCATIONS 48 HOURS PRIOR TO �/� Q CONSTRUCTION. WATER AND SEWER FACILITIES CAN BE LOCATED THROUGH SUNSHINE �. v STATE ONE AT 1-800-432-4770. � 0 ' 22. FLOOR DRAINS, STORM DRAINS AND SWIMMING POOL DRAINAGE ARE NOT ALLOWED () � TO BE CONNECTED TO THE COUNTY SEWER SYSTEM. APPLICANT MUST PROVIDE U SEPARATE TREATMENT SYSTEM FOR ANY WASTE NOT GENERATED FROM POTABLE WATER. TREATMENT SYSTEM MUST BE PERMITTED THROUGH THE ENVIRONMENTAL n/ z 7> LL HEALTH DEPARTMENT. 23. THE ASSESSMENT FOR SOLID WASTE SHALL BE PAID TO THE SOLID WASTE DISPOSAL HAS BEEN COMPLETED, NO DISTRICT AT THE TIME CONSTRUCTION OF THE PARCEL FOR FURTHER L.L. U IMMEDIATELY PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY. DETAILS, CONTACT CINDY DEAN AT 567-8000 EXT. 1294. Q 24. LIFT STATION SHALL BE CONSTRUCTED SUCH THAT THE TOP OF THE WET WELL AND z Q i:= VALVE BOX ARE 12" HIGHER THAN THE ELEVATION OF THE 100 YEAR FLOOD, IN (/7 ACCORDANCE WITH SECTION 11.02.H OF THE IRC UTILITY CONSTRUCTION STANDARDS. ' ` Q m 25. IRRIGATION METERS ARE NO LONGER ALLOWED TO BE CONNECTED TO COUNTY v WATER. PRIVATE WELLS MAY BE UTILIZED FOR IRRIGATION IF PERMITTING ALLOWS. DATE 03/13/07 PROJECT NO. 047608002 SHEET NUMBER P6 U C N N 0 u 0 W a v C 0 c 0 T E y- 0 0 0 3 O r 3 N .n 0 z in U C E 0 0 'u 0 In U) a v c 0 E 0 2 T E Y n C 0 0 a 0 C, 0 0 c 0 0 N O 3 O C N 3 0 3 C ry 0 0 -a (n 0 a� 0 a, a 0 E C 0 0 c 6 N 0 6x4 MARKER PAINTED GREEN P, SOF ROAD CROWN 6' CA 1 w ELEVATION DF ROAD z J 2 COVER � � c > w MINIMUM SLOPE 1/4' PER FT w iu o USE GREATER SLOPE ao a WHERE POSSIBLE '- DEPTH TO BE DETERMINED IN THE FIELD AS REQUIRED TO ELEVATION AVOID UTILITIES (TYP) MARKER BALL TAPED TO 6'x4' WYE (TYP) DOUBLE SERVICE SINGLE SERVICE TYPICAL TYPICAL. 6.0 STANDARD 'Y' BRANCHES TO BE LOCATED IN THE FIELD - - W NSTALLED PLUG RAP WIT I (TYP) ETECTION TAPE f- 6.0 a _ I BENDS AS REQUIRED a 41 6'0 Z� la3F SEWER MAIN TO BE ON �DF STREET UNLESS OTHERWISE APPROVED BY IRCDUS DOUBLE 'Y' COMMERCIAL (6'x4' 'Y' RESIDENTIAL) & PLAN VIEW a NOTE L SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. MARKER BALLS TO BE TAPED TO 61x4' WYE 24' BELOW FINISHED GRADE. 5. PLUMBING CONTRACTOR TO INSTALL 4' CLEAN OUT IN EASEMENT AT TIME OF TIE-IN. INDIAN RIVER COUNTY STANDARD LATERAL DRA�NG DEPARTMENT OF UTD,ITIES SERVICES (SHALLOW SEWER) S-1 rc,uvar eom FRAME & COVER CUT CLASSIFICATION HEIGHT I LEVELING RINGS w 2 COURSES IMIN> O b COURSES (MAX) z 24 3/4' � w W a a o it FLEXIBLE _ u PLASTIC a GASKET o a o > W-0' ID Q N o _y B• OR 5'-0' ID W I' = A ` +- 1 m� 6' MIN (TYP) PIPE INVERT FILL CONCRETE OR BRICK V/TYPE I SEE PIPE OPENING CEMENT MORTAR DETAIL (S -ID) ELEVATI❑N SECTI❑N A -A PLAN VIEW A TO BE USED WHEN CUT CLASSIFICATI❑N IS OVER 6'-0' NOTES L SEE MANHOLE NOTES ON DRAWING Na S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 3. SEE PIPE OPENING DETAIL DRAWING Na S-10. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 5. USE 5'-0' I.D. MANHOLE AS DIRECTED BY THE IRCDUS. INDIAN RIVER COUNTY MANHOLE DR N IMG DEPARTMENT OF UTILITIES SERVICES STANDARD DEEPS -7 m- ems 2 GRAVEL CONTINUE GRAVEL BED b w i UNDER & PARALLEL TO I7 .. ;?• - PIPE INTO UNDISTURBED SAND 'Ly p,�) SOIL TO PROPERTY LINE DOUBLE SERVICE AS BED SHOWN ON STANDARD PIPE INVERT y :�•: LATERAL DETAIL (S-1) AND EXCAVATI❑N` STANDARD •Y' BRANCH TO BE LOCATED IN FIELD MARKER BALL TAPED - TO 6x4 VYE (TYP) ELEVATI❑N NOTES L 3/4' GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. MARKER BALLS TO BE TAPED TO 6'x4' 24' BELOW FINISHED GRADE. 4. HOUSE BUILDER VILL BE RESPONSABLE FOR CUTTING SEVER CLEANOUT TO GRADE PRIOR TO CONNECTION. INDIAN RIVER COUNTY MODIFIED RISER LATERAL IRAN IMG DEPARTMENT OF UTIIms SERVICES (DEEP SEWER) S-2 resuwc eoes SEE PIPE OPENING DETAIL (S-10) y 8, 4'-W ID 8, STANDARD 'T' BRANCH c`ti ,3 I PIPE INVERT �±/-CONCRETE 6' CHIN) v m Y T.- COVER ALL AROUND 6' CMIN) N o !`I (BY CONTRACTOR) (TYP) a x I SEE MANHOLE m o +• sa EFFLUENT & Jam,% •1 INFLUENT DETAIL + STANDARD LONG RADIUS ELBOW FILL CONCRET L24J OR BRICK V/TYPE I EXTENDED SLAB CAST CEMENT MORTAR INTERGRAL WITH BASE ELEVATI❑N SECTION A -A I _ SLOPE + A 27/Fr A - A PLAN VIEW Y TO BE USED WHERE DROP IS 2' OR MORE NOTES L SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. & SEE MANHOLE EFFLUENT & INFLUENT DETAILI DRAWING Na S -I1. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. SEVER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. DRAWING AWING INDIAN RIVER COUNTY Na DEPARTMENT OF UTII,I S SERVICES • TYPE "A" DROP S- 8 RmlilMtY mob MANHOLE COVER - LETTERS T BE MARKED 'SANITARY SEWER' Will - MILE ll ■❑C 3'-D' \ CONCEALED WATERTIGHY PICKHOLE PLAN VIEW WATERTIGHT BOOT RAIN GUARD (AS REQUIRED) I COVER - SECTI❑N 22-15/16' 20-5/8' .Y 17- FRAME - SECTI❑N NOTES 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS AND APPROVED BY INDIAN RIVER COUNTY, 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. DRAWING ��RIM ART i COUNTY STANDARD NO. UIMMS SERVICES • _Y MANHOLE CASTING S-3 xvlwecie eem 1 81 4' ID 8, ` PIPE INVER DROP LESS \\\ ^ THAN 24' 6' (MIN) �~ (TYP) SEE PIPE OPE IN DETAIL (S-10) FILL C❑NCRET OR BRICK W/TYPE I CEMENT MORTAR ELEVATI❑N SECTI❑N A -A A SEE MANHOLE EFFLUENT & INFLUENT DETAIL A PLAN VIEW TO BE USED WHERE DROP IS LESS THAN 2' NOTES L SEE MANHOLE NOTES ON DRAWING Na S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. MANHOLE DRAWING INDIAN RIVER COUNTY NO, DEPARTMENT OF UTII1TZEs SERVICES TYPE "B" DROP S- 9 .o.srr ems METERS SHALL BE LOCATED IMMEDIATELY WHEN METERS CAN NOT BE LOCATED INSIDE THE RIGHT-OF-WAY UNLESS IMMEDIATELY DJSIDE THE RIGHT OF WAY OTHERWISE DIRECTED BY IRCDUS THEY MAY BE LOCATED INSIDE THE PROPERTY UNE AS DIRECTED BY IRCDUS 7 -APPROVED METER BOXES 90' ANGLE LOCKING CURB STOP 90• ANGLE LOCKING CURB STOP SHALL BE POLYMER w (BALL VALVE TYPE TO ACCOMMODATE -APPROVED METER BOXES (BALL VALVE TYPE TO ACCOMMODATE ONCRETE & FIBERGLASS z 5/8.0x3/4.0 METER) SHALL BE POLYMER 5/8.0x3/4.0 METER) J CONCRETE & FIBERGLASS 2'0 PREPUNCHED 1', IYe, OR 2' HOLE FOR TOUCHTONE F J 2'0 PREPUNCHED CORP STOP METER LID (AS R'QD)W 1', IY„ OR 2' HOLE FOR TOUCHTONE ROADWAY FINISH GRADE o_ CORP STOP W METER LID (AS RTD) 2'-0' ( , ( 2'-0' Iia 1 la RDA AY 5�-(r 11-V 0. \INISH GRADE G / 2'-0' i I SIDEWALK \ \\ W /. M U ARKER BALL \\ � L) RACE WIRE ZLINE DUAL M + + , ARKER BALL CHECK BY IRCDUS - _ J- -� LINE DUAL LONG S�RVICE I METER W CHECK BY IRCDUS (SEE NOTE 5) LONG SERVICE z ETER (SEE NOTE 5, W-4) ZjCASING SLEEVE SHORT )- SERVICE RACE WIRE r - WATER MAIN C CASING SLEEVE -BRASS WATER MAIN (EXTEND UNDER SIDEWALK) a DOUBLE STRAP ELEVATI❑N -BRASS C3 SERVICE SADDLE DOUBLE STRAP a SERVICE SADDLE ELEVATI❑N NOTES I 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18' ON CENTER. 2. ALL SERVICES REQUIRE 36' MINIMUM COVER. A SEE NOTES INDIAN RIVER COUNTY WATER SERVICE 3. TRIPLESERVICE SIZE SHALL NOT BE LESS THAN ISERVICESSHALL BE A MINIMUM 2'0 AND QUADRUPLEA ASERVICES SHALL BE APPROVED BY IRCDMIS.-0, DUL SERVICES SHALL BE A MINIMUM 1-1/7-0� P z W - 4 D ARTM VI0 CES• .< \ 4. 1'0 & 1-1/2'0 LONG SERVICES REQUIRE A 2' MINIMUM I.D. CASING PIPE. 2'0 LONG SERVICES REGI IRE (OUTSIDE ❑ F RIGHT ❑ F WAY A 3' MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.C. 5. ALL METERS 2.0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED MANUFACTURES' PRODUCT LIST FOR METERS GREATER THAN 2'0. EPIN 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 OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. & RACE WIRE TO BE INSTALLED AS PER DETAIL M-16. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE. 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2'0 METERS DRAWING CUNTY NO. DEPARTMENT OFWATER SERVICE W 4 UrTIIXMS SERVICES ems MANHOLE NOTES MANHOLE FRAME FINISH GRADE AND COVER CONCENTRIC "'a z 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO CONE nom ^ MEET OR EXCEED A.S.T.M. A 185. ooswo¢ a 2. ALL CEMENT TO BE TYPE I. SEE PIPE OPENIN 24 3/4' 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO DETAIL (S-10) MEET OR EXCEED A.S.T.M. C 478. 0 a 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL (4 -j CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. F- SEE MANHOLE 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8'. FILL CONCRET a EFFLUENT & OR BRICK W/TYPE I + > INFLUENT DETAI 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR CEMENT MORTAR I EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. 4'-0' ID PIPE INVERT 8 � 8# S. 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 6� 6, 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP 6'-4' OD CONNECTION REQUIRED. 10, CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE ELEVATION SLOPE + POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION A A DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. SECTION A -A 2'/FT 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL MANHOLES. 12. N0, 40 BARS 9' O.C. EACH WAY IN SLAB (TOP AND BOTTOM). 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING 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' PLAN VIEW SHALL BE PROVIDED AS REQUIRED BY IRCDUS. 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE TO BE USED WHEN CUT CLASSIFICATION IS 6'-0' OR LESS AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. 18, A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURER::l NOTES PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS L SEE MANHOLE RTES ON DRAWING NO, S-4 APPROVED MANUFACTURERS' PRODUCT LIST. FIBERGLASS LINERS SHALL BE P- SEE STANDARD MANHOLE CASTING DRAWING NEI. S-3 INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 20. PUMP OUT MANHOLE SHALL BE LOACTED WITHIN 20' OF LIFT STATION 4. SEE MANHOLE EFFLUENT L INFLUENT DETAIL DRAWING Na S-11 AND CONSTRUCTED OUT OF RIGHT OF WAY. DdDIAN RIVEAWING R COUNTY DR O. INDIAN RIVER COUNTY MANHOLE BRNO. DEPARTMENT OFMANHOLE N❑TES DEPARTMENT OF: UTIIs'1'IES SERVICES S-4 UTILITIES SERVICES STANDARD SHALLOW S-5 rcmxer sex - rtm+uzr moa SPACE AROUND OUTSIDE OF PIPE SHALL BE COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE OF PIPE (FOR FIELD INSTALLATION) PIPE CONNECTION TO BE NEOPRENE BOOT - WITH STAINLESS STEEL ACCESSORIES H.P. ELEV, OF FILL CONCRETE TO BE SAME AS DD OF PIPE2'PER FOOT SLOPE 6' (TYP) 3' (MINIMUM) ELEVATI❑N NOTES 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY DRA ANG DUTY � OF PIPE OPENING DETAIL S-10 re,m..ar eons 1-1/2'0 RE LOCKING SERVICE LATERAL CURB STOPS METER BOX 1\ La Z (METER NOT SHOWN 1'0 P.E. SERVICE + - > I LATERALLi Li o m 2, BRASS COMPRESSI❑N \ I WYE BRANCH j� 2' IN LINE DUAL J --- BRASS LOCKING CURB CHECK BY IRCDUS z STOP WITH INTEGRAL PLAN VIEW METER COUPLING J 2'0 PREPUNCHED } CENTER HINGED OPENING HOLE FOR TOUCHTONE (43ii'x7'MIN) W/STAINLESS STEEL PIN-- ( METER LID (AS R'QD) PROPERTY LINE ---,,,,X ` BOXER z z (/ (SEE NOTE v NO. 3) �uw m > (L 1I M U 1'0(MIN) CUSTOMS PIPING (BY OTHERS) OCATE MARKER BALL (WATER) ELEVATI❑N NOTES 1. METERS OVER 2'0 MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR. 2. ALL METERS 2'0 AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. 3. MINIMUM SIZE OF METER BOXES, 1'0 SERVICE (12' X 18')1 1-1/2'0 AND 2'0 SERVICE (17' X 28'). 4. METERS GREATER THAN 2'0 SHALL BE COMPOUND METERS. REFER TO IRCDUS APPROVED MANUFACTURERS PRODUCT LIST, 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14, 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE. DRAWING INDIAN RIVER COUNTY Na DEPARTMENT OF METER B ❑ X UTIIdTIEs SERVICES W-5 SEE PIPE COPE DETAIL (S-10) .I l� 3/4' ROCK (20' UPSTREAM) PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH 3/4' ROCK STAINLESS STEEL ACCESSORIES (20' DOWNSTREAM) FILL CONCRETE OR BRICK W/TYPE I CEMENT MORTAR ELEVATI❑N PIPE J❑INT DETAIL AT MANHOLE NOTE 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. 3/4' ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE, INDIAN RIVER. COUNTY MANHOLE DRAWING DEPARTMENT UTII TIE�SSNERVICES EFFLUENT & INFLUENT S-11 n-- 0 c-mm 0 0 W.M.0 FLOW - REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES ol7° ® 0�0 W.M. f F FINISHED GRADE ELEVATI❑N NOTES 1. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS INCLUDING SINGLE FAMILY RESIDENTIAL 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 PREVENTORS. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY 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 V-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. DRAWING INDIAN RIVER COUNTY NO. DUTH=S S RVIICES BACKFLOW PREVENTER W_9 MANHOLE FRAME & COVER SEE MANHOLE EFFLUENT &-TAIL \ INFLUENT DE ADDITIONAL REINFORCING BA REQUIRED AT OPENING. SLAB T❑ TO BE TRAFFIC BEARING. SUBMIT SHOP DRAWING FOR APPROVAL PLAN VIEW ,�,,,.,, L COURSES (MAX) LEVELING RINGS Zai GASKET ❑ I s- �' x Q 24' � N Q J SEE PIPE OPENING j w DETAIL (S-10) w u 6' MTN > - - (TYP) Q� FILL CONCRETE OR BRICK W/TYPE I CEMENT MORTAR ELEVATION PIPE INVERT SECTION A -A TO BE USED WHEN CUT CLASSIFICATI❑N IS 6'-0' OR LESS NOTES L SEE MANHOLE NOTES ON DRAWING Na S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING Na S-3. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S -IL MANHOLE DROVING IVER INDIAN RCOUNTY NO. DEPARTMENT OF UTIs SERVICES SLAB T ❑ P S-6 rcew,m ems = G G G I- I� 0000 O Li rq 03 I Ln I-- N N N Q rO CN I I I I o O O O O U z_ 4.. cn Z c w D cf) c!) Z U O > _O co 0 Ln- LLJ ~ p 5 w o _ w w cn W Z O >- ct) Q J F- U F - Z Q U �Z6 00 � o � 00 U z Cj LO C1J rn f- -j N (D >L -cu Ln 00 p U a Z-0 = Ocl) O ALIO) n 0 Q Q O U x E -� z l6L (u Q 0 0 0 Z O U 0M a0 z O roppp"O I •� I = >-(/I N I W Lo } Lj Y � N r V) ^ Y O � � N _ O N C U O OL (o 0 - Er � W C� (C-)) Lw L_ zC) w a Z LJ p w Q O p LL LLJ 7) O > z m r } m QLdw O 3 0 a in a w U W EC 2 (n p p U Q♦ 6' CLEANDUT W/CLEANOUT CAP (TYP>- - 2' BELOW GRADE 6'x4' WYE (TURNED 90' Q D O Z � n �f FOR CRARITY) J `` Z - DEPTH TO BE DETERMINED IN THE LL U) FIELD AS REQUIRED TO AVOID U) UTILITIES (TYP) �- 0 SINGLE SERVICE AS SHOVN STANDARD LATERAL DETAIL (S -U w OF ROAD CROWN L ELEVATION OF ROAD > CL G IL /\\\'� O ceo IL \' 4 Zm cu Q W u,J r I- < Q U �/ / TYPICAL TRENCH CONTOUR m W DURING CONSTRUCTION Cn DATE 03/13/07 BENDS AS REQ D \/ \ NO. 047608002 SHEET 'x30• LONG RADIUS BEND 3/4, 2 GRAVEL CONTINUE GRAVEL BED b w i UNDER & PARALLEL TO I7 .. ;?• - PIPE INTO UNDISTURBED SAND 'Ly p,�) SOIL TO PROPERTY LINE DOUBLE SERVICE AS BED SHOWN ON STANDARD PIPE INVERT y :�•: LATERAL DETAIL (S-1) AND EXCAVATI❑N` STANDARD •Y' BRANCH TO BE LOCATED IN FIELD MARKER BALL TAPED - TO 6x4 VYE (TYP) ELEVATI❑N NOTES L 3/4' GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. MARKER BALLS TO BE TAPED TO 6'x4' 24' BELOW FINISHED GRADE. 4. HOUSE BUILDER VILL BE RESPONSABLE FOR CUTTING SEVER CLEANOUT TO GRADE PRIOR TO CONNECTION. INDIAN RIVER COUNTY MODIFIED RISER LATERAL IRAN IMG DEPARTMENT OF UTIIms SERVICES (DEEP SEWER) S-2 resuwc eoes SEE PIPE OPENING DETAIL (S-10) y 8, 4'-W ID 8, STANDARD 'T' BRANCH c`ti ,3 I PIPE INVERT �±/-CONCRETE 6' CHIN) v m Y T.- COVER ALL AROUND 6' CMIN) N o !`I (BY CONTRACTOR) (TYP) a x I SEE MANHOLE m o +• sa EFFLUENT & Jam,% •1 INFLUENT DETAIL + STANDARD LONG RADIUS ELBOW FILL CONCRET L24J OR BRICK V/TYPE I EXTENDED SLAB CAST CEMENT MORTAR INTERGRAL WITH BASE ELEVATI❑N SECTION A -A I _ SLOPE + A 27/Fr A - A PLAN VIEW Y TO BE USED WHERE DROP IS 2' OR MORE NOTES L SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. & SEE MANHOLE EFFLUENT & INFLUENT DETAILI DRAWING Na S -I1. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. SEVER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. DRAWING AWING INDIAN RIVER COUNTY Na DEPARTMENT OF UTII,I S SERVICES • TYPE "A" DROP S- 8 RmlilMtY mob MANHOLE COVER - LETTERS T BE MARKED 'SANITARY SEWER' Will - MILE ll ■❑C 3'-D' \ CONCEALED WATERTIGHY PICKHOLE PLAN VIEW WATERTIGHT BOOT RAIN GUARD (AS REQUIRED) I COVER - SECTI❑N 22-15/16' 20-5/8' .Y 17- FRAME - SECTI❑N NOTES 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS AND APPROVED BY INDIAN RIVER COUNTY, 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. DRAWING ��RIM ART i COUNTY STANDARD NO. UIMMS SERVICES • _Y MANHOLE CASTING S-3 xvlwecie eem 1 81 4' ID 8, ` PIPE INVER DROP LESS \\\ ^ THAN 24' 6' (MIN) �~ (TYP) SEE PIPE OPE IN DETAIL (S-10) FILL C❑NCRET OR BRICK W/TYPE I CEMENT MORTAR ELEVATI❑N SECTI❑N A -A A SEE MANHOLE EFFLUENT & INFLUENT DETAIL A PLAN VIEW TO BE USED WHERE DROP IS LESS THAN 2' NOTES L SEE MANHOLE NOTES ON DRAWING Na S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. MANHOLE DRAWING INDIAN RIVER COUNTY NO, DEPARTMENT OF UTII1TZEs SERVICES TYPE "B" DROP S- 9 .o.srr ems METERS SHALL BE LOCATED IMMEDIATELY WHEN METERS CAN NOT BE LOCATED INSIDE THE RIGHT-OF-WAY UNLESS IMMEDIATELY DJSIDE THE RIGHT OF WAY OTHERWISE DIRECTED BY IRCDUS THEY MAY BE LOCATED INSIDE THE PROPERTY UNE AS DIRECTED BY IRCDUS 7 -APPROVED METER BOXES 90' ANGLE LOCKING CURB STOP 90• ANGLE LOCKING CURB STOP SHALL BE POLYMER w (BALL VALVE TYPE TO ACCOMMODATE -APPROVED METER BOXES (BALL VALVE TYPE TO ACCOMMODATE ONCRETE & FIBERGLASS z 5/8.0x3/4.0 METER) SHALL BE POLYMER 5/8.0x3/4.0 METER) J CONCRETE & FIBERGLASS 2'0 PREPUNCHED 1', IYe, OR 2' HOLE FOR TOUCHTONE F J 2'0 PREPUNCHED CORP STOP METER LID (AS R'QD)W 1', IY„ OR 2' HOLE FOR TOUCHTONE ROADWAY FINISH GRADE o_ CORP STOP W METER LID (AS RTD) 2'-0' ( , ( 2'-0' Iia 1 la RDA AY 5�-(r 11-V 0. \INISH GRADE G / 2'-0' i I SIDEWALK \ \\ W /. M U ARKER BALL \\ � L) RACE WIRE ZLINE DUAL M + + , ARKER BALL CHECK BY IRCDUS - _ J- -� LINE DUAL LONG S�RVICE I METER W CHECK BY IRCDUS (SEE NOTE 5) LONG SERVICE z ETER (SEE NOTE 5, W-4) ZjCASING SLEEVE SHORT )- SERVICE RACE WIRE r - WATER MAIN C CASING SLEEVE -BRASS WATER MAIN (EXTEND UNDER SIDEWALK) a DOUBLE STRAP ELEVATI❑N -BRASS C3 SERVICE SADDLE DOUBLE STRAP a SERVICE SADDLE ELEVATI❑N NOTES I 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18' ON CENTER. 2. ALL SERVICES REQUIRE 36' MINIMUM COVER. A SEE NOTES INDIAN RIVER COUNTY WATER SERVICE 3. TRIPLESERVICE SIZE SHALL NOT BE LESS THAN ISERVICESSHALL BE A MINIMUM 2'0 AND QUADRUPLEA ASERVICES SHALL BE APPROVED BY IRCDMIS.-0, DUL SERVICES SHALL BE A MINIMUM 1-1/7-0� P z W - 4 D ARTM VI0 CES• .< \ 4. 1'0 & 1-1/2'0 LONG SERVICES REQUIRE A 2' MINIMUM I.D. CASING PIPE. 2'0 LONG SERVICES REGI IRE (OUTSIDE ❑ F RIGHT ❑ F WAY A 3' MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.C. 5. ALL METERS 2.0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED MANUFACTURES' PRODUCT LIST FOR METERS GREATER THAN 2'0. EPIN 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 OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. & RACE WIRE TO BE INSTALLED AS PER DETAIL M-16. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE. 10. (2) TWO PREPUNCHED HOLES REQUIRED FOR 2'0 METERS DRAWING CUNTY NO. DEPARTMENT OFWATER SERVICE W 4 UrTIIXMS SERVICES ems MANHOLE NOTES MANHOLE FRAME FINISH GRADE AND COVER CONCENTRIC "'a z 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MINIMUM TO CONE nom ^ MEET OR EXCEED A.S.T.M. A 185. ooswo¢ a 2. ALL CEMENT TO BE TYPE I. SEE PIPE OPENIN 24 3/4' 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO DETAIL (S-10) MEET OR EXCEED A.S.T.M. C 478. 0 a 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL (4 -j CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. F- SEE MANHOLE 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8'. FILL CONCRET a EFFLUENT & OR BRICK W/TYPE I + > INFLUENT DETAI 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR CEMENT MORTAR I EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. 4'-0' ID PIPE INVERT 8 � 8# S. 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 6� 6, 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP 6'-4' OD CONNECTION REQUIRED. 10, CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE ELEVATION SLOPE + POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION A A DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. SECTION A -A 2'/FT 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL MANHOLES. 12. N0, 40 BARS 9' O.C. EACH WAY IN SLAB (TOP AND BOTTOM). 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING 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' PLAN VIEW SHALL BE PROVIDED AS REQUIRED BY IRCDUS. 16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE TO BE USED WHEN CUT CLASSIFICATION IS 6'-0' OR LESS AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. 18, A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURER::l NOTES PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS L SEE MANHOLE RTES ON DRAWING NO, S-4 APPROVED MANUFACTURERS' PRODUCT LIST. FIBERGLASS LINERS SHALL BE P- SEE STANDARD MANHOLE CASTING DRAWING NEI. S-3 INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 20. PUMP OUT MANHOLE SHALL BE LOACTED WITHIN 20' OF LIFT STATION 4. SEE MANHOLE EFFLUENT L INFLUENT DETAIL DRAWING Na S-11 AND CONSTRUCTED OUT OF RIGHT OF WAY. DdDIAN RIVEAWING R COUNTY DR O. INDIAN RIVER COUNTY MANHOLE BRNO. DEPARTMENT OFMANHOLE N❑TES DEPARTMENT OF: UTIIs'1'IES SERVICES S-4 UTILITIES SERVICES STANDARD SHALLOW S-5 rcmxer sex - rtm+uzr moa SPACE AROUND OUTSIDE OF PIPE SHALL BE COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE OF PIPE (FOR FIELD INSTALLATION) PIPE CONNECTION TO BE NEOPRENE BOOT - WITH STAINLESS STEEL ACCESSORIES H.P. ELEV, OF FILL CONCRETE TO BE SAME AS DD OF PIPE2'PER FOOT SLOPE 6' (TYP) 3' (MINIMUM) ELEVATI❑N NOTES 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY DRA ANG DUTY � OF PIPE OPENING DETAIL S-10 re,m..ar eons 1-1/2'0 RE LOCKING SERVICE LATERAL CURB STOPS METER BOX 1\ La Z (METER NOT SHOWN 1'0 P.E. SERVICE + - > I LATERALLi Li o m 2, BRASS COMPRESSI❑N \ I WYE BRANCH j� 2' IN LINE DUAL J --- BRASS LOCKING CURB CHECK BY IRCDUS z STOP WITH INTEGRAL PLAN VIEW METER COUPLING J 2'0 PREPUNCHED } CENTER HINGED OPENING HOLE FOR TOUCHTONE (43ii'x7'MIN) W/STAINLESS STEEL PIN-- ( METER LID (AS R'QD) PROPERTY LINE ---,,,,X ` BOXER z z (/ (SEE NOTE v NO. 3) �uw m > (L 1I M U 1'0(MIN) CUSTOMS PIPING (BY OTHERS) OCATE MARKER BALL (WATER) ELEVATI❑N NOTES 1. METERS OVER 2'0 MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR. 2. ALL METERS 2'0 AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. 3. MINIMUM SIZE OF METER BOXES, 1'0 SERVICE (12' X 18')1 1-1/2'0 AND 2'0 SERVICE (17' X 28'). 4. METERS GREATER THAN 2'0 SHALL BE COMPOUND METERS. REFER TO IRCDUS APPROVED MANUFACTURERS PRODUCT LIST, 5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14, 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE. DRAWING INDIAN RIVER COUNTY Na DEPARTMENT OF METER B ❑ X UTIIdTIEs SERVICES W-5 SEE PIPE COPE DETAIL (S-10) .I l� 3/4' ROCK (20' UPSTREAM) PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH 3/4' ROCK STAINLESS STEEL ACCESSORIES (20' DOWNSTREAM) FILL CONCRETE OR BRICK W/TYPE I CEMENT MORTAR ELEVATI❑N PIPE J❑INT DETAIL AT MANHOLE NOTE 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. 3/4' ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE, INDIAN RIVER. COUNTY MANHOLE DRAWING DEPARTMENT UTII TIE�SSNERVICES EFFLUENT & INFLUENT S-11 n-- 0 c-mm 0 0 W.M.0 FLOW - REDUCED PRESSURE PLAN VIEW BACKFLOW PREVENTER WITH GATE VALVES ol7° ® 0�0 W.M. f F FINISHED GRADE ELEVATI❑N NOTES 1. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS INCLUDING SINGLE FAMILY RESIDENTIAL 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 PREVENTORS. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY 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 V-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. DRAWING INDIAN RIVER COUNTY NO. DUTH=S S RVIICES BACKFLOW PREVENTER W_9 MANHOLE FRAME & COVER SEE MANHOLE EFFLUENT &-TAIL \ INFLUENT DE ADDITIONAL REINFORCING BA REQUIRED AT OPENING. SLAB T❑ TO BE TRAFFIC BEARING. SUBMIT SHOP DRAWING FOR APPROVAL PLAN VIEW ,�,,,.,, L COURSES (MAX) LEVELING RINGS Zai GASKET ❑ I s- �' x Q 24' � N Q J SEE PIPE OPENING j w DETAIL (S-10) w u 6' MTN > - - (TYP) Q� FILL CONCRETE OR BRICK W/TYPE I CEMENT MORTAR ELEVATION PIPE INVERT SECTION A -A TO BE USED WHEN CUT CLASSIFICATI❑N IS 6'-0' OR LESS NOTES L SEE MANHOLE NOTES ON DRAWING Na S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING Na S-3. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S -IL MANHOLE DROVING IVER INDIAN RCOUNTY NO. DEPARTMENT OF UTIs SERVICES SLAB T ❑ P S-6 rcew,m ems = G G G I- I� 0000 O Li rq 03 I Ln I-- N N N Q rO CN I I I I o O O O O U z_ 4.. cn Z c w D cf) c!) Z U O > _O co 0 Ln- LLJ ~ p 5 w o _ w w cn W Z O >- ct) Q J F- U F - Z Q U �Z6 00 � o � 00 U z Cj LO C1J rn f- -j N (D >L -cu Ln 00 p U a Z-0 = Ocl) O ALIO) n 0 Q Q O U x E -� z l6L (u Q 0 0 0 Z O U 0M a0 z O roppp"O I •� I = >-(/I N I W Lo } Lj Y � N r V) ^ Y O � � N _ O N C U O OL (o 0 - Er � W C� (C-)) Lw L_ zC) w a Z LJ p w Q O p LL LLJ 7) O > z m r } m QLdw O 3 0 a in a w U W EC 2 (n p p U Q♦ ^ �/ J Q D O Z � n �f J `` Z LL U) U) �- 0 WUW L G �- O Z) u) Zm Q W u,J r I- < Q U �/ / m W Cn DATE 03/13/07 PROJECT NO. 047608002 SHEET NUMBER P7 J c Ari 0 U 0 U) m a 'o C 0 C O I T _O E y 0 .J 0 0 r 3 m 0 N u C rn 0 U O U) N a V C 0 E O To I T _0 E Y d C 0 0 o. 0 0 'U C 0 0 0 N L 0 3 0 D 0 .3 c N U U 0 v r C 0 W C 0 a� n 0 a E 0 0 N D N D' 0 6 � U t3 � E a N o 0 3 U E t t 3 1] 0 C E u Q U c 0 � 0 m 0 O D O a N u 0 L � C J c 0 W 0 C (/) In N U I .L 0 N CL. 0 c Or) o 3 E Ln V) _J < C LJ In n 0 J C F- �r 00 I a) r V) In O / o - o Cn Z.21 N O o� o� U L) / C N o O O 0 Oto O (D � 3 L iv 0 E 0 C C N E M C� a ,n 0 DETECT""" (SEE NE PROVIDE SLOPE A (SEE MAINTA WIDTH 2 PROVIDE TRENCH SLOPE AS REQ'D GRADE z 6' MAX LAYERS OR OTHER APPROVED Li w METHOD To ACHIEVE 0 98% COMPACTION TOP ®F PIPE \ m SIZE OF MAIN I � E N (U a J LL. ., T*1 SERVICE MAXIMUM WATER + - LEVEL ALLOWABLE IWERT 4' MAX LAYERS DURING CONSTRUCTION Z._ AT 98% i. Z CA) -DEPTH OF COVER 3/4' DIA BEDDING ROCK J I 1PIPE 0 p OR PEA ROCK WHERE12" 12' UNDISTURBED CONDITIONS REQUIREI OD SOIL TRENCH WIDTH Q .W, � ELEVATION Wvw NOTES L 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. CEI(PACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 5. TRENCH WIDTH 'V' - PIPE OD. PLUS 2'-0'. 6. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN I' BELOW SURFACE. TAPE TO BE MARKED -CAUTION, WATER LINE BELOW', CAUTION FORCE MAIN BELOW, OR 'CAUTION, REUSE WATER MAIN BELOW'. TRACE WIRE SHALL ALSO BE USED CONTINUOSLY [IN ALL PIPE. (SEE DETAIL M-14). 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 8. ALL PIPE TO BE LOCATED 5' D.C. (TYPICAL) FROM EDGE [F PAVEMENT, PER FMOT INDEX 105, INDIAN RIVER COQ TRENCH DETAIL DRAB G DEPARTMENT OF UTnrrtES SERVICES (UNPAVED EASMENTS) M-1 rcwxar ■m■ 3' FIBERGLASS POST -7 i m SIZE OF MAIN 00 E ; a J LL. ., T*1 SERVICE 3 � D z_ Z CA) -DEPTH OF COVER �D M 0 p rn FINISHED GRADE I� z CO \ / PLACE OVER PIPE IN VALVE LOCATION NOTES 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES AND REUSE MAIN VALVES. 4. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCTS LIST. DRAWING I COUNTY PERMANENT N0, UTI1TZS SERVICES . LAND MARKER M-9 TRENCH WIDTH _I MECHANICALLY TRENCH WIDTH 'W' + 4' MIN SAWSAW EXISTING SURFACE RESTORATION 6, PAVEMENT EXISTING BASE \\\ MIN DETECTION TAPE / / / / / / / / / / / / REPLACEMENT (SEE NOTE NO 8)� ` LIMERICK BASE IN 3 LIFTS AT 4 - �98% 6' (MAX) LAYERS OR METHOD(SEE NOTE 6) OTHER APPROVED METHOD TO ACHIEVE 9B7 COMPACTION N MAXIMUM WATER LEVEL + /� 4' MAX ALLOWABLE DURING ,,,,ERT > LAYERS CONSTRUCTION 4. w.. ::;//�� AT 9B% ��'� 3/4' DIA BEDDING ROCK OR PEA ROCK WHERE I2' PIPE 12' UNDISTURBED SOIL CONDITIONS REQUIRE TRENCH WIDTH 'W' ELEVATI❑N NOTES L WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRl1CTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED JOINTS Q-1/2' MIN, THKJ 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC VORKS/FDOT STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 7. TRENCH WIDTH 'V' - 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 :FLOW', 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 [F WAY, 10. ALL PIPE TO BE LOCATED 5' O.C. (TYPICAL) FROM EDGE OF PAVEMENT, PER FOOT INDEX 105, INDIAN RIVER COUNTY TRENCH DETAIL DRANO G DEPARTMM OF • UTILITIES SERVICES (PAVED AREAS & SHOULDERS) M-2 INST. LOCATE FINISH GRADE MARKER BALL IN ALL METER BOXES EDGE OF PAVEMENT `. / / - N x 12 L LOCATE TAPE-- + v\ -CONTINUOUS #10 STRANDED COPPER TRACE WIRE -ELEVATION-SERVICE DETAIL S TRIP HALF HITCH AT ALL SERVICE TAPS• EACH END OF ALL FfITINGS 4' MINIMUM PLAN VIEW 3 TWISTS 2"0 TRACE WIRE HOUSING- S-TEP OUSING STEP 2 WITH CAP 5 WRAPS MIN STEP 3 SOLDER STEP 4 MAIN LINE SPLICE DETAIL CONTINUOUS 110 STRANDED COPPER TRACE WIRE IR \E / V HALF HITCH J HALF HITCH ON BEHIND EACH EACH SIDE OF BELL ALL VALVES ELEVATION -VAI VF FOX r)EIAIL NOTES 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 2. INCLUDE ALL COST OF MATERIAL h TABOR IN PRICE OF PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), WRAP W/3 ALTERNATING LAYERS TAPE. COVER WITH WATERPROOFING COMPOUND AND HEAT SHRINK WRAP. 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. 6. ALL MATERIALS ARE TO BE PER IRCOUS APPROVED MANUFACTURERS' PRODUCT UST. DRAWING �� UN RIVER �o"` TRACE WIRE N°' s SERVICES DETAILS M-14 � W W d e e e e e o o e o n ru a U N Of � O o 0 0 0 0 0 o rO b ■� p ,• n QJ � � g � A W J o ■� g V- o e o 0 0 $ � �, b � Z t'u a s S a LO H- ) LZ o e o b w .In•. w fY N W g e Nq d, e o Ler n m A cu w a I.- y Z W m N N N W F o ti = Ld EM m m m W A C3 N N e e e C3 .+ A U Obi Niu it'I b � n o 0 o q W ¢ Uv Ninu Ili It n In b a aa,, 0 0 o a W WZ a b a e e o W W W WLLJM Z a N h In Lei "e., w w tu N N N 0) Q, Q N cmi Ei W Z = W Wf� M a I`�i n a Z z J Z p I� I� ■r �E O W J� J P9 Z T C, lg rl i Q: Eb»u n m m iU N Qi R 1, a Z y T W X IX W CC�ii o • o m - :: m a a)) w 10 a y a 0 irwa DRAWING ��RIVER COUNTY RESTRAINING NEL UTILITIES SERVICES SCHEDULE AND NOTES M-3 ro•u,•v emc -ASBUILT B' PLUG NOTE, A MINIMUM TEXT SIZE + STA.TO0.0AB3 1/8' SHALL BE REQUIRED CD ZL///5555'' ASBUILT 8' P.V.,R-6 TURNS ON ALL ASBUILT SURVEY'S rpRN / STI. 0+87' ,IH y / T.O.P. EL, 4.40 R/W 1 �EGQ�mw �� ' ASBUILT 8' 90• BEND MISTM 7 NONUMENIT WITH pa STI 0+6E STATE PLANE COORDINATE r.O.P. EL. 4.42 AM SHOV ON ASKMTS. ASBUILT 8' FORCE MAIN .- PAVEMENT i-- ASBUILT 8 22 1/2 BEND 0 P.M. UNDER W.M. - - STI. 1+16 OFFSET PR I►l"WEMENT 3 ' T.O.P. EL. 4.88 STA. 123+18 (18' L) I/Jt . T.O.P. EL. 6.44 �D = ASBUILT 8' 22 1/2'BEND F.M. TINDER S". S. AIR RELEASE STI. 1+22 OFFSET 7'R F.M. T.O.P. EL. 5.60 VALVE OVER W.M.T.O.P. EL. 6.62 SAN S r.O.P. EL. 6.40 - STI. 1+36 ASBUILT A.R.V. TAP 1F.M. T.O.P. EL. 6.48 STA. 1+26 OFFSET 7'R -ASBUILT 8' SLEEVE STA. 122.25 (18' LEFT) 3' P.V. T.O.P. EL. 6.32 11' R-114 TURN CORNER N OF BLDG. STA. 2+75 x F.M. UNDER TEL. �� R/W E4, a F.Y. T.O.P. EL. 5.36 m a TO TEL. EL. 6.26 Cbou g R/W OFF -� PRrp, LINE 121+00 122+00 123+00IN 8' SAN. S. _ ASBUILT 8J P.V., (EXISTING) R-4 TURNS STA. 122+74 T.O.P. EL. 4.40 NOTES L 1TILALfiC=V PPMTM, SHOWN ABOVE, REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE ENGINEER 13F RECORD TO IRCDUS ON REPRODUCIBLE (HYLAR) ASBUILT SURVEY DRAWDNGSU ORIGINAL ASBUIL' SURVEY'S N BE SIGNED, SEALED AND DATED. AN ELECTRONIC COPY [IF SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A CD IN AUTOCAD 2000 FORMAT OR LATEST VERSION, 2. BASELINE [IF CONSTRUCTION 6 STATIONING OF ITEMS TO BE ON THE CENTERLINE [I THE ROADWAY. 3. TOLOCATELOOCCATEP THE �A ASE STATIONING AS C[NSTRUCTiMPROCE LISTED, i SUBMITTED FOR THE ENGINEER 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER [F TURNS TO CLOSE EACH VALVE. 5. C13NTRACT13R TO PROVIDE NAME [F BUSINESS OR RESIDENCE, STREET ADDRESS AND TAX LA NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS 6. ASBUILT UTILITY LINES SHALL BE SHOWN VITH A WIDER SOLID LIME. EXISTING UTILITY LINES SHALL. BE SHOWN WITH A THIN DASHED LINE. 7. ALL CONMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE PARCEL ID i DOICATED IN PLAN INDIAN RIVER COUD115C AS -]BUILT D R A W I N GDR NG DEPARTMENT OF UT=S SERVICES (EXAMPLE) M-15 GRADES OBSTRUCTION-�`� �`` 1 36' (MIN) + COVER PRESSURE MAIN RESTRAINED JOINTS �-- - 45. OR 22 1/2' ENCASE Al REQ'DJ BENDS (M.J.) ELEVATI >k4W MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEVER MAIN CROSSINGS IF MINIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED (SEE NOTE 5A) GRADE OBSTRUCTION SLOPE TO R36' (MIN) COVER�� I SEE NOTE NO. 2 RESS URE MAIN FOR ACCEPTABLE - DEFLECTION CENTER A FULL LENGTH OF PIPE ENCASE AS REQ'D AT THE POINT OF CROSSING ELEVATI NDARDuTncRmTYPE NOTES 1. 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE CROSSING BE ALLOW':D. 2 CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM J[IINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM) 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS 4550. USE DIP FOR GRAVITY SEVER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEVER IS LESS THAN 18 INCHES. DIP SHALL BE USED FOR GRAVITY SEVER AT WATER LINE CROSSING VIM A LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINS AT A POINT [F CROSSING, AND TO LOCATE THE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER U 4E. 5B. ONLY UNDER EXTREME CIRCUMSTANCES MAY MINIMUM AND HORIZONTAL SEPARATION REQUIREMENTS BE WAIVED AND ENCASEMENT BE UTILIZED BETWEEN WATER MAINS AND FORCE MAINS. 6. SEE TRACER WIRE DETAIL M-14. 7. ALL WATER AND SEVER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUIM STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (LE, GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATION MAINS, ETC. B. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO TWO TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER I3F THE PIPE FROM THE TOP OF THE BANKS OF ANY BODIES OF WATER Q.E. STORMWATER PONDS, CANALS, ETC. 9. ALL WATER AND SEVER UTILITIES SHALL BE LOCATED SUCH THAT A MINI" HORIZONTAL SEPARAIKON OF 10' EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAIN. ]RIVER COUNTY NEL DEPARTMENT OF0 UTILITY CROSSINGS U7_'TT__MS SIUMCEs M-4 INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES AS -BUILT REQUIREMENTS 1. All as -built drawings (24"x36") shall state in 1" lettering "AS -BUILT" located in the bottom right hand side of the drawing original and/or copies, along with the as -built date. z. All state plane coordinates shall be based on the Florida State Plane Horizontal data (East Zone), or Florida High Precision Geodetic Network su erstation and NAD 83/1999 - final adjustment or the 9 ( p ) adjustment, most current datum adopted by Indian River County. 3. All elevations shown shall be based on 1929 NGVD, or the most current datum adopted by Indian River County. 4. All incoming as -built drawings (24"x36") shall be received on a CD, as an electronic copy, AutoCad 2000 format, with a tie to a minimum of two (2) state plane coordinates. (NOTE: Prior to submitting the electronic copy, one (1) copy of each as -built shall be submitted for review and approval. After all approvals, a (24"x36") Mylar reproducible along with five (5) signed and sealed copies of each as - built shall be submitted.) 5. All engineering or surveying as -built drawings shall be tied to a minimum of one (1) permanent reference monument (P.R.M.) that shall be tied to a minimum of one (1) section comer or one-quarter (1/4) section corner whichever is closest to the project. State plane coordinates shall be physically shown on the drawing next to the P.R.M. used. 6. All utilityas-built construction located within the rights-of-way, easements and alike shall be tied to the respective rights -of way, easements, etc., every 1,000 feet and change of direction. 7. All utility as -built construction plans that are located within a distance of one (1) mile from any Indian River County Global Positioning System (G.P.S.) control project monuments shall be tied into the project from one (1) on-site Permanent Reference Monument (P.R.M.) subdivision Comer, or site plan project comer. 8. All as-builts shall clearly depict as -built utility lines that were constructed along with their respective easement (if required)- As-builts will not be accepted unless the verbiage "Proposed" and/or "To Be constructed" have been revised to read "AS -Built". As -built Construction drawings with, to be constructed terminology, will not be accepted. 9. All as-builts shall be certified by the project engineer or contracting surveyor. 10. All projects, which utilize lift stations, shall specify on plans as to whether or not subject lift stations are to remain private or are to be dedicated to the county. 11. All fire hydrants and valves shall be located with state plane coordinates and shall be identified on the as -built. 12. All as-builts shall be complete and approved before commencement of field test. ASPHALT SURFACE 7 FINISHED GRADE {•�36' SQUARE ►{ ` 24' SQUARE ZD x \\W NEL 30 TYP PAD i. ONE CONCR MI 30 FORTINUIOUS CONTDNIAUS LIMEROCKf TYPE BASE v�EDC SLIDE \ TYPE I VALVE BOX TYPE II POLYETHYLENUCTILE IRO( STAY -PUT COVEN RAISED LETTERS MARKED CURB STOP BOX� 'NATER' SAN SEVER,'BRINE' ON 'REUSE WATER' AS APPLICABLE _(72RASS VALVE INDICATOR 12' (MAX) TYPE I TYPE II <i ROCK TO EXTEND z ABOVE EXTENSION _ AP WITH FILTER CLOTH PROVIDE EXTENSION AS SHOWN TRACE WIRE--__ J� 4 ELEVATION NOTES ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS L PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES (SEE 14-11) 2. ALL VALVES REQUIRE A LAT 4 LONG IN DEGREES IL MINUTES 3. SEE TRACER WIRE DETAIL M-14 4, RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. (SEE V-1) 5. REFLECTIVE MARKERS FORT FIRE HYDRANT (WATER) - BLUE 5. WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN REUESE MAIN VALVE - PURPLE BRINE - ORANGE DRAWING INDIAN RIVER COUNTY N0, DEPARTMENT VALVE AND BOX M-5 INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES SURVEY REQUIREMENTS 1. All Construction and/or Route surveys shall meet the minimum requirements of the Chapter 61G67, Florida Administration Code Pursuant to section 472 of the Florida Statutes. 2. All stateP lane coordinates shall be based on the Florida State Plane Horizontal data(East Zone); or Florida High Precision Geodetic Network (superstation) and NAD 83/1999 - final adjustment, or the most current datum adopted by Indian River County. 3. All elevations shown shall be based on 1929 NGVD, or the most current datum adopted by Indian River County. 4. All incoming route construction survey drawings shall be received on a CD, as an electronic copy, Autocad 2000 format, with a tie to a minimum of two (2) state plane coordinates. (NOTE: Prior to submitting the electronic copy, one (1) copy of each as -built (24"x36") shall be submitted for review and approval. After all approvals, a (24"x36") Mylar reproducible along with five (5) signed and sealed copies of each as -built shall be submitted. 5. All construction surveys shall be tied to a minimum of one (1) permanent reference monument (P.R.M.) at the end of each project. One P.R.M. shall be tied to a minimum of one (1) section comer or one-quarter (1/4) section corner whichever is closest to the project. State plane coordinates shall be physically shown on the drawing next to the P.R.M. used. 6. All surveys that are required for the use of engineering design, and are located within a distance of one (1) mile from any Indian River County Global Positioning System (G.P.S.) control project monuments, shall be .tied into the GPS monument from one (1) permanent reference point or the subdivision corner that is along the survey route and shall then be tied to the survey base line. 7. Horizontal Control Monumentation for utility lines shall be a minimum of two (2) points at a maximum of 1,400 feet between points and shown on all plans. 8. Vertical Control (when required) for linear utility lines, such as sewer, shall have a maximum of 1,100 feet between existing construction or established benchmarks. 24' X 24' X 6' THICK FIBERCRETE PAD AT EACH VALVE BOX (SHALL BE 36'x 36' IF LOCATED IN TRAFFIC WAY) 2'111 CURB BOX TO HOUSE TRACE WIRE WITH DUCTILE IRON LID DDOD+ WATER 72'0 2BRASS INDICATOR (EXAMPLE) SHALL BE FLUSH WITH PAD PLAN VIEW NOTES 1. VALVE BOX LID SHALL BE PAINTEDI BLUE - WATER GREEN - FORCE MAINS PURPLE - REUSE WATER BRINE - ORANGE 2. BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE) INDICATOR SHALL BE FLUSH WITH PAD. DRAWING INDIAN RIVER COUNTY NIL DVT= °CES k:.; VALVE BOX PAD M-6 GENERAL INFORMATION TO BE SHOWN ON AS -BUILT AND SURVEY DRAWINGS 1. Existing right-of-way limits and/or easements within the limits of construction. 2. Survey baseline stationing every 100', control points set every 500', and at angle change of direction. 3. Show cross section elevations at rade eve 100' for gravity sewer line 9 every g Y construction and 500' for water line and force main construction. Elevations that reflect any significant change in grade between the previously stated footage shall be shown on plans. 4. Existing parcels, tracts, and lot corner locations shown with front footage dimensions per plat when platted. If construction project is along back of lots, then show back lot dimensions. 5, EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF DIRT ROAD. 6. Existing utilities as located in field (water, sewer, telephone, electric, cable TV, etc.) (NOTE: Sunshine One to be contacted by surveying firm prior to survey locate; with the intent of countyuntY excavation.) 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) 8. Existing curbs, driveway widths and types. 9. Existing drainage pipe crossings and driveway culverts (type, sizes and invert elevations.) 10. Existing swales and/or ditches and elevations every 100' at top and bottom if within area of construction. 11. Existing fences. 12. Existing trees and/or shrubbery. 13. All other non-movable items such as mailboxes, flag poles, etc. 14. All street names. INDIAN RIVER COUNTY AS -BUILT 'NO.O."G INDIAN RIVER COCONSTRUCTION / R ❑UTE DRAWING INDIAN RIVER COUNTY D R A W I N G DEPARTMENT OF DEPARTMENT CrF NO. DEPARTMENT OF ��... A S -BUILT /SURVEY N0. UTO,iTIES SERVICES REQUIREMENTS M-16 UTAS SERVICES SURVEY REQUIREMENTS M�-A1)6 vTIs SERVICES REQUIREMENTS M-16 � B � U _J _J _ m :2 5i m 0000 I I I I W rn oo Ln F -- C,4 N N < 1•`) N N 0 000.- 0 Z t1 l� cn F- V) Z W D � < 0 z Z U O >O 0 cn w F- 7' :2 > 0:� 0 0 3�: � < 1- (n � W W Z 0 Z } � (ten < FW- L) H= < U Z < U Z6 U O 00 C)0) (D _ I >= co w O p U < s r. o co O p 0 N Q N mva < O U _ L x E Z i LL co <U o O z o v O_ I,) oo z O ^ O I w 0 � J ,n w Y IU N �_ CO n Y 0 N N C O O rV O � � tL w / C w0 Y U < O C9 CD CD a U w z W w < Z L LJ O t1 it w Q � w W U U U O r Z MM } m C/') o m o w< z z Y w O CJ < V) < w U W O_ M U) 0 O 0 0 J F_ Z J �0Q W BZW J 0 J UW MU1..1. U) El W W 00 Z ; J LL. ., VJ 1=0 v Q � � Wvw 'ryZ2 0 C) mz Q WW rn V J Q U W W DATE 03/13/07 PROJECT NO. 047608002 SHEET NUMBER P8