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Home My WebLink About2006 - Phase 2 Construction PlansU C N N a V 0 N Q c V SANt� ROSS I T y Y 0 T . 0 0 y 0 PROJECT N SITE N a QLr) C � H T C. R. 512 Y , � T 9 0 O \ Q 0 a 0 VERO LAKE ° ESTATES ESTATES SHARK 'o MART U J Qy U VICINITY MAP NOT TO SCALE LIST OF c;ONTACTS: STORIVIKATER ST. JOHNS RIVER WATER MA JAGEMENT 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: KENJONES ENGINEERING CITY OF SEB STI AN ENGINEERING DEPFARTMENT 1225 MAIN tiTREET SEBASTIAN, FL! 32958 PHONE: (772) 5$9-5490 FAX: (772) 589-5570 CONTACT: DAVE FISHER WATER AND SEWER i FLORIDA DEPARTMENT OF ENVIRONMENT PROTECTION 3319 MAGUIRE BOULEVARD, SUITE 232 ORLANDO, FL 32843-3767 PHONE: (407) 893-3989 FAX: (407) 891-2966 CONTACT: DENNISE JUDY INDIAN RIVER COUNTY DEPARTMENT OF UTIOTY 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 �I C 90SS1\4GS CO,\A\A = 9C A _ SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA 32958 SUBDIVISION CONSTRUCTION PLANS - PHASE II SEC. 22, TWP. 31 S, RNG. 38 E F O N U U U U U U 0 y r n (f 7 U \ � \ 0 \ 0 Lj i m cQ Q 3 0 i IT'S THE LAW. 3 1-800-432-4770 O U I TI Z Z S. Sunshine State One Call of Florida, Inc. , � w S' O O U U O Q Q O :D O0 O O a 0 Z < > n. E z z LIJ � � � d w W — F o � m O O O w —I J U 0-- U Cn s:. V W W 0- o _ 0- 0 O N Lw 1— F- � I 4i yvcnEcnU el C«C% z 0 a 0 a � N 3 ,.N) rn 1 .� DEVELOPER D � 3 CRF PANTHER II LLC p n O 0 500 S. FLORIDA AVENUE, SUITE 700 C0 v Q Q p U ¢ LAKELAND, FL 33807 X EO PHONE: (863) 647-1581 o FAX: (863) 647-3992 O rn m0 N CONTACT. WILLIAM REYNOLDS, JR. 0 E� Q 00 a 1 A2 It LANDSCAPE ARCHITECT Nn a a KIMLEY-HORN AND ASSOCIATES, INC. o = 601 2-i st STREET, SUITE 300 N VERO BEACH, FL 32960 O N � � PHONE: (772) 562-7981 - v FAX: (772) 562-9689 CONTACT: DAVID WOODWARD OfLU ENGINEER N KIMLEY-HORN AND ASSOCIATES, INC. 0' 601 21St STREET, SUITE 300 0 VERO BEACH, FL 32960 O PHONE: (772) 562-7981 FAX: (772) 562-9689 m a CONTACT: JARED C. HOCKENBERRY, P.E. � cn o I n, LLJ CF v L SURVEYOR O " v y WILLIAM I OTT LAND SURVEYING, INC. cnI 3716 N. WICKHAM RD, SUITE 3 a MELBOURNE, FL 32935 PHONE: (321) 751-4444 o FAX: (321) 751-4445 CONTACT: JOHN M. MOTT, P.L.S. Q N Q 2 N o BUILDING MANUFACTURER g o 0 s RABCO 3 P.O. BOX 27 i OCOEE, FL 34761-0027 PHONE: (407) 877-0220 ° CONTACT: BUSTER OWENS E � E ESTATES SHARK 'o MART U J Qy U VICINITY MAP NOT TO SCALE LIST OF c;ONTACTS: STORIVIKATER ST. JOHNS RIVER WATER MA JAGEMENT 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: KENJONES ENGINEERING CITY OF SEB STI AN ENGINEERING DEPFARTMENT 1225 MAIN tiTREET SEBASTIAN, FL! 32958 PHONE: (772) 5$9-5490 FAX: (772) 589-5570 CONTACT: DAVE FISHER WATER AND SEWER i FLORIDA DEPARTMENT OF ENVIRONMENT PROTECTION 3319 MAGUIRE BOULEVARD, SUITE 232 ORLANDO, FL 32843-3767 PHONE: (407) 893-3989 FAX: (407) 891-2966 CONTACT: DENNISE JUDY INDIAN RIVER COUNTY DEPARTMENT OF UTIOTY 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 �I C 90SS1\4GS CO,\A\A = 9C A _ SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA 32958 SUBDIVISION CONSTRUCTION PLANS - PHASE II SEC. 22, TWP. 31 S, RNG. 38 E F SHEET INDEX � Cw m .. ' :�E C1 COVER SHEET o 0 P1 PRELIMINARY PLAT P2 SUBDIVISION SITE PLAN - P3 SURFACE WATER IMPACT PLAN Z P4 SUBDIVISION GRADING AND DRAINAGE PLAN P5 SUBDIVISION EROSION CONTROL PLAN w o Q P6 SUBDIVISION UTILITY PLAN < 0 P7 IRCDUS STANDARD WATER AND SEWER DETAILS a E P8 IRCDUS STANDARD MISCELLANEOUS UTILITY DETAILS o = > W O J O O in m (n O m p w w Q Z Z Y J U �;: U Q U7 Q w U W 12� _ (n O O U PHASE I ROADWAY PLANS BY MBV ENGINEERING, ,r JOB NO. 03-560, SHEET C4-8, DATED 5-30-06. 1 s eceived N W JUN 2006C4 P&z W M a �ti l U) ��8ZLZ9Z� LL GENERAL NOTES -- - \W CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL / OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, O UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. U CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING �T SUCH OPERATIONS. PR LrAR E D R L 1 . THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE IJ_ CONSTRUCTION PHASES OF THIS PROJECT. \®r'Niml_ SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION IL- = PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY ` _ .. z_ ._.. Associates Inc, RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY (D 2006 Kimley—Horn and Associates, Inc. N PERMITS REQUIRED .`CITY OF SEBASTIAN PRELIMINARY PLAT APPROVAL _' CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION PLAN APPROVAL 4 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 9 OF ALL PERSONS AND PROPERTY D URING 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 1S 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 °a ELEVATION FOR ZONE A ESTABLISHED AT 17.2 FT. NGVD PER o N DHS—FEMA CONDITIONAL LETTER OF MAP REVISION BASED ON FILL L F CASE NUMBER 05-04-4801C, DATED NOVEMBER 29, 2005. M - - - U) p C) U U U U U U Z r n (f (a Co Ca Ln LO Ln O CALL 48 HOURS 0 \ 0 Lj BEFORE YOU DIG m cQ Q Ln �.rn IT'S THE LAW. 1-800-432-4770 O U UW �Wz2 LL Z Z W W cn Sunshine State One Call of Florida, Inc. , � w 2 O O U U O Q Q O :D O0 O O mcnz cry Z < > z z LIJ � � � d w W — F o � m O O O w —I J U 0-- U Cn U W W 0- Q' 0:� 0 C) L'-- 0- 0 O Lw 1— F- � I 3� W yvcnEcnU C«C% z 0, ,.N) rn 1 ice+ Uj w L 0 - Fw- 00. o�Q� o p n O 1 m C0 v Q Q p U ¢ X EO 0 O O z O _ U O rn m0 ? (f) N 1 w co >_ -J } 117 w O N � � - N U _ O z O O � � m SHEET INDEX � Cw m .. ' :�E C1 COVER SHEET o 0 P1 PRELIMINARY PLAT P2 SUBDIVISION SITE PLAN - P3 SURFACE WATER IMPACT PLAN Z P4 SUBDIVISION GRADING AND DRAINAGE PLAN P5 SUBDIVISION EROSION CONTROL PLAN w o Q P6 SUBDIVISION UTILITY PLAN < 0 P7 IRCDUS STANDARD WATER AND SEWER DETAILS a E P8 IRCDUS STANDARD MISCELLANEOUS UTILITY DETAILS o = > W O J O O in m (n O m p w w Q Z Z Y J U �;: U Q U7 Q w U W 12� _ (n O O U PHASE I ROADWAY PLANS BY MBV ENGINEERING, ,r JOB NO. 03-560, SHEET C4-8, DATED 5-30-06. 1 s eceived N W JUN 2006C4 P&z W M a �ti l U) ��8ZLZ9Z� LL GENERAL NOTES -- - \W CONTRACTOR SHALL BE RESPONSIBLE FOR RAZING AND REMOVAL / OF THE EXISTING STRUCTURES, RELATED UTILITIES, PAVING, O UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS. U CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING �T SUCH OPERATIONS. PR LrAR E D R L 1 . THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE IJ_ CONSTRUCTION PHASES OF THIS PROJECT. \®r'Niml_ SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION IL- = PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY ` _ .. z_ ._.. Associates Inc, RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY (D 2006 Kimley—Horn and Associates, Inc. N PERMITS REQUIRED .`CITY OF SEBASTIAN PRELIMINARY PLAT APPROVAL _' CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION PLAN APPROVAL 4 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 9 OF ALL PERSONS AND PROPERTY D URING 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 1S 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 °a ELEVATION FOR ZONE A ESTABLISHED AT 17.2 FT. NGVD PER o N DHS—FEMA CONDITIONAL LETTER OF MAP REVISION BASED ON FILL L F CASE NUMBER 05-04-4801C, DATED NOVEMBER 29, 2005. M - - - U) p C) Q o Z r n (f 1 LL- :) z U) � O U UW �Wz2 LL _ 2 I- O :D w Z m z Q W W U < Q U m w u� DATE 5/16/C5 PROJECT NO. 047608002 SHEET. NUMBER C 1 PRELIMINARY PLAT OF SEBASTIAN CROSSINGS COMMERCIAL I I I I I I I { I I I 84 1 85 86 87 1 88 89 1 90 91 92 F, 93 94 95 1 96 1 I 1 1 I I I I I ! I I I I y I I 1 t t I 1 1 I I I I I I I I I I f I I I I ? 79 � 78 � 77 � 76 � 75 � 74 � 73 t 72 � 7 I 83 � 82 � 81 � 80 1 } 1 1 1 1 I I_ CArc _ -._.uSLE._VJAY _ _ 0 80 160 I t � SCALE AS SHOWN FELLSMERE BROOKSIDE HISTORIC CEMETERY DEVELOPER/CO-OWNER: AREA CRF PANTHER II, LLC 68 AVENUE, SUITE 700 I 0.804 I I I I t t I' I } I E I 647-1581 t t 69 � I { I i 1.396 i TRACT A 1.676 I I t TRACT C I I i = 0.217 SEBASTIAN CROSSINGS 10.138 PLAT BOOK 19, PAGE 33-37 W f I O o- o w � rn � o o Z oL- � ,, j <5 � Y w r `3 p :D�U L' Y -.t' Z •�' �lj _iq'S m - c cY is •r N I , n r 1., ,J m w�i C -C � , .r � w M I { 4.. N a,. W Q � T _ < , y *A LJ -Yrr _ �J o a Z < O Lit SOUTHWEST CORNER F C7 F --D -� TRAM, 00; >71 m SEBA I' ', CR_0S A S N T J � �U P AT.: 1 PAGE 33 7. L 9 �� '• U W � Ul 0 CD I ' .B04K - IIIIIIIIII � ` .v;;• : >M ': cam'• a :e + .�. R, � .ice .. , ....•. _... ....,. •, .: ,,.. ... , rr' : r:`:<r .F s 4 FELLSMERE BROOKSIDE HISTORIC CEMETERY DEVELOPER/CO-OWNER: AREA CRF PANTHER II, LLC 500 S. FLORIDA AVENUE, SUITE 700 LAKELAND, FL 33801 0.804 CONTACT: WILLIAM REYNOLDS JR. PHONE: (863) 647-1581 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. w 10.138 AC. NOTES SECTION 22, TOWNSHIP 31 S, RANGE 38 E VICINITY MAP N.T.S. CO-OWNER: SEBASTIAN RIVER CROSSINGS, LLC 3696 N. FEDERAL HIGHWAY, SUITE 203 FT. LAUDERDALE, FL 33308 CONTACT: MATTHEW MARKOFSKY PHONE: (954) 439-2689 USE PROPOSED MINI -STORAGE FACILITYPRIVATE { ) FUTURE COMMERCIAL PRIVATE FUTURE COMMERCIAL (PRIVATE) FUTURE COMMERCIAL (PRIVATE) PRIVATE T WATER PRIVATE STORMWATER M PUBLIC RIGHT-OF-WAY PUBLIC CITY 1. ALL UT1LTES ARE AVAILABLE I.! V ABLE TO THE SITE AND HAVE BEEN COORDINATED WITH THE REQUIRED UTILITY COMPANIES. AGREEMENT B TWEEN INDIAN RIVER COUNTY FLORIDA AND CRF 2. PER RIGHT-OF-WAY E ' PANTHER II, LLC, COUNTY TRAIL PROPERTY HAS BEEN RETAINED BYDEVELOPER AS A DRAINAGE EASEMENT TO PROVIDE STORMWATER DRAINAGE OUTFALL TO THE SLOUGH. 3. COUNT.' STORMWATER PROPERTY AND COUNTY TRAIL PROPERTY WILL REMAIN AS EXISTING AND A ST. JOHNS RIVER WATER MANAGEMENT DISTRICT PERMIT WILL BE REQUIRED =RIOR TO DEVELOPMENT. U U O D U Uin c0 c0 I- (N O-) cp Q Lnr-- Z w Z W CD c, U on O O : ... ., ... ,....-. Q <•i•-+ Uj W a Q J o'v Q o o cn " o z_ z �QV)m 4 w LL'Q > w rK W W o O o- o w � rn � o o Z oL- � ,, j <5 � Y w I-- p �_ CD c, U � co Cn Q : ... ., ... ,....-. I cn <•i•-+ Uj w Z) Z o'v Q "'• 'Q �QV)m 4 O U >_ E 2 X �0 0 0 Z 0 � "'0)z o � rn � o n Z 2 ,, j <5 � Y N J N I-- p :D�U Z m o N m WCn W N U m w�i C -C � Ld � w M N W Q � T _ w LJ W o a Z < O Lit ltl : U C7 F --D -� M >71 m cn o m Q 0 w J � �U Q (n Q W U W � Ul 0 CD I ' S U 4. TRACT A "PRIVATE STORMWATER" WILL HAVE A NON-EXCLUSIVE EASEMENT GRANTED TO THE SEBASTIAN CROSSINGS COMMERCIAL OWNERS ASSOCIATION, INC. FOR ACCESS 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 STATUTES. 6. 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. VAIIUN - �I CIRCA 1 88 PROPOSED CONSER CRC 8 ,� I' 7. TRACT B PUBLIC RIGHT-OF-WAY TO BE DEVELOPED AS PHASE I OF SEBASTIAN v i► 1��' ,j"r _ EASEMENT li U LANDS DESCRIBED IN 1 PAGES 305 CROSSINGS COMMERCIAL. THE REMAINING TRACTS TO BE DEVELOPED AS PHASE 11. ry I O l DEED BOOK 5 T _ � � • r ,, � ,', �� E ;, 1 SOUTHWEST CORNER OF TRACT A a SEBASTIAN CROSSINGS N 1 6 I PLAT BOOK 19, PAGE 33-37 I Ija LIMITS OF PRIVATE RIGHT-OF-WAY t o cL •W ; � -''> � ,��. _ � I, ,.�:�4-=-� LEGAL DESCRIPTION: (BY SURVEYOR) i✓ _ �� ;t�: °` � � : _. -• #'ROPOSED CONSERVATION o re , a. Q .� LOT 1 ' �- , � � �. � � � � -�-EASEMENT 1 I (s.2ss ac} E i' ---�--�A portion of lands described in O.R. Book 1624, Page 1870, o � , � � : Y � . _ I SEBASTIAN CROSSINGS BOULEVARD ....:,��-= _.--"--" • " PRIVATE I 50 PUBLIC RIGHT-OF-WAY - `---=-==�- --�-r t and lands described in O.R. Book 1910 Page 18 inclusive R I EGRESS EASEMENT 1!; -� r f ; I , STORMWATE EXISTING INGRESS/ { _ - ' of the Public Records of Indian River, Florida, being more TRACT A N I ' ~� I o a K (TRAC Ac) HE WEST 60 OF THE EAST 1256 t - - - - I i r � '=�-`"`" �-� --- _ particularly described as follows. o p Y x ;. o I I -„__�--.-.'•` rte_ -_�-.W a rl d d r 1 EXISTING INGRESS EGRESS EASEMENT - r-» y T --=' - r- , I-- • I I•I _ l m o ! - r SEMEN 713 _ - _ --- I ' Commence at the Southeast corner of Tract D Sebastian O � � ,� >. SITE BENCHMARK 1 �- ('� THE WEST 60 OF THE EAST 1256 _ - �- - -""-�^ _ _A_N aF--E--A- E-'�c - 1"W _ __ ---- ' O , r < SET 5/8" IRC STAMPED N I j') _- t _,•,_.,..--�"""=`�- E T-=-•---Rc 52'0 - t Crossings, according to the Plat thereof, as recorded in LB 696 iRAV. PT.' r I ICi f _ - I � I' '_""_ D�pEN WAY.__._.,:�--=._.=--=-�O�ER SCRIBEC IN 18 Sg�'_ ---'_--'-___ _-� t � t ^•, ELEV,-19.12• _ - FKt �E 24 11 Plat Book 19 Pages 34-37 of the said Public Records of � � x / I z 2 � � t - - �- , �'I 10� �==-`'_. -= �O R BpOK 1203, P AGES ITY EAS�FMENT I ` - --•- - - ; ; J j , g ° _ - N89'4212 W 304.56 N$9°39 2fi +� 271_7B_' - - I - ' _ - - 5 ANo �Ti� _ --r I Indian River County, Florida; thence South 00012'10"West - 15 ACC 1 1 lalong the West Right -of -Way line of Sebastian Crossings I- N , x I 1 � _ 101 _ i ___ - � EXI F:. Q ld8�' , I _ - __ Q W t �I; Boulevard (Tract A, a 50 foot wide private Road Right -of- --' �; � N89'42'12"W 156.96' � � N89'42'12"W 147.6Q' f� � � _ - __ __ ---- I A M t � _ I - _ _ � r ��n i TRANS FRARROAC � _M- �0 6 -----' - LANDS DESCRIBED Way, as shown on the Plat of said Sebastian Crossings), a W I I I I= I' : 1 I I CENTRAL �, co � cv r I I i- t of I RICHT-OF-WA _ _� 589-47"50 �E N , IN O.R.BOOK 0868, , U I distance of 20.19 Feet to the POINT -OF -BEGINNING; thence I l- 11 1 1 I _ UBLI a( I I I Q I I o I ' - 1 � _ _ M ,.�; I f. �-CA-��pyE�� - -_ _ - __- 50.00' � R o I o i PAGES 0952 i LOT 1 �~;, continue South 00012'10"West along said line, a distance I -I SACT e O of 282.67 Feet to the Southwest corner of said Tract A, N � -STORE cV �- PiROPOSED 10' PUBLIC a •C217 ,I � o ° „ - : N PROPERTY LOT 2 I 1 LOT 3 LOT 4 = �` o, I ROMAR SUBDIVISION J o 6 thence continue South 00012'10" West along the West I (NOT PART oP PLAT) t 5 (O 756 Ac) �1 I I �' 1�TILLLY L� (1.396 AC) 7-I I PLAT BOOK 10, PAGE 31 J i 1 i..: Right-of-Wa line of Sebastian Crossings Boulevard a 50 , I (0.983 AC) (o.t304 ac) I � o _ �, I. I o ;Y g ( I t t -1 PROPOSED ACCESS Noo 12'10"E \ I I I I I w LANDS DESCRIBED I Q' � 1 _ -�" N' I� LOT 4 LOT 3 � o I I foot wide Public Road Right -o# -Way as shown on the Plat of � a I $ - I EASEMENT a' 49.40' ' 0 1 I w 1 O.R.BOOK 1550, said Sebastian Crossings),a distance of 164.59 Feet to the L-°._• a _ - o " ' 50.00 �� N I � � I � MAGES 1447-1451 � � N89'39'26 W 39.62 1.24' I intersection of the West Right -of -Way line of said Sebastian I S89'39 26 E 26 N89 39 26 W - g Y Q �t -' � _ \ - - � o 50.00' � � cn � I ! Crossings Boulevard and the South Right -of -Way line of ORT 1 i _ - �� oo- I EXISTING 25 �w i I Dryden Avenue (a 100 foot wide Public Road Right -of -Way /,-�N HT-OF-NAY , ACCESS EASEMENT I i W N , o� 89'4 '1 W 17� •• �: r. ` as shown on the Plat of said Sebastian Crossings); thence I C:C. R _ 512 z 89'42'12 W 156.96 - - - - _ - - - - _ - _ Right -of -Way , _ 8 '4 1 'W 147.60-,�$9'39'2� 271.7 - - _ `r � t � ! I North 80°52'01" East along said South Right of Way line a - - - - - .1►= y^�•': •10"E=--N89•a2'12"W - N89 42'12"w- _ - _ -- _� - _ _ _ __ - - _ _ - I f Romar . --- --- 2 f!, ,�' �' � r•' �IJ89'39'26"W_ PRQPO,�E_Dw Sl��l_ _.- -- --•- -- m_...- •I distance of 50.67 Feet to the Northwest corner o N - 1 _co' - -5 � 53.62',, _ - /_. _ _ --✓-- T ,25 0 6 EASEMENT ' --- - - - - --- �,' Subdivision, according to the plat thereof, as recorded in v, L �_ -- _--�1�7--`-l--L-�" __-_- Soo•12'10"W=__ ______ _= Soo12'10"w_,�_____________________________� Plat Book 10 Page of the said Public Records of Indian •, 10.00.__._-_..-____.._4,.<_�..__-�.._..rv....,_.._. ._w__�,.--;..:� 2, .00 r�I_.�.._.__.__._,_-._..._______-, 9 , o- - - -� ---�- --` _�,- - - - _ - - - - - - _ - ' - - -� River County; thence South 00°12'10" West along the West i \�,-��-,- `- = --, ^�_-_ �- _ - - - _ _ - - - __ - _- - - _ _- _- - - _ �' _ - - - - - - - - _- - - - _ - - - - - "✓ line of said Romar Subdivision a distance of 193.00 Feet to C) cn-' -� - -= - = _-- --- �- = _- - ----~--- a _ UNTY HO -A07-5 I y" he North Right -of -Way line of Count Road 512 as shown r - �' on F D O T Maintenance Ma 88040-2507 and in Plat Book ', - ... . ter- .' -: .-.- .. _ ... ..'r... .:.; .- _ . , . - < :.:� � . l c _. _- _ ._ - „ I t ., , :; .. , _. . ... .-. ,- >, a., . , ,... . <.:: - , . ... ' .. ,. _:_.srr-• -: ., r`.:. - rr:.-"ir'-".,ate . •��. ",--a.s-+• _.tile: .•--�..iY-- _ .. i , .. _ ..... ,_ .. :_::_ -. - >--� - .-�- _ - -..___ � said Public Records of Indian River, • .�.' :. , . ,_ ,:. age o e , c , - .. -. r. _ EDICAI N. _ ,r. _ . _ - �. PROP(3SEb,CI�,:�1�;I�bADWA�' f Count • thence ort est along said iht-of- o � ._ .. „ _ . .. .. r . .. _ ., < _ _. RIGHT of _WAY. eEo cA o r \'- , g ., .. , .,-. _ _.-- .. .. --- .._ .. _ -_ .:- RC STA EO .. _. ... _ .:-- . „ ,. 'SE 5' 8 . a PLAT 00 DINT" _ . , _ / E .� .- . _ -. - - - tJTS 8Y t3THER , , .. _, - ... ,. X1.8 69 „ -- . , , , .. - _ . _ _ r - A < Way line a distance of 361 41 Feet; thence North 89042'12 << 4458 C , , _ - , - - �SfV. 18:3 ... . ... ..__ , . , .. .. : - - - - > PROPOSED ME � E` I ISN.. . _ - <. _ .. .... ., :.,, . r .. . H .. X10_ Ir :.:.: ,..: _ - . - . _.. _ . _ �. ...- _.. ESICNEa:To.uN� l�. I. West a distance of 483.15 Feet; thence North 00 1210 A -. - RE�t) , , .- i N CROSSINGS•, AS WITH. -:SEB ''I O R 5 t East,a distance of 393.90 Fee thence North 65057'41" �-} Y OTh1ER � eouLEVaRo : r�,WAY .:.-� , -,._t East a distance of 444.72 Feet; thence North 82019'08" I• I : .e, yr ., t +.- • ,', - - ,. ,. _ - _ _ ,: .. _. 3.�` distanceof 392.77 Feet to the POINT OF - : _. a lx RE�EIS f• I East, a r s a „ +• I =I Z E < , r .. ._ ... _ _ - .. . , - - - - .,w. _ - , _. c .: .... . .. v. .. .. ..- a... ... ..x rx_ - -, .. .. .. .. a ... a . ,.. .. .. .. .., _. , � � � , :, '. r _ <: r r = _ _ _ _ t - 4 -,. �;:. � - h _ r _ -_ Q i Containing 10.14 Acres of land more or less. DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER E P 1 5 -: a' 0 c. Q : ... ., ... ,....-. .. .. w Z) Z "'• I .- ,. a ... , <.. , ,. ... r.. , Q > r �0 U _ ,. .. ... .. -.. .. _ _ _II:E s <. - ry n Z 2 <5 DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER E P 1 0 Q Z w Z) Z �J Q �0 U ry WUW W Z 2 <5 I-- p :D�U Z m z Q WCn W t - U m w�i V I DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER E P 1 U C N v' 0 'U O N Q v O 0 _ E Y 0 a v 0 0 N U N v 'U 0 N N Q 0 L O S T E Y a 2 v CL 0 a v v a C 0 N 'i 0 i 0 3 O t 3 0 v C: 0 a� u v_ L CL L 0 CL a C3 p, o 0 N 7 Q7 a� � v U v a L CL >, o � 3 E U � 3 L o c � V 0 O a N U1 o O a v � a � w 'V o_ z h Q a� J L 0 Ljj F— T 0 0 p C ` m ami U N N u N O ••' � ai Z E L J m tl I FW- v v 0 m= D V) I W N ai n 0 / a a_ C/)7 Z 0 �o 0 Q N Q a U v / c N 0 O 0 0 t 0•.•.�� .� LY Y ,\ 3 rn �♦ o W N 18 15 \.. - - - ;, / r 25' DISTURBED A. l UPLAfyb BUFF17�ER. - x �^ - / ,• ,e FLAGG00--WE.TI A'ND j .-'', ',q �, �`"- �� _�. / ,• .. w"/�f , AREA f / r' �� .. '.' - - _ - - - !/' x f _, f�f -392.77' ` _ — — 1 I K I 0 50 100 16 - II IX �*,, ��-- _ _ _ — I0 SCALE AS SHOWN 000 cat: X ,r''f i ff� N65y�I I > I 4' HIGH BARB WIRE FENCE / Ix 00 TO BE REMOVED BY OTHERS I W I _wco O a II m 3 I L x cn � � j f / QIP � I I LIMITS OF FLOOD ZONE A, I (� (� 0► I I I 167.2E FT. ONGVDOD ELEVATION ! 5° .OU GH, . f QRoQ 01 I ! I � Z (� uC ROADWAY TO BE I IX Z BYOTHERSI c e I I I Ix .x / �-^• / ' WETLANDLOI I I I x 06 PRESERVE FENCE M LIMITS OF PRIVATE i I I LOT 1 I I RIGHT-OF-WAY (5.289 AC) I I I �. ----- I PRIVATE o 1 I \ I STORMWATERx- I X� TRACT A I I I I I x x 1 {1 I( I = I (1.676 AC) LO /� IIIc II�1 IX - _ - I, x ! Z N= - I I IOU f�l; I:II I IIIf I11I I I- ---------------� ROADWAY TO BE - - - - - - - - - - - - - - x/'� CONSTRUCTED I N89'39 26"W 271.76' BY OTHERS I N89'42'12" 304.56'�-- },I --- I I I ------------------------ I N89'4212'W 15696_ IN89'42'12'W 147.60' I ( I gills I�1! a �---- --.P �---------- X 1 1} 11 1 `� I I I I I I 6 FRONT, 5' SIDE. I I I I I I I I I !. 0'52'0~ 0 1 I I I 1 p' REAR BUILDING 1 ( { I I SETBACK I I I I I I III I Ib.67' !-- 1 I I I I ( I x I EXISTING 15 11 I I I I 11 1 !;ACCESS j! I POND TO BE CONSTRUCTED BY II II I I ! I I I I I I 1 I I U B LI t' EASEMENT Ix #III + I I INDIAN RIVER COUNTY PUBLIC ( I I I I I I I I I I I[{ III WORKS DEPT. DURING CR 512FOR I I I I I I I I I I I �I I•0•�I s 1 I + E I WIDENING. CONTOURS SHOWN I I I ! I NII 1 SACT X 1 1 I COUNTY i r l 's I I INFORMATIONAL PURPOSES ONLY. I I I I o I I I I s' I STORMWATER 111 j I I I I j I LOT 3 I I ! I TYPE D CURB PER FDOT i i I i LOT 4 1 011 ((0.1217 o x j} PROPERTY ii I 1 I LOT 2 1 I I I I I INDEX 300 (TYP) A(I�OT PART OF PLAN); 1 t o M( I 0.756 AC 31 I I I 1 1 1 1 1 N (1.396 AC) ! �I I I M : I (0.983 AC) I I I 11 "' (0.804 AC) NI I I ( ) I 20' BUILDING I rn F I. I I I C14�, �' I I 11 0 l 1 1 1 SETBACK I I I I — v,� ' x I- I I }#111 111{ Ilo 311(1( t1II 1 I I I IIw � II o i , I�t 11I IIS. ^1I II �.,II I I / I I TIN I I! o IIII I I` I o 0o I I I I I I 1 - 6' FRONT, 5' SIDE, 10' REAR x o 1 ill IIII 1 z I I I �" I - �� I-1- C � _.. '`l-�-1- �I �Z— — BUILDING SETBACK I 11, ► I I — — — I I I I I X §TI �' g -- - , • I III , 1 j I EXISTING FENCE TO BE 3 I + 1 I g' FRONT. 5' SIDE, 10' REAR I I I < r} 1�� Y i �'I c� °- -_•. �r 1. I ' EXISTING 25 REM01D FROM WEST TO I ; �_t7[`�?' x,� ; Y�x w x BUILDING SETBACK I I EAST PRO?ERTY LINES I I I� }„ ''' ; { ( N �� »��tY Q w� 10 LANDSCAPE BUFFER _ {� _ .. { I I ACCESS EASEMENT I I I I 1 L------ —---- NZ9'42'12'W 147.60^ - --h_ L— 3q2 11—_ N89'39'26"W 271`76' �; 9'39'26`') 1_- N89'42'12"w 156.96' �, �1 x° ' ntRu• leL-L - - - - - - - - - - — - - - - _ �rS . _i �. _ --rte_ T x �89�2-1-2"Wx x S x x 2— x x x _ �?i. x X- X X X50.00' i7 k. STOP SIGN_(R - -�` — DOUBLE YF,LLOW ST IPE ^! �_ _ _ --- _ /—' WHITE STOP BAR— •—•`'�`� t - O ro_PROPOSED CR 512 ROADWAY ��_. IMPROVEMENTS BY OTHERS. - -- ., PROPOSED MEDIAN TO BE 407.07 RE -DESIGNED TO LINE UP WITH SEBASTIAN CROSSINGS BOULEVARD (BY OTHERS) (R1-1) 30" x 30" TH STABILITY OF 500 LB COMPACTED I TO gs� UM , PROPOSED DRIVEWAY CONNECTION DESIGNED TO CONNECT 2" MAXIMUM DENSITY PER AASHTO TO EXISTING COUNTY ROAD 512. IMPROVEMENTS TO COUNTY AL PURPOSES -'•'' •'LIMEROCK (MINIMUM LBR 100) SHOWN FOR INFORMATION ` '= `' _ ZO) S OSE ONLY $" 1 :_ "^' "` �'' �)•0i COMPACTED TO 98q MAXIMUM o ROAD 512 J W' '' ' �: ";' '`'• ,'� • : ` DENSITY PER AASHTO T-180 I j\�j\�j - ^ - 3" U -CHANNEL \\ \\ \\ \ GALVANIZED STEEL 12/�j/�j/ ` 2 LBS./L.F. WITH BREAKAWAY POSTS SUBGRADE STABILIZED AND COMPACTED TO 98 % MAXIMUM DENSITY PER AASHTO -180 MIN. ` LBR 40. SUBGRADE AS MIXED TO A x /\ /\ /` HOMOGENEOUS MIXTURE. REGULAR DUTY ASPHALT PAVING N.T.S. 11 STOP SIGN N.T.S. 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 6 FT (WITHOUT SIDEWALKS, CURB & GUTTER) NONE (WITH SIDEWALKS, CURB & GUTTER) SIDE 5 FT (30 FT WHEN ABUTTING RESIDENTIAL) REAR 10 FT (30 FT WHEN ABUTTING RESIDENTIAL) PER MINI STORAGE CODE 20 ft LANDSCAPE BUFFER 10 ft SURFACE MATERIAL: PARKING AREAS AND 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 GUTTER ADJACENT TO ASPHALT PAVING SHALL BE INSTALLED PER FDOT INDEX 301. 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 EEDED/SODDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL ARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS ISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE ,� ROJECT 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. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 _ _ _ _ _ _ >_ U U U U U U m (.o (c)(oLnaLn \\\\\\ LdF- CD (D r, N 0) cp Q Ln 't r0 r Sunshine State One Call of Florida., Inc 1 If z U w w z o 0 UQ__ Fr w Q o 0 o } z in o wa z c� J _ Q U7 V) o Q J ♦ ^V Z Z WW LL ('1) VJ Q cn O(.) U W Z 0 0 Q w U U n ::�i 0 TUU j 0 O 0 Q -i 0 U Z mrZcnmcnz z Of �z � -LLJ z w z Q CL O O 2 m O w J _3 G tY U Cn w w m x ,Y O 0 LL_ ,Za.:2w 0 LA U U V) a,- ( U z C<�<f��_ C U � Z rNJ rn , 4—V _j � 01 E cc Uj X00 C) -- Q F-- a r_O Z (n C5 04 0 O avis -0 co N0, v Q W Q Q O U _ L X o'`�� zo U r7 o Q) 0) � = rr`mmompRoppiO_ � N w c0 }. O .-. J Y Nr_� o o N � � O ON0 U O _r_ (0(Lto Sunshine State One Call of Florida., Inc 1 If z U w w z o 0 UQ__ Fr w Q o 0 o } z in o wa z c� J _ Q U7 V) o Q J ♦ ^V Z Z LL ('1) VJ Q O(.) U W LU WZ2 �Q2 �I- 0 TUU Z m W �/ ) W() '^ Q n cy0 IL z Q F_-- Ul m LLJ (n DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER P2 Drawing name: G: \47608002\CADD\CON STR\P3-SRFWTR-PLAN.dwg P3 - SRF WTR PLAN Jun 07, 2006 11: 57am by: Michaei.Madigan he concepts and designs resented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. 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AC. _L,�oi• �,,3 ho,.- r' N p _ _..w -, _ rJ ____-- 't_____ -.v.._.-___.-___ � � _ r-- _____ _- _____________-41 - _ 6 '� �"" ��- °,y _i �\ -_- !ts G -.__i '�3 O ", A' `L`' - '- !mr :i_ ill h, V1. s i.tl �,s-'\ - - - _ __.., . - __ .� �` a p -._ __ 0 EDGE OF P rF...r..: e, ,,;f.a I A _ ��_ __ _-_ `"$. p1 A�• '��• ��. 4 A %,e1 A0 -r9 ', , A0. ^, `.'�/' ti♦ 1 V C� 1 �l A�'�`' �?'• + `t' 0• Q]• _ , _� t_ mr�.R .�L t^^ P' A A n __ C - .._ - ..___-_ __._.__�.____ I w._.--.___-----.____�.r-�.____w _.,__ __rc1_ _ . _ _ SITE BENCHMARK SET 5/8" IRC STAMPED A 24" S.D. PROPOSED CR 512 ROADWAY \f IMPROVEMENTS BY OTHERS. "LB 696 TRA PT." ELEV.=18.32' PROPOSED MEDIAN TO BE _ _ RE -DESIGNED TO LINE UP WITH SEBASTIAN CROSSINGS BOULEVARD (BY OTHERS) PROPERTY LINE LOT LINE ..r s I TYPE 'D' INLET PER FDOT INDEX 232 '11 .5' 28' 18_'1. 194' 110'1. 28' _ 11.5' -CHAIN LINK FENCE t MATCH EXISTING 1 20.75 - T.O.B. I GRADE AT EL.=18.Ot '•' SILT FE / 14.25 - w I g 1 ....•••.•••••.•• II ! I •, -•.. -- -' SKIMMER PER C - �. --'._ �'�--� :I I I [` .. FDOT INDEX 240 ot. �' 4� CONTROL E1 �6.25�`' /1 TOP ELEV.=20.15 MATCH EXISTING - � BOTTOM ELEV.=16.00 GRADE AT PROPERTY LINE EL.=18.0t r3 ( A 4- \�,N._ 6" PVC 90• ELBOW l ANTI -CLOGGING DEVICE 5 25 TRAIL PRESERVE TRACT PLAN VIEW BOLTED TO STRUCTURE , - INDIAN RIVER COUNTY STORMWATER TRACT AND TRAIL PRESERVE TRACT TO REMAIN AS EXISTING. A SJRWMD PERMIT WILL BE REQUIRED PRIOR TO DEVELOPMENT. J PROPOSED DRIVEWAY CONNECTION DESIGNED TO CONNECT TO EXISTING COUNTY ROAD 512. IMPROVEMENTS TO COUNTY SECTION A -A N.T.S. 20�, PROPERTY LINE CHAINI 'go I 28' 118' I LINK -�� A FENCE ! 11 20.75 - T.O.B. I / 25' UNDISTURBED BUFFER f'f __l _. __ FLAGGED WETLAND LINE MATCH EXISTING -t GRADE AT EL.=17.0t ' .� %1425 ;tV 4•'- -`"""` /CONTROL EL.=16.25 WETLAND N PRESERVE •* 5.25 AND SILT �- FENCE V-NOTCH2.5' WEIR I' -`I CONTROL ELEV. I STEEL GRATE 20.15' 17.65' 11*1 3.75" BLEED I F-. � DOWN ORIFICE 16.25' _f_ 15.65' 15.75' ROAD 512 SHOWN FOR INFORMATIONAL PURPOSES ( NLY ../SECTIN.T.S. ON B -B FRONT VIEW SECTION A -A * SKIMMER NOT SHOWN ON FRONT OR SECTION VIEWS FOR CLARITY \I CONTROL STRUCTURE SECTION 22, TOWNSHIP 31 S, RANGE 38 E STRUCTURE TYPE RIM. ELEV. INV. IN INV. OUT S-1 C -INLET 20.75 -- 15.00 S-2 C -INLET 20.75 -- 15.00 S-3 MANHOLE 21.25 8.78 8.78 S-4 C -INLET * 21.00 9.47 9.47 S-5 C -INLET * 21.20 10.02 10.02 S-6 C -INLET * 20.85 13.33 10.37 S-23 CTRL STRC 20.15 -- 15.65 S-24 MANHOLE 20.75 15.46 15.46 S-25 HEADWALL w 15.36 -- S-26 MES -_ -- 17.50 S-27 MES -- -- 17.50 * INLETS REQUIRE J -BOTTOM PER FDOT INDEX 232 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 EXI STING UTILITIES ASH S OWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS T AKEN 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 N-12. C. ALL PIPES SHALL BE APPROVED BY LOCAL GOVERNING AUTHORITIES. OUTFALL PIPE TO HEADWALL 10 CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW. 1-800-432-4770 Sunshine State One Call of Florida, Inc. _ _ _ = = _ }, UU U U U U Cn w -D (oco(.ou-)u)Ln 00 O -, ,-N, �- -, I� CO (0 r- N 0) Q0 Q ��'N' , N - N.N, iZ U) -' t"7 (n Z mm I- �� //�' vJ � Q nVJ O > � n v U w w -D I•- 00 O IY Q Q Z :52; >- 0- >' \I Z O O 0- t1' t,Z (n Z mm I- () Z Z Q > z_ z_ :2w M w 0- M :2 a m rz m� W w U O O (/) a_ O U w Y 0- 0- w � 3�: i� if O Q (!l Q tY m W U U OF CE (A U C\\<-�ZO C O 1.0 rn U rn � CD z � rn CD -t0 11 to S_ - � !n - p tU Q s a � Q U' m - a Q O U / O Lf_ � c Q o 0 Z O U ix 10 O i m Z � O 1 '5 1 = >_ to N w to >_ J _; in W :2 NJ 00 Y yr, N � ;�l Ir--, Y O . oN r 3: N N C OU 0 O 'C tY t/Y'�/ m to U_ t= O _ tV 9 M Q zW a iY it ui Q O w n -' � 00LLJ ��//�' vJ � Q nVJ O > � n v U i LL_ ::)z -D :2 -,D O �(V,^^ Q >- U >' \I Z M � 1 W W m 2 (n 0 m p a Z)wU Lel Z Z Y (D J U 3�: U Q (!l Q w m W C/l (n 0 0 U ♦♦^^ ��//�' vJ Q nVJ O Z � n v i LL_ ::)z LL .I �(V,^^ Q 0(.) U \I � v � 1 W W Z 2 >- Q 2 W�-0 Z)wU I - z (D Q WW Q () m W C/l DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER P4 00 I�S. �� `./�' 14.J 151 _�xa,'�`.--i¢!tA-�1t?_tA-� t�O.,S €� %(i / ' 11i `� f/ <R ! tl- 2! ! !�' ! �/ ti nc' 15 ♦ . 1.4 / t ' Ia MFSe'L E 1 I ! I� \ 1fi.8 v I { .-� A�-it39 i5.1 '`�^ tp 2 ', ✓ ,� .� j- '_ '� 15.1?'v"'+1t0�- i7 jn �.` o I . \ 15.E lri F,7 „�.� �. 13 _ 1 i.� \ 1 T I. / { 15.6 1 �Ctu 141 t'L ` _ �4rn l4 3;s ;`Y;" A-22 15.7 W1.A 05 WL��31 ! !! 1 4�,�ic ;�� -..s►� L ` t° `Fs I ,.; x'16. Cfi i / ' / "ice / 4! t• •tom 045.1 O - - - - - CIS- � n a„ 15.5- "I A....2 - /" "a 1$.S VAI A -1p --35 ! 14. 19 ±V,-'.wA-1 Q3 1p1' 1`. g"i' `.-� ,...----.,.__.r_.t.. `•�"'`' S°i... ttN,,._•` •,,., a .' `I T 6 I /�� Q //a i �! // 15.0 �� J °( •:.- ,� aR. PU:+ { O y ! WI -A, �'• l ' r s -47 VTLA 42 -- -- -- -- _ / `~ 0 50 100 _a'!`;1..A\MN3 W A I Q I / I c / _a1s.. ! </! ,TURBIDITY `` SILT AND NAIUSRAL » I T,wl I> I SCALE AS SHOWN �f�"`y.. s / .-'";yt / t �' BA BIER .s 1 RSOURCE ;PROTECTION sI 17,1 t + F CURTAIN FENCE / _ t r` _ 1 _t `/ c ; i1 �'t' F O Q M ______-- �_A / t I I WETLAND AND UPLAND BUFFER PROTECTION NOTES r 19.0 18.Q i 7.L�r J , 4 ,lam t f� y /! ,elow :,,,.: I t .:e s J�".�` 18.3 �� °rt�A n0 W� f T / s t :X I ; ''41�.-f37 1.e F WETLAND; 1 , � �, ..'� �• , / ;�, /_ j, � � ��L p,� a., r" •' •' � � � Q { 1. UPLAND BUFFER LIMITS MUST BE SURVEYED, STAKED AND SILT FENCE d -/ ✓� / �, 7 ! ;`` PRESERVE �,,: MUST BE INSTALLED BY HAND ALONG THE SURVEYED UPLAND BUFFER �/. L:. f 1 % ! y V.1 p+;7 ! i t :., i f: ( LINES IMMEDIATELY UPON COMPLETION OF DITCH FILLING. ~' 18.E 17.1 FENCE { vi 1 .1 an HISTORIC 1 7.3 -�� •{-l„� f' �, r �;;1 � 1~. , � � �} � � U: � 1Rt_A I ETPs !„_A -i34 t -n- ' `LA-iit` : ,. „s / c� V'q ...;; <i { !, I cc c1 ' t OF 2. NO TURBID DISCHARGE 1S ALLOWED TO WETLANDS. C, ! 1 .,rp 1 3?l� Cr ,GI 1 7 3 yx % \s' Cu ''3 I !' } 's 01_ ,,, / {i t 0 1'.1 { '� �..� �,-74 tAT_A -'T S' VduC' � i _ • !iG �--_„��- ' 2 X". � I : Q[' a e 3. NO DEWATERING ACTIVITIES SHOULD BE LOCATED WITHIN 100 FE T OF Q G ^y G [� _... (!1 NA -t l'•.5 1 P..l + �• ` i, (If '�StL3 �� /..... F 'x r n 16 / A 7 , WETLANDS OF THEIR ASSOCIATED UPLAND BUFFERS, INCLUDING ETTLING { C-- l��.A--77 ! �, ��.:� " I t �. ' BASINS, CONVEYANCE SWALES, AND STOCKPILE AREAS. v I _ 17.2,-' ,.:"///\ /t 7.8 !' ` Z a �,r•- "'!h7_tl rf ' »,.,,,,,.,..,/-.-'nsi i} ° i I F t:.j f ,{' i I O j `i \, f ./' ..�. r • ,i ^ ,� � " .r""•»' {. } F 17. A� .•" �.•-'` / '�'� ' I 'w , i _ I- ___-u -� 1e G' ✓ // r " ! Ti ' I i -i y(j V w' I ca I O I� r /"'� � 4 ' - 2 62 I f i t T ,U6a __ ___j '^� r, -' _. DITCH'_ TO BE FILLED AT THE COMMENGEMEN r I C - �-_ � y �� ,,�+ "� •' _ . OF CONSTRUCTION AND SILTS FENCE INSTALLED r , � ,;: • j E } i A f i 9 i 12 { /\ �?`ti �,-�,9 " ,' - / I IT F I I ALONG THE UPLAND BUFFERS AS SOON AS THE � �' 1 DITCH FILLING IS COMPLETE 'fir { � { I I • .l �' 3*� i O^n, ``\\y` ..,Ys , ,,.'.- / '-^•'...'" , r I I i � � i - � I ,� I ; I � II � � V.� O f I E-.; I i I }`•, t . t L`.� I T �-E I ` ! l I e o a* 871---/ F 17.0 �� •, / 1. /\ �! '° I I t j } >' t E l s /� ` - t 1,-7 s I ✓� ;• t E I I Q I ct! 1.1 / V •''• I . /\ . • ` ' WLa.- �F3(/t I I F ify l , II F t ptom"' £y+{ • .7.-•• y I ! T tai r a ( I I s I .. y. 18" RCP I M I ' SITEI BENCHMAF:K �'�' I c. I'}' L- I ! ,I t � � _ ""- 3 SETN;S 8" IRC -TAME ED „LB 496 TRAY. PT." I j t x ( i t?t r I ' I r 1 F?Ga - ° + ELE�;. -19.12' __ e . - . f e ! I ~ ? F n�",� " .°„ _. RYpQ*r {T -OF -W _ $$ 1j c AY _ i f L Y' �tT 1 fi F.., I { I t Oft '3 T � �. I_ .. _ .. _ . t - �• �--- .. ....c:� .. �•�• _S'.. - .. - . `:.:_I �; .� I.. ; � t t I s { � �.,,,,,,_• F;:.:IpUBL- V_ _ -- _ - � I P t CE2 C �,? � ! i � � `s I e�"• � 1 ' � i t j j .,,.,_..r.. tZ 7 I i'`' ( (�? (n s • =Y^ f I.. I fr.,' f ._� 11,; C„'3 '.•{ ��L ,S i .sad t-. ¢ r 5 zn } { f � r• ti ext ,.�- a { { ( TEMPOFARY tFt s a ----- o I 4 I N INLET FILTI1R (TYP) c3 t I 1 t ° I �., D. V_ t s?T _ (^,# _ E • # i tf,,,. _ £. - I ..q s. 44 - Q j Wit` f j i?J r TEMP8RARY t cz SILT FENCE IV 63 I { I 3 � i 1{ I t- I i � S � � � i I ii, I F ( j r t � .� r+•i } "' I p C.:. r. i. 1 i--• tC) CL O 3 _ I THE LOCATION OF THE SILT; FENCE ON THE { P I F ; F DRAWING IS FOR GRAPHICAL REPRESENTATION CO 3 i I ! ! I I I ONLY. TH CONTRACTOR ISI TO Et4SURE THAT fiHE s � + �y 00 o e `, �f- } , ` TEMPORARY SILT FENt,_ENCOMPASSES THE ENTIRE WORK AREA` ' cv '0 _/// '-' "-,"CONSTRUCTION - _ ENTRANCE r . -- _ _ m .._. _- Tf?t- -- . - - '- i0 TOC- - _ _ _ _ -TG:-'� M_.. _T05 ..._B : - .. _. M T _. _. :0-- _ - LL - r- cn a� - _- _ 4 _ - __ _ __ _ - EDGF OF PAVEMENT - F T__ _ �°-�c, _ ....... ...� _ , ..,. ti __ v. Y-�.. 5�r2 I DCVE t�F Y 'CW h,Y COO - C _ U) } SITE BENCHMARK N SET 5/8" IRC STAMPED PROPOSED CR 512 ROADWAY IMPROVEMENTS BY OTHERS. - "LB 696 TRAV. PT." PROPOSED MEDIAN TO BE ELEV.=18.32' RE -DESIGNED TO LINE UP -> WITH SEBASTIAN CROSSINGS N BOULEVARD (BY OTHERS) z ° ' RUNOFF WATER Heel Sealed FloetaRivn J 4v WITH SEDIMENT 18' MIN. GRAVEL (12` MIN. DEPTH) LL E Ve13etit Seem Betesse+ I 2 Ftoet"T EhT Mwft SEDIMENT ZO c 22 oz PVC eesl°d vayester tl Dollar y r __ otters s++eetiYe cw�� W77 -sr v , 0.- 0 � �, - f L'jw \�/jam//\�/\�/ _ i / / j EE PPa�ee _ 1 > �' \\',-:. /\ L � ' �s =' ~GeddxEMF*w /- WOVEN r MmW�CI G) 14 -1/2 oAVOE MAX e` ►� SPS) NTH CE OOTEXT! co L CD RE MESH `� J is P)F (40 11m OR SATED 5' MAXy LO. TREATED WATER ( S / CONSTRUCTION FENCE / POSTS STEEL EITHER T OR U TYPE FENCE WOVEN WMRF It OA. I. „ 1 " TSC MIN. FENCE POSTS � 6• MAx MESH oPt}+;NG ENTRANCE LOCATION ° �FCIFlG APPLICATION Grpm+etr A DRIVEN MN. tY NTO Ln N it ems 3p- �' f GROUND.; FABRH,` 1. AMOCO 1186 / a 1 t Fba UMm Sias (B. B or 12' dW.) COMPACTED 2 eELTECH e10 THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED +" e6TaITT,1�6daY :Ida,oT+Wrslr,t FlN�" BACI(F!1 s wRM 13" SO C FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT - v+e' 4 LMo oTF TBO be U) p' CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND +' ---��=>S �s �J� MGy z UNPROTECTED AREAS �r �Haai Seated Chem Pocket as 6!uminum un+ven;ee Efido or \ \ b SPR G¢ MIN. DPU GRADE DOWN 2) OltNxeYW0lyPaBavattliRewori O OPS FROM PUBLIC STREET. UNM U GRAVEL SHALL BE 2'-3' CLEAN STONE ` _OV \% /'0��\. \' J �..� Sf1R' �y p� Galvanized Chain) M tv t+Enebls rabte ovTDt MWEE FENCE \ \ 1 y\ EXTi]O WIRE FENCE A 0J / c BsKa� ( t6`yD, avakabte fora / � Mea OF 2' Karo TRENCH Q Q p iWCt6066d STrengTh, � a x � UND to TREEI Q a EMBEDDED cEOIEDfTIE FABRIC U ` MeF. 6' INTO a"" TEMPORARY GRAVEL AND WIRE MESH\Tri LAro OFA' 10'MINIMU NAREA INLET SEDIMENT FILTER TURBIDITY BARRIER A -?� � T WOVEN wrE FENCE To BE FASTENED SEfxMY TO FENCE POSTS WITH WRE TPS. , O 47 NT$ COWACTED BAO LL 2 OEOTFJ U TO eE FAsTEMED SECURELY TO WOVEN WIRE FENCE WITH TEES SPACED EVERY KTB r-=�7 _ 24' AT TOP AND MID BECKON. d I i3iye'nfdi 3 � Wa£ AND FOLDED. EOTE TILE ADAM EACH OTHER TN" *W1 BE OVERLAPPED 4`-6" CLEAN STONE J 3 / DRIVEWAY CONNECTION DESIGNED TO CONNECT 4 ALL SILT FEN SNAIL BE PERFORMED AS NOTED N iF£ tTEosGN CONTROL E+IAta PROPOSED D TL �� MOVEDWHEN INDICATED �d DEVELOP 04 FE:T+cE GEOTEXTILE UNDERLINER PROPOWRE a) E TO EXISTING COUNTY ROAD 512. IMPROVEMENTS TO COUNTY SEDIMENTATION / SILT FENCE WITH WIRE SUPPORT CONSTRUCTION ENTRANCE a \ ROAD 512 SHOWN FOR INFORMATIONAL PURPOSES ONLY / lITE lLTB E° \ � 3: (n 0 � n CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! 1-800-432-4770 Sunshine State One Call of Florida, Inc GENERAL EROSION NOTES A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE. D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. F. NO RUBBISH, TRASH, GARBAGE, OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE DITCHES OR WATERS OF THE STATE. G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY SEEDED WITHIN 14 DAYS. I. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL 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 THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. K. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. L CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OF THE SITE AND ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS. M. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THE SEDIMENT. N. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 0. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY DANGEROUS. IN ALL CASES, LOCAL ORDINANCES AND REGULATIONS REGARDING HEALTH AND SAFETY MUST BE ADHERED TO. 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 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 WORKING DAY; THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS & UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. EROSION CONTROL DETAILS CONSTRUCTION ENTRANCE --0 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 STABIUZA11ON 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 CONSTRUC11ON 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. 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). z z w w 0 0 Q w < F-- Q :DOo on O U O Q_ 0-�mU�z z z � � Q Of - :2E m m O O O w W W U U Ul Of a� D 0- 0- w O r- > LrL UUCf) (If U�U Cz c0 � rn Co z FNS rn I ca . Uj J (V O� I` `-) `Do p L) Q .c o 0U n o a� < v U Q (D X EZ.- cO Z o 0 M 00 Z O Q e%1 N Lli (0 I } ^w O o m N C" O C o o L tz w to 0 tV LLJ Z v Q w O z_ r w Q Z U 0-1w C) Q z w o 0 Q &7 o Q o Lij O U J 0 O Z r m U7 cn o m 0 Q w J CD 3: U Q Fn Q w U w Ir = (n 0 0 U Z Z \ U U U U U U m D cr)0°' _ - J cD cD (D L0 LO Ln 0 U) C) LLJ O-, W Z to QUA O Q C:) Ln -d' to f W GENERAL EROSION NOTES A. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. B. THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAK AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. C. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEEN THESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE. D. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. E. DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. F. NO RUBBISH, TRASH, GARBAGE, OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE DITCHES OR WATERS OF THE STATE. G. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. H. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL BE STOPPED FOR AT LEAST 21 DAYS SHALL BE TEMPORARILY SEEDED WITHIN 14 DAYS. I. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL 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 THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER. K. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. L CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OF THE SITE AND ALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS. M. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TO HELP CONTAIN THE SEDIMENT. N. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 0. SEDIMENT BASINS ARE ATTRACTIVE TO CHILDREN AND CAN BE VERY DANGEROUS. IN ALL CASES, LOCAL ORDINANCES AND REGULATIONS REGARDING HEALTH AND SAFETY MUST BE ADHERED TO. 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 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 WORKING DAY; THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS & UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. EROSION CONTROL DETAILS CONSTRUCTION ENTRANCE --0 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 STABIUZA11ON 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 CONSTRUC11ON 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. 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). z z w w 0 0 Q w < F-- Q :DOo on O U O Q_ 0-�mU�z z z � � Q Of - :2E m m O O O w W W U U Ul Of a� D 0- 0- w O r- > LrL UUCf) (If U�U Cz c0 � rn Co z FNS rn I ca . Uj J (V O� I` `-) `Do p L) Q .c o 0U n o a� < v U Q (D X EZ.- cO Z o 0 M 00 Z O Q e%1 N Lli (0 I } ^w O o m N C" O C o o L tz w to 0 tV LLJ Z v Q w O z_ r w Q Z U 0-1w C) Q z w o 0 Q &7 o Q o Lij O U J 0 O Z r m U7 cn o m 0 Q w J CD 3: U Q Fn Q w U w Ir = (n 0 0 U U) C)/ Z Z Z Q 0z� J LL_ D cr)0°' _ - J >U)O Cf) j 0 U) O-, W Z to QUA O U U) C)/ Q Z n v J LL_ D LL Cf) j U) O-, V QUA L W W Z 2 W I- O U) V a Zm` Q W LLJ �i V I- < Q U m W DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER P5 c- . :•1�.. -•'r' { 1` y • 17 SSMH 18B ! - I' % � e �" RIM -18.24 o J/ .,�/!fr -_ { INV=8.38 (N) _ ! r' '.' INV=8.28 (SW) 16 { J Y \ `��'� SSMH #20 o RIM=18.15 { -- -- -- -, INV=8.54 (NE) e: ' Q ie Z T _ i ,\\ O ° 0 50 100 p E - � � --- - --- -------------.-______ ,'' j• y !r/F �� j I� r � 3 � SCALE AS SHOWN cn ----,- f/ / Q { � �- � � I i - -- HISTORIC ! W _ I� Q f I I cn = I F 'rte r /•.' \ /• / I • I •1.: { { I ` i o /.. a I •� i � v I � I � 4F lo { { I I -••-••_•.-••-••J I I CORE HOLE INTO EXISTING - - MANHOLE AT INV=10.04VVI { { 3 I t. I NEOPRENE BOOT REQUIRED I `` ' _ .. .. ____ .. - .. AT PIPE CONNECTION D _„ v,., -i .�, .�y DR�EN�{1aF�-OF"�► -� _ _ -- - s � - • • - � SSMH I'/4 RIM=21.30 _ -- r... - . J v I - .. - .. - I - INV=11.24 (E) { INV=11.34 (S) 300 LF 8" PVC S.S. 0.40% r-- -- -- _ -- -- N � m I EXISTING SSMH c: 1711 l RIM=FG _ V, - o � I I INV=9.5 (N) ' ---- { I I ® INV=9.6 (SE) + j I { I I1 I I II { I I IF N I I a 01 *00 OUTPARCEL DEVELORIENTS TO BE I ! a -t 15 LF 6" PVC S.S. OUTPARCEL DEVELOPMENTS TO BE 9 " � `o RESPONSIBLE FOR INDIVIDUAL WATER SERVICE, INV=15.00 RESPONSIBLE FOR INDIVIDUAL WATER SERVICE, I I 0 0 ( ELECTRIC, AND TELEPHONE CONNECTIONS I , Eel � " � ., ! 1 I I 25 LF 6" PVC S.S. ELECTRIC, AND TELEPHONE CONNECTIONS � I cn 6" SINGLE SERVICE I INV=17.0 I { I Mi I I MODIFIED RISER I ! -6 LATERAL CONNECTION I �, $ 15 LF 6" PVC S.S. SSMH 2 6" SINGLE SERVICE # CROSSING #1 I I ! L INV=15.00 RIM=21.30 I MODIFIED RISER ° 6" DOUBLE SERVICE INV=12.76 (E) LATERAL CONNECTION MODIFIED RISER I INV=12.86 (W) ( ! um mm LATERAL CONNECTION - 230 LF 8" PVC S.S. ®0.40% fm m" SSMH #1 G - - - - - - -" -- -U+ I R MM 21.85 - I I INV=12.08 (N) E 3 RIM=21.30 146 LF 8 PVC S.S. 0 0.40% � I 0 INV=13.78 (E) INV=12.18 (W) N o C) _ -^^/� -7- __z_ -� EXIT; TI N G F .1--- N M; :•t p,,:n mRsa nM.M. � � / `"� n ! =; Fc %=,N I ��;�,I '/% .- (\ o "'_~ --- .....• _?'Y,.-)c=..•..n.Eti..,., .r-, - "'�"rssffia.. n:tmx+"a.. r-sacq,-/sir'.."...'. CL •-- -7, -.- ..._ at;+7:. eeanrmom. .ems ..,,.:r, ,.,.. -.a,::,....,..,• ...,+,a,;i_n,.,,,-.,_,.,,_..--- exp -.s- _.o. .. tr- Z 7L! CL z APPROXIMATE LOC.•ATION r. .l: i ElvT'-72 - t- CL >- m PROPOSED CR 512 ROA[ c IMPROVEMENTS BY OTHE PROPOSED MEDIAN TO B RE -DESIGNED TO LINE U ai WITH SEBASTIAN CROSSII 0- > BOULEVARD (BY OTHERS 0 +T z P Q ' J o W PROPOSED GRADE EL. = 21,85 <+) > Xj Nj Nle/ IM/\\\ m 4.79' COVER � a • V) TOP=17.06- CL z PROPOSED DRIVEWAY CONNECTION DESIGNED TO CONNECT PROPOSED 36", STORM DRAIN - INV.=13.81 5 . IMPROVEMENTS TO COUNTY BOT = 13.56 �'� �3" / TO EXISTING COUNTY ROAD 12 I 0 a ROAD 512 SHOWN FOR INFORMATIONAL PURPOSES ONLY I - 1.D' CLEARANCE J TOP = 12.56 I E N v o 00 INV.=12.06 0 to 3 PROPOSED 8" PVC SANITARY SEWER CROSSING -1 E - C N.T.S. c E � v c o a U U U U U U m GENERAL UTILITY NOTES 0 0 0 0 0 0 w CO c0 r- N c0 Q 1. ALL UNDERGROUND ELECTRIC, TELEPHONE, FIBER-OPTIC CABLE SHALL HAVE A N o MINIMUM OF 36" COVER. Ln 'r n - -- 2. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY OWNERS. z z 3. ALL ELECTRIC AND TELEPHONE EXTENSIONS INCLUDING SERVICE LINES SHALL BE Li w cn 2 2 >- z CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY 0 0 Q w DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES. 0 U 0 4. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN cn J Q 0 p APPROVAL HAS BEEN RECEIVED BY THE ENGINEER FROM THE APPROPRIATE Q GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE ENGINEER. � Z Q Q w w - w PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY Z w :EQ o-,5. o m :2 2 o 0 0 SEWER, WATER MAIN OR ANY OF THE DRY UTILITIES, THE CONTRACTOR SHALL w cn w w u ch EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION AND ALL UTILITY m Of o p w CROSSINGS AND INFORM THE ENGINEER AND THE OWNERIDEVELOPER OF ANY a- IZ :5; w 0 CONFLICT OR REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A > >_ 3 > )- MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. KIMLEY-HORN AND ITS CLIENTS v 0 (f)� vl v SHALL BE HELD HARMLESS IN THE EVENT THAT THE CONTRACTOR FAILS TO MAKE SUCH /� z / <q< '< NOTIFICATION. 6. ALL UTILITY CONSTRUCTION MUST COMPLY WITH LOCAL UTILITY STANDARDS. �d 7. ALL TESTING MUST BE PERFORMED IN THE PRESENCE OF LOCAL UTILITIES O o) cj Z DEPARTMENT STAFF. 11 w J N 8. FINAL LOCATION OF TRANSFORMER PAD TO BE DETERMINED IN THE FIELD BY LOCAL L „- F- Lo O O V Q t .-. o ENERGY COMPANY. �+ o m ^ a 9. LOCATION OF EXISTING SANITARY SEWER TO BE FIELD VERIFIED BY LOCAL UTILITIES ¢ ¢ X DEPARTMENT. Y a 10. ALL DIP SHALL BE CLASS 50 OR HIGHER. ADEQUATE PROTECTIVE MEASURES Z o o z AGAINST CORROSION SHALL BE AS DETERMINED BY THE DESIGN ENGINEER AND THE _ = oy- DEPARTMENT. 11. HORIZONTAL SEPARATION OF 15 FEET TO BUILDINGS, TOP OF BANKS OF LAKES AND Y N CANALS AND OTHER STRUCTURES SHALL BE MAINTAINED, IF POSSIBLE. AN ABSOLUTE ou o0-37 MINIMUM OF 10 FEET MAY BE ALLOWED ONLY WHEN UNAVOIDABLE AND ONLY WITH DIP. N �i N O� 12. PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO INDIAN RIVER COUNTY FOR a CONSTRUCTION, OPERATION AND MAINTENANCE OF WATER AND SEWER UTILITIES. 13. SLOPES IN SANITARY SEWER LINES MUST BE MAINTAINED THROUGH MANHOLES. w N � 14. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A M 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 o d' SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED 6� o < o f WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM �' T � - w HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPEw Q v 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 ww o RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED U ¢ o 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 � � TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 0 m m 15. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN Q o m o PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN -1 0 JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT v w Of _ (n 0 0 SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES 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 7 z z FACILITY, AND SUBMIT TO THE ENVIRONMENTAL HEALTH DEPARTMENT FOR APPROVAL. O 17. WATER AND SEWER CONNECTION FEES AND CAPACITY CHARGES MUST BE PAID TO GUARANTEE CAPACITY. PROPOSED SIZE OF WATER METER(S) MUST BE INDICATED ON (n 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.) UTILITIES. Q m 18. ALL CHECKLIST ITEMS ASSOCIATED WITH THE UTILITY CONSTRUCTION PERMIT MUST BE COMPLETE OR A % OF THE PORTION NOT COMPLETE UNDER FINISHED GRADING, PAVING, PERFORMANCE BOND FOR 115 DRAINAGE AND/OR RESTORATION MUST BE IN vJ: 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 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 ♦ o SPECIFICATION OF CONSTRUCTION MATERIAL MUST BE PR -200 FOR PIPE SIZES LESS Z tL THAN 4" DIAMETER, AND C-900 FOR PIPE SIZES GREATER THAN AND EQUAL TO 4" IN Z DIAMETER. U. 21. CONTRACTOR MUST CALL FOR UTILITY LOCATIONS 48 HOURS PRIOR TO '('o^ CONSTRUCTION. WATER AND SEWER FACILITIES CAN BE LOCATED THROUGH SUNSHINE vi STATE ONE AT 1-800-432-4770. O U 0 22. FLOOR DRAINS, STORM DRAINS AND SWIMMING POOL DRAINAGE ARE NOT ALLOWED J O W TO BE CONNECTED TO THE COUNTY SEWER SYSTEM. APPLICANT MUST PROVIDE U W SEPARATE TREATMENT SYSTEM FOR ANY WASTE NOT GENERATED FROM POTABLE WATER. TREATMENT SYSTEM MUST BE PERMITTED THROUGH THE ENVIRONMENTAL n/ z HEALTH DEPARTMENT. LL 23. THE ASSESSMENT FOR SOLID WASTE SHALL BE PAID TO THE SOLID WASTE DISPOSAL BEEN COMPLETED, O DISTRICT AT THE TIME CONSTRUCTION OF THE PARCEL HAS L.L. ♦^ vJ U IMMEDIATELY PRIOR TO OBTAINING A CERTIFICATE OF OCCUPANCY. FOR FURTHER DETAILS, CONTACT CINDY DEAN AT 567-8000 EXT. 1294. C� m Q 24. LIFT STATION SHALL BE CONSTRUCTED SUCH THAT THE TOP OF THE WET WELL AND z ~ W VALVE BOX ARE 12" HIGHER THAN THE ELEVATION OF THE 100 YEAR FLOOD, IN IRC UTILITY CONSTRUCTION STANDARDS. W ACCORDANCE WITH SECTION 11.02.H OF THE vJ'^^ m U 25. IRRIGATION METERS ARE NO LONGER ALLOWED TO BE CONNECTED TO COUNTY w cn WATER. PRIVATE WELLS MAY BE UTILIZED FOR IRRIGATION IF PERMITTING ALLOWS. ' DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER P6 U C: vi v v •U 0 m y Q a c 0 0 0 T Y 0 y •v_ 0 0 v 9 v U) rn v C N 0 U O m m a c 0 c `o x a _0 E Y A C: 0 a CL 0 O D c 0 0 N O s 0 c U 3 0 0 s a, 3 c U 0 a N _c c 0 W U c v_ L L CL 0 CL E a :_ v 6 c- N D Q a J` a � v 3 U t E 3 0') c N v a c0 0 O m O N 0 CL L O a U c U -� CL 0 J_ Q l-_ T W p o � v a I � 0_ • H N 4) I n cn 0 C: °' 3 E � y U7 m J a � v W rn p v I � J •0 I a 00 I c 0 % a ry Z `n O a j a r v D (n Q a U v C N 0 O O o 00 O (o � 3 U E c v E Cr U O a •� N 2x4 MARKER PAINTED GREEN 6' CLEANOUT W/CLEANOUT tAP (TYP> MANHOLE NOTES / L REINFORCING AREA OF 0.20 SQ, IN./FT. FOR WALL,SECTION, MINIMUM TO MEET OR MANHOLE FRAME FINISH GRADE MANHOLE FRAME & 6' CAP 6'x4' WYE (TURNED EXCEED A,S.T.M, A 185. AND COVER r SOF ROAD CROWN DEPTH TO BE DETERMINED IN THE 90' FOR (RARITY) t COVER SEE MANHOLE w FIELD AS REQUIRED TO AVOID EFFLUENT >3 2. ALL CEMENT TO BE TYPE 1. CONCENTRIC INFLUENT DETAIL ELEVATION f OF ROAD Z UTILITIES (TYP) LEVELM RINGS 0 . _ , MANHOLE COVER - LETTERS CONE 2 CGURSt$ (MIN) X - COVER ` ��..�%%\ ,�\ // i./�\\�!%��1: �� _ ) TO BE SEWER' 'SANITARY 3, ALL CONCRETE FOR PRECAST MANHOLES 70 BE MINIMUM 3,000 P.S.I. TO MEET OR EXCEED 6 COURSES <MpX)z¢ ¢ 0 0 0 0 o w A,S.T.M. C 478, o 0 0 0 W �1 cu o SINGLE SERVICE AS SHOWN ON SEE PIPE OPENIN 24 3/4' c '� a}o v I - �' CL MINIMUM SLOPE 1/4' PER FT a STANDARD LATERAL DETAIL (S-1) 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL CONCRETE DETAIL (S-10) j - A o 0 0 o A USE GREATER SLOPE WHERE oOc w FINISHED SMOOTH WITH STEEL TROWEL. 0 c) a POSSIBLE a 22-3/4' _ 2' I _ w � 5, CONCRETE MANHOLES TO HAV£ A MIN. WALL THICKNESS OF 8'. Ij v - - _j C/L OF ROAD ///--- CRnWN -� r- SEE MANHOLE / OF ROAD > ? 6,INSID£ OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO ¢ � EFFLUENT & ADDITIONAL REINFORCING ELEVATION V o -� FILL CONCRET + Y;3•. 6'x4' WYE (TURNED w w COATS OUTSIDE. CKOPP£RS 300 OR EQUAL). >,L' INFLUENT DETAI BARS REQUIRED AT OPENING. OR BRICK W/TYPE I 90' FOR CLARITY) o '� %' �` �' c "' CEMENT MORTAR SLAB TO TO BE TRAFFIC DEPTH TO BE a•\i�'ii)ti�la\��\��\�7/�y/alt/�a�GJ� �\ �� a ,\ COVER - SECTI❑N 7, CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. I BEARING. SUBMIT SHOP DETERMINED IN THE ELEVATION 6 W^ \�\� f PIPE INVERT DRAWING FOR APPROVAL PLAN VIEW FIELD AS REQUIRED TO MARKER BALL TAPED TO x i1 > } TYPICAL TRENCH CONTOUR /�� _ 8. 0(,IENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD, 8' 4'-G- ID _11118. / DURING CONSTRUCTION \ AVOID UTILITIES (TYP) 6'x4' WYE (TYP) $� \ / 9, BOTTOM SECTION TO BE MONOLITHIC PDDR EXCEPT WHERE DROP CONNECTION REQUIRED. 6� - - 6' /\j BENDS AS REQ'D ❑ ❑ 22-15/16' 6'-4' OD LEVELING caRINGS o + \ \/�\ 10, CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL _ GASKET I 6 aXJRSES (MAX) . DOUBLE SERVICE SINGLE SERVICE 20_5/$. BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING. I I 8, a I TYPICAL TYPICAL 6 x3(• LONG 3/41 THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR ti �- x Z RADIUS BEND GRAVEL I I I CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. ELEVATI❑N + �, i 6'0 _ CONTINUE GRAVEL BED 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FLOOD ZONES. A SLOPE A 24' o to STANDARD 'Y' BRANCHES TO - f a UNDER & PARALLEL TO A SECTI❑N A -A 2'/FT v) LOCATED IN THE FIELD - 'f1-Zo ® o w / .. 3'-0' 17 - BE I a i ca PIPE INTO UNDISTURBED P, SAND ti: t- SOIL TO PROPERTY LINE I 12, NO. 4 BARS 9' D.C. EACH WAY IN SLAB (TOP AND BOTTOM). 8'� 4'-0' ID -8' N L, BED:`` ae SEE PIPE OPENING ¢ v' PIPE INVERT i' 13, SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING -� \ > U INSTALLED PLUG WRAP WITH i -� DOUBLE SERVICE AS + :4u" MANHOLES. DETAIL (S-10) (TYP) 7 DETECTION TAP } SHOWN ON STANDARD CONCEALED �l LATERAL DETAIL (S-1) WATERTIGHT PICKHOLE 14, 2 \ ;- > COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL PRECAST ' 6.\\\ 0 STANDARD 'Y' BRANCH 6MIN a TO BE LOCATED IN FIELD PLAN VIEW MANHOLE TOPS AND CASTINGS. ;•.::.•_. C3 SAND EXCAVATI N 24-3/4' (TYP)_- PROPERTY BENDS AS 0- - 15. 3/4' CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED i LINE REQUIRED a MARKER BALL TAPED TO- FILL CONCRETE 8' 6x4 WYE (TYP) WATERTIGHT AS REQUIRED BY IRCDUS. I PLAN OR BRICK W/TYPE I 6'0 BO❑T RAIN 1 \ /L OF SEWER MAIN TO BE ELEVATION GUARD FRAME - SECTION 16, MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING). VIEW CEMENT MORTAR ELEVATION \--6' DOUBLE 'Y' COMMERCIAL ON C/L OF STREET UNLESS PIPE INVERT (6'x4' 'Y' RESIDENTIAL) OTHERWISE APPROVED BY 17, SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION TO BE USED WHEN CUT CLASSIFICATION IS 6'-0' OR SECTION A -A IRCDUS DIFFERENTIIAL OF 0.1 FEET FOR A CHANGE IN DIRECTION AND 0.05 FEET FOR ASTRAIGHT RUN. LESS PLAN VIEWT❑ BE USED WHEN CUT CLASSIFICATION IS 6'-0' OR LESS 18, A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURERS' NOTES NOTES PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. NOTE 1. 3/4' GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. SAND BEDDING SHALL BE NOTES USED FOR EXCAVATION IN SAND. 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS APPROVED 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 NOTES 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM DF 6' IN DIAMETER. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS MANUFACTURERS' PRODUCT LIST. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL AND APPROVED BY INDIAN RIVER COUNTY. MANHOLES RECEIVING PUMPED SEWAGE. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. 3. MARKER BALLS TO BE TAPED TO 61x4. 24' BELOW FINISHED GRADE. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, 3. SEE PIPE OPENING DETAIL DRAWING NO. 5-10 2. SEE STANDARD MANHOLECASTING RAW N S-3. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR TO CONNECTION. 4. MARKER BALLS TO BE TAPED TO 6'x4' WYE 24' BELOW FINISHED GRADE. INDIAN RIVER COUNTY v STANDARD LATERAL NO. INDIAN RIVER COUNTY " MODIFIED RISER DRAWING INDIAN RIVER COUNT DEPARTMENT OF Q DEPARTMENT OF Q LATERAL DEPARTMENT OF UTILITIES SERVICES M� . P (SHALLOW SEWER) S-1 UTILITIES SERVICES OR 9�; (DEEP SEWER) S-2 UTILITIES SERVICES R,1 ur moa •wrn Ema FRAME & COVER CUT CLASSIFICATION EIGHT LEVELING RINGS w 2 COURSES (MIN) Ja SEE MANHOLE 6 COURSES (MAX) 3z: EFFLUENT & INFLUENT 24 3/4' DETAIL K C3 Uj FLEXIBLE a z w PLASTIC 0 1' GASKET o a a � f Li o 0 4'-0' ID _ OR 5'-0' ID 4 Li z SLOPE �- z > A 2'/FT 6' MIN PIPE (TYP) INVERT FILL CONCRETE SEE PIPE OR BRICK W/TYPE NG DETAIL I CEMENT MORTAR OPENING ELEVATION PLAN VIEW SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0' SEE PIPE OPENING DETAIL (S-10) y $, 4'-0' ID 8, STANDARD 'T' BRANCH PIPE INVERT ;' I ON RE 6' (MIN) COVER ALL AROUND 6' (MIN) N o ! I (BY CONCRACTOR) (TYP)o 2: a o - STANDARD LONG } i::.;'.::/=;f`'s'r RADIUS ELBOW FILL CONCRET L24J EXTENDED SLAB CAST A OR BRICK W/TYPE I INTERGRAL WITH BASE I CEMENT MORTAR ELEVATION SECTION A -A SLOPE + A 2'/FT SEE MANHOLE EFFLUENT & INFLUENT DETAIL a Vii• PLAN VIEW 6p TO BE USED WHERE DROP IS 2' OR MORE, 3. SEE PIPE OPENING DETAIL DRAWING N0, 5-10, 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. STANDARD MANHOLE DRAWING INDIAN RIVER COUNTY DRAWING .INDIAN RIVER COUNTY MANHOLE STANDARD DRAWING NG INDIAN RIVER COUNTY DRAWING MANHOLE SLAB TOP CASTINGDEPARTMENT OF MANHOLE NOTES DEPARTMENT OF SHALLOW DEPARTMENT OF - S-3 UTILITIES SERVICES �r A* S - 4 UTILITIES SERVICES P# S - S UTILITIES SERVICES e" arra.e[w maJ JJi ami ur tm. ur eooa SEE PIPE OPENING--- DETAIL (S-10) IT -81 - 4' ID - 8' - PIPE '.. -_PIPE INVERT DROP LESS THAN 24'' -i + 6' (MIN) \� (TYP) SEE PIPE OPENING DETAIL (S-10) FILL CONCRETE OR.. BRICK W/TYPE I CEMENT MORTAR ELEVATION SECTION A -A nrr uww ,n, r rrr, _DENT PLAN VIEW TO BE USED WHERE DROP IS LESS THAN Z' NOTES NOTES NOTES 1. SEE MANHOLE NOTES ON DRAWING NO, S-4. 1, SEE MANHOLE NOTES ON DRAWING NO. S-4. 1. SEE MANHOLE NOTES ON DRAWING NO, S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING N0. S-3. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10, 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAILI DRAWING NO. S-11. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO, S-11. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. USE 5'-0' I.D. MANHOLE AS DIRECTED BY THE IRCDUS. 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. DRAWING DRAWING DRAWING INDIAN RIVER COUNTYMANHOLE NO. INDIAN RIVER COUNTY MANHOLE TYPE NO, INDIAN RIVER COUNTY MANHOLE TYPE O B " NO. INDIAN RIVER COUNTY DEPARTMENT OF DEPARTMENT OFN �� DEPARTMENT OF DEPARTMENT OF UTILITIES SERVICES r Qw STANDARD DEEP S-7 UTILITIES SERVICES P, A DROP S-8 UTILITIES SERVICESD R ❑ P S-9 UTILITIES SERVICES j JAY am4 w1 m !m3 av mol -- METERS SHALL BE LOCATED IMMEDIATELY 1-1/2'0 P.E LOCKING INSIDE THE RIGHT-OF-WAY UNLESS SERVICE LATERAL CURB STOPS OTHERWISE DIRECTED BY IRCDUS \ METER BOX w (METER NOTSHOWNW.M. APPROVED METER BOXES z 1'0 P.E. FLOW - 90' ANGLE LOCKING CURB STOP (TO SHALL BE POLYMER CONCRETE w J SERVICE } - ACCOMMODATE 5/8'0x3/4'0 METER) & FIBERGLASS z LATERAL 00 REDUCED PRESSURE PLAN VIEW 2'0 PREPUNCHED BACKFLOW PREVENTER HOLE FOR TOUCHTONE r w -� 2' WITH GATE VALVES 1', 1 1/2', OR 2' METER LID o auC& C& W.M. CORP STOP ROADWAY FINISH GRADE ] 0- y 2' 2'-0'I 1 R'-0' 12' J a BRASS COMPRESSION - I I WYE BRANCH 2' ..-- IN LINE DUAL J-� / \ \�Z`'i\\//\�\ `\/�\\/�\\��\ - L ST❑PBRASSWITHKINTEGRALL PLAN VIEW NG CURBCHECK BY IRCDUS J o UNION \5w /1 > METER COUPLING C3 2'0 PREPUNCHED ) MARKER BALL CENTER PINGED OPENING HOLE FOR TOUCHTONE W M z a ) IN LINE DUAL (4%'x7'MIN) W/STAINLESS STEEL PiN� METER LID o f E + 4- * / IRCDUS CHECK BY !I I a FINISHED METER x GRADE LONG SERVICE METER PROPERTY LINE x BOX a Z (SEE NOTE 5) -~ i (SEE NOTE \�\� \�\�\ \�'\ \ \� \�'\�'\�'\ \'\� \�'\v �'\ \� \ \ \�' \ H RT\\-TRACE NO. 3) a . W ��v''��T\`' a\i��\\\�\\\\\\\a\`:�\\\fig\\ \ice \\,a\ PVC CASING SLEEVE WATER MAIN SERVICE WIRE 2'- a "'0D M U - STAINLESS STEEL --,-- -F - ELEVATION DOUBLE STRAP SERVICE SADDLE ELEVATION NOTES I'O(MIN) CUSTOMER 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO NOTES PIPING (BY OTHERS) LOCATE MARKER BALL (WATER) INSTALINDOUBLEUCHECK,BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS 1. SUCCESSIVE TAPS INT❑ THE WATER MAIN SHALL BE A MINIMUM OF 18' ON CENTER. ELEVATION 2. ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW 2, ALL SERVICES REQUIRE 36' MINIMUM COVER, 3, MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1'DIA., DUAL SERVICES SHALL BE A MINIMUM PREVENTORS. 1 -1/2 -DIA., TRIPLE SERVICES SHALL BE A MINIMUM 2'DIA. AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. NOTES 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY 4. VDIA, & 1-1/2'DIA. LONG SERVICES REQUIRE A 2' MINIMUM I.D. CASING PIPE. 2'DIA. LONG AFTER SPECIFIC APPROVAL BY IRCDUS. SERVICES REQUIRE A 3' MINIMUM I.D. CASING PIPE. CASING PIPE SHALL BE SCHEDULE 40 P.V.C. 1. METERS OVER 2'DIA. MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR. 5. ALL METERS 2'DIA. OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED 4, SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM, PIPE SUPPORT MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN 2'DIA.. 2. ALL METERS 2'DIA. AND SMALLER VILL BE SUPPLIED AND INSTALLED BY IRCDUS. SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING, POINTS, AND WATER SERVICE CONNECTIONS AT 3. MINIMUM SIZE OF METER BOXES- 1'DIA. SERVICE (12' X 18')1 1-1/2'DIA, AND 2'DIA. SERVICE (17' X 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 281). OF BOTTOM OF VAULT IS AT LEAST 1'-0' ABOVE THE HIGH WATER LEVEL, 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. S. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. 4. METERS GREATER THAN 2'DIA. SHALL BE COMPOUND METERS. REFER TO IRCDUS APPROVED 6. PIPING 2-172' OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE. MANUFACTURERS PRODUCT UST. 10.(2) TWO PREPUNCHED HOLES REQUIRED FOR 2'DIA. METERS. 5. TRACE VIRE TO BE INSTALLED AS PER DETAIL M-14. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE, 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. DRAWING DRAWING DRAWING INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY NO, DEPARTMENT OF WATER SERVICE ` / ^ DEPARTMENT OF METER B ❑ X DEPARTMENT OF BACKFLOW PREVENTER W _ 9 UTILITIES SERVICES w * W - 4 UTILITIES SERVICES • r W-5 UTILITIES SERVICES (r JAY am. ,aAr mw , .urz eae, SPACE AROUND OUTSIDE ❑F PIPE SHALL Dr- COMPLETELY EC❑MPLETELY 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 ❑D OF PIPE �- 2'PER FOOT SLOPE ELEVATI❑N NOTES" 1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, 3/4' ROCK (20' UPSTREAM) PIPE TO MANHOLE COMIECTI❑N 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 JOINT 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. DRAWING PIPE OPENING DETAIL NO. INDIAN RIVER COUNTY DEPARTMENT OF S-10 UTILITIES SERVICES SpTEwEA t003 MANHOLE DRAWING EFFLUENT & INFLUENT S-11 SEP1.K. am] _ _ _ _ _ _ >- U U U U U U c0 co CO I(7 O L1� (D c0 I- N co Q d to \\ O H (n W W 00 o J -1 O O O Q (n m u) Z U7 of Z Z p Ld Z_ W :2Q Z_ tY 0- 2 m - O O O W W W U n U (n a- d W O (/i U V (f)� ((A U <(o < z 0 rn 00 0 0) Cn zC4 0) ia)I (o toUj J N � COV w I' "' N o ¢ O I t .•. oo O 0 a0i^OU co <m CD �- ¢ p U X E z > ti z � Y CIO ¢ 0 0 Z 0 U Or7 a) m Z = y n U >- U) N I Y_ o .� 0 ON� U p 0- � w ttf Y ` O a U ¢ w (D _ W ' Z U C: z Ld 0 9 orf F w ¢ o 0 0 _j 0 Ld O z M m m } m (!I o m o Lli_a 2 � C) ¢ V) ¢ W V) 0 0 U 0 r w W < 3: 0 W Z coJ � �Q WQW =W � D� UQ cl vJ Q O Z J `L_ Z U- U) rJ V ,/ Q O U QUW W NW i.L_ Z� � i- 0 DU)U Z� z - WrWn �/ F�- < U / m W V) DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER P7 V C V U v V O V! Q a C O C L 0 2 I a Y 0 y O 7 0 a� n v 0 N V C N v v 'U O ut v C 0 E O S I T _N Y C O v Q v O v C v C 0 v N .0 O v ID 3 O t 3 C a� U O v N t C O m U C ar L CL 0 CL E C C v 0 a� m 7 N lY v 0 L N C) L .5; CL N in a 3 cU =� L U t 3 0 C E � CL U O -v O N v N O � a O O ^ U PCL in C 4V L O J C 0 L LJ O � U U) N U I '> 00N w O C CD N .0 7 i CN J Q C I- 0 LiJ in O IJc iu I...- L t ,yI 00 y I � N n 4V / L 3 - in O v % v Q N CL U v / c N 0 O O v 00 O r 0 �i y E= I` U = O V •� VI D O DETECTION TAPE PROVIDE TRENCH (SEE NOTE NO 6) SLOPE AS REQ'D PROVIDE TRENCHGRADE SLOPE AS REQ'D `Tl4W N (SEE NOTE z 4) '- - - 6' MAX LAYER LY OTHER APPRO\ MAINTAIN TRENCH w METHOD TO AC WIDTH 2'-0' ABOVE 98% COMPACTI TOP OF PIPE 0 M CU ."N.. MAXIMUM WATERI LEVEL ALLOWABLE 4 - 4' MAX DURING LAYERS CONSTRUCTI❑N v AT 98% 3/4' DIA BEDDING ROCK_ OR PEA ROCK WHERE 12� (PIPE 12'_ UNDISTURBED CONDITIONS REQUIRE OD SOIL TRENCH WIDTH 'W' ELEVATION ASPHALT SURFACE FINISHED GRADE TRENCH WIDTH 1 GRADE 36' (MIN) r--36' SQUARE t r- -2a• SQUARE I o 0 0 0 0 0 0 0 0 0 0 ^ N -f OBSTRUCTION / f TRENCH WIDTH 'W' + 4' MIN - COVER JUkr ALL KLS I LIKA I LUN 0 0 0 0 0 0 o e o d l' ' �/ • / W MECHANICALLY 6' EXISTING j b b w / PRESSURE MAIN _ SAW EXISTING MIN BASE W =lov o o e e e e o o N o ao m _ PAVEMENT Ld a RESTRAINED - I CONTINUOUS = b b b JOINTS 45• ❑R 22 112' •�..• Q• m o 0 0 0 0 0 0 m ro N ca ONE Cl) / / / / / / ? W ENCASE AS REQ'D-� BENDS (M.J.) CPAD ONCRETE / N0. 30 • T / / // / / / / / / / / / / / / LD SPECIAL UTILITY CROSSING - FITTING TYPE SLIDE TYPE / ,�� CONTMUOUS ^ N 4 U; N N Q / / / / / ELEVATION BASE CK VALVE 8D% SLIDE TYPE W W BASE VALVE BOX TYPE II ]R ///////2 T ///// // b N � b in � 6 � TYPE I / / / / REPLACEMENT O L` 0 0 0 0 0 0 e n N �u N p j8' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIM CROSSINGS. DUCTILE IRON STAY -PUT COVER RAISED .VE DETECTION TAPE / / / / / / / / / / / / LIMEROCK BASE v ? IF MiNIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT POLYETHYLENE (SEE NOTE NO 8) / / / / / / / / / = IS REQUIRED (SEE NOTE 5A) LETTERS MARKED 'WATER; 'SAN. IN 3 LIFTS AT % = 0 0 0 o v n N r N N N CURB STOP BOX APPLICABLE 'REUSE WATER' AS 98% W A INDICATOR 6' (MAX) LAYERS OR Z ro o 0 o a o s o Ln ^' 0 v La �, /\� \ OBSTRUCTION m GRADE BRASS VALVE OTHER APPROVED ---(SEE NOTE 6) J N N N Z TR SLOPE TO - N'w:THOD T❑ ACHIEVE 98 ¢ - - 36' (MIN)�1COVER-- 2 COMPACTION cv q 'yo o v n m u' a a N �_ • 24' (MAMAXIMUM WATER / PRESSURE MAIN+ ��- _ 4' MAX a M e a v; o o N w SEE NOTE N0. -----1I� LEVEL ALLOWABLE ll N N N N ,� FOR ACCEPTABLE W DURING L "�"., . ,{ .... ;'..... ,/��j LAYERS AT DEFLECTION CENTER A FULL LENGTH OF PIPE CONSTRUCTION 4' N L'iWH TYPE I. TYPE II y: r.; re;,? ; . •, \ \� 98% ENCASE AS REQ'D AT THE POINT OF CROSSING r i / \ \� 0 3t CL a X = 0 y� cD CO " „� co N 0) V y� W STANDARD UTILITY CRICCiNf: - i1FF�ECTION TYPE 3/4' DIA BEDDING R❑CK-/ 12• PIPE 12' oC ELEVATION ROCK TO EXTEND OR PEA ROCK WHERE OD UNDISTURBED SOIL NOTES ABOVE EXTENSION AP WITH = CONDITIONS REQUIRE LLP = a N N e e o FILTER CLOTH t. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC PROVIDE EXTENSION MARKER � TRENCH WIDTH(-) \ ORDERS THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE CROSSING BE AS SHOWN BALL W' ELEVATION N N N N a m in a in Z.0 0 0 ¢ ¢ 2. CONSTALLORUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT TRACE WIRE- DEFLECTION. U v N v n N b Po o e o A W 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS NOTES - W b b b b b I,ZX 4. OTHER OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED I. m a N m S iu N N o 0 o A w A. USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER METHOD OF CONSTRUCTION. W ¢ IS LESS THAN 18 INCHES, DIP SHALL BE USED FOR GRAVITY SEWER AT WATER UNE CROSSING IN THE FIELD LJ - a J WITH A LENGTH OF PIPE. THE PIPE SHALL BE TONLOCATEATHEHJOINTISTAOFACMAXIMUM'SO AS O DISTANCE NOTES 2. SHEETING WILL BE REQUIRED AS DETERMINED BE CONSISTENT WITH EXISTING MATERIALS AND SHALL li n ZZ b b o All as -built drawings (24"06") 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. n a N N M J LOCATE INTS AT A POINT OF CROSSING, AND JO E L E V A T O N 2. Survey baseline stationing every 100', control points set every 500', and at angle change of 3. NEW SURFACING MATERIALS SHALL All state plane coordinates shall be based on the Florida State Plane Horizontal data (East Statutes. Z direction. ' Zone); or Florida High Precision Geodetic Network (superstation) and NAD 83/1990 -final � J = FROM THE WATER LINE. adjustment 2. All state plane coordinates shall be based on the Florida State Plane Horizontal APPROVED METHOD HAVE LAPPED AND FEATHERED JOINTS. (1-1/2' MIN. THKJ Z All elevations shown shall be based on 1929 NGVD. Q igh Precision Geodetic Network (superstation) and data (East Zone); or FloridaFloriaHi 2 for water line and force main construction. Elevations that reflect any significant change in OCi NAD 83/1990 -final adjustmentgrade C3 5B. ONLY UNDER EXTREME CIRCUMSTANCES MAY MINIMUM AND HORIZONTAL SEPARATION REQUIREMENTS 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 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO 7-180. Existing parcels, tracts, and lot corner locations shown with front footage dimensions per pial � = to submitting the electronic copy, one (1) copy of each as -built shall be submitted for review and - b b in b in b in b b LL BE WAIVED AND ENCASEMENT BE UTILIZED BETWEEN WATER MAINS AND FORCE MAINS. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF DIRT ROAD. sealed copies of each as -built shall be submitted.) OF CONSTRUCTION..n 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC = �+ b b b r n N N N Clm m a r one-quarter (1/4) section corner whichever is closest to the project State plane coordinates X LJ 6. SEE TRACER WIRE DETAIL. M-14. SEPARATION EQUAL NOTES . county excavation) .) 2. TING WILL BE REQUIRED AS DETERMINED IN THE FIELD. SHEETING WORKS/FDOT STANDARDS. THIS LEVEL. L7 N Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) 5. All construction surveys shall be fled to a minimum of one (1) permanent reference 6. - w H 7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL monument (P.R.M.) at the end of each project. One P.R.M. shall be tied to a 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW LA minimum of one (1) section comer Prone -quarter (1/4) section comer whichever is 7. All -built construction that are located within a distance of one (1) mile from any O the II be steal shown n coordinates shall closest to e p j p physically the project. State lane 2' ~ a TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE utility as plans Indian River County Global Positioning System (G.P.S.) control project monuments shall be tied 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7, TRENCH WIDTH 'W' =PIPE O.D. PLUS 2 -0'. TO BE INSTALLED OVER MAIN 1' J A a 6. '�' `" �' construction. ° °D ° within a distance of one (1) mile from any Indian River County Global Positioning Z W E w GROUND STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL 1, ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS 5. TRENCH WIDTH 'W' =PIPE O.D. PLUS 2'-0'. 8. 2' WIDE DETECTION TAPE WITH METALLIC BACKING BELOW'. CAUTION FORCE Existing fences. respective easement (if required). As-builts will not be accepted unless the verbiage from one (1) permanent reference point or the subdivision comer that Is along the 12. Existing trees and/or shrubbery. "Proposed" andlor "To Be constructed' have been revised to read "AS -Built'. As -built J � 0.l SEPARATION EQUAL TO FOUR <4) FEET FROM ANY UNDERGROUND UTILITIES (I.E. GAS MAN 2, PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES (SEE M-11) 6, T BE INSTALLED OVER MAIN V BELOW 2' WIDE DETECTION TAPE WITH METALLIC BACKING D OR BELOW SURFACE, TAPE TO BE MARKEDICCAUTION' WATER LINE WIRE SHALL BE USED _J All other non-movable items such as mailboxes, Dag poles, etc. 9. All as-builts shag be certified by the project engineer or contracting surveyor. b b o b b h b w TELEPHONE LINES, CABLE LINES, IRRIGATION MAINS, ETC,) MARKER BALLS ARE TO HE PLACED ADJACENT TO ALL VALVEBOXES AP T BE MARKED -'CAUTION, WATER LINE BELOW', CAUTION, FORCE MAIN BELOW', SURFACE. TAPE 0 MAIN BELOW', OR 'CAUTION REUSE WATER MAIN BELOW'. TRACE W a+ " m +� %" m °` � m a a '�" w � 8. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL 3. LOCATE A WIRE SHALL ALSO BE USED CONTINUOSLY ON ALL REUSE WATER MAI N BELOW'. TRACE CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-14). Z ern TO TWO TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM THE TOP OF THE 4. SEE TRACER WIRE DETAIL. M-14 CAUTION PIPE. (SEE DETAIL M-14). 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY, K ¢ _ OC BANKS OF ANY BODIES OF WATER (LE. STORMWATER PONDS, CANALS, ETC.) 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. (SEE W-1) 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER Win w o ro =L�o =Imo « Z 9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM HORIZONTAL g, REFLECTIVE MARKERS FOR FIRE HYDRANT - BLUE JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER W a z c) d m m N N a ¢< SEPARATION OF 10' EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAIN• WATER MAIN VALVE -WHITE JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. O! w y ix w ¢ FORCE MAIN VALVE - GREEN INDIAN RIVER COUNTYTRENCH DETAIL DEPARTMENT OF UTILITIES SERVICES �• (UNPAVED EASEMENTS) R are mz. 3' FIBERGLASS POST 7 SIZE OF MAIN D ...I SERVICE � 3 Z Z m -DEPTH OF COVER t0 a M � M .TI FINISHED GRADE Z V PLACE OVER PIPE IN VALVE LOCATI❑N 24' X 24' X 6' THICK FIBERCRETE PAD AT EACH VALVE BOX (SHALL BE 36'x 36' IF LOCATED IN TRAFFIC WAY) 2'0 CURB BOX TO HOUSE TRACE WIRE WITH DUCTILE IRON LID D� 6'G 2'0 BRASS INDICATOR EXAMPLE PLAN VIEW NOTES 1. VALVE BOX LID SHALL BE PAINTED: BLUE FOR WATER GREEN FOR FORCE MAINS PURPLE FOR REUSE WATER 2. BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION.<SEE EXAMPLE) F' REUESE MAIN VALVE - PURPLE V DRAWING V DRAWING V DRAWING V DRAWING V DRAWING NO. Na RAVOING INDIAN RIVER COUNTY TRENCH DETAIL NO. INDIAN RIVER COUNTY RESTRAINING NO• INDIAN RIVER COUNTY INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY DEPARTMENT OF A DEPARTMENT OF ca DEPARTMENT OF VALVE B O X PAD C DEPARTMENT OF ca DEPARTMENT OF UTILITY C R 0 S S I N Cis M- 4 UTILITIES SERVICES „ , VALVE AND B❑ X M-5 UTILITIES SERVICES . M-6 (PAVED AREAS & SHOULDERS) M-2 1P1'mITIEs SERVICES SCHEDULE AND NOTES M-3 UTILITIES SERVICES " ILRPr� o Kr�e. -1 UTILITIES SERVICES loR �• Ri P•A 1 ..rt zee• -ASBUILT 8' PLUG NOTE, A MINIMUM TEXT SIZE INDIAN RIVER COUNTY INDIAN RIVER COUNTY INsr. LOCATE C2 H STA. o+o0 118' SHALL BE REQUIRED DEPARTMENT OF UTILITY SERVICES GENERAL INFORMATION TO BE SHOWN FINISH GRADE ALL ME ILK 8o Es $� o T.O.P. EL. 4.83 DEPARTMENT OF UTILITY SERVICES ON ALL ASBUILT SURVEY'S AS BUILT REQUIREMENTS SURVEY REQUIREMENTS ON AS -BUILT AND SURVEY DRAWINGS STRIP 4" (MIN) EDGE Omay/( /ASBUILT 8 P.V.,R-6 TURNS PAVEMEFNT �. / / / / M x .//Z/. rPRMV / STA. 0+37 YI T.O.P. EL. 4.40 12 64 R/W LOCATE TAM -�^ ASBUILT 8' 90" BEND + �ar�Rr UCTION INTO EXISTNG 7 STA. 0+62 `.. �CONTINUOUS 110 STRANDED MONUMENT WITH KNOWN T.O.P. EL. 4.42 - COPPER TRACE WIRE STATE PLANE COORDINATE AND SHOW ON ASBUILTS, ASBUILT 8' FORCE MAIN CATION -SERVICE DETAIL PAVEMENT a ASBUILT 8' 22 1/2' BEND F.X. UNDER M.Y. 31 C) STA, f+r5 OFFSET 7'R HALF HQCH AT ALL SERVICE TAPS, Ir/ENCASEMENT Iy� TO.P. EL. 4.89 STA. 123+18 (18' L) k EACH END OF ALL FIRINGS M.X. T.O.P. EL. 6.44 fFz - ASBUILT 8' 22 1/2'BEND F.M. UNDER SAN. S. -STRIP 4" MINIMUM � AIR RELEASE --- STA. 1+22 OFFSET 7'RF.M. T.O.P. EL. 6.50 VALVE OVER W.M. T.O.P. EL. 6.52 SAN. S.T.O.P. EL, 6.40 STA. 1+38 ASBUILT A.R.V. TAP _ ASBUILT 8' SLEEVE W.M. T.O.P. EL. 6.43 STA. 1+28 OFFSET 7'R STA. 122.25 (18' LEFT) F-) 3' P.V, T.O.P. EL. 6.32 11' R-1/4 TURN-CO PLAN VIEW o OF BLDG. 1-7 3 TWISM-OR0 STA. 2+75 W In 2•0 TRACE WIRE HOUSING F.M. UNDER TEL R/W Q + wlrl+ SAP F.M. T.O.P. EL. 5.35 ' ' 4+I g STEP 2 TO TEL. EL. 6.25 0 = j w h� CU W OFF . ..il<. R/W PROP. LINE n' /. / / /. /. / / / / ✓✓/ii. s WRAPS nu T 3+ Su T T 123+00 PRM STEP 3 CONTINUOUS /10 STRANDED 121+00 122+00 L COPPER TRACE WIRE a ' '1' SAN. S. soloER ASBUILT 8 P.V., \ (EXISTING) R-4 TURNS STA. 122+74 , T.O.P. EL. 4.40 STEP 4 HALF HITCH HALF HITCH 0 BEHIND EACH EACH SIDE OF MAIN LINE SPLICE DETAIL BELL ALL VALVES ELEVATION -VALVE BOX DETAIL, NOTES 1, MARKER TO BE PLACED DIRECTLY OVER PIPE. NOTES 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY t. TRACE WIRE IS REQUIRED ON ALL PIPES. IRCDUS, 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. MARKER TO BE USED OVER WATER MAIN VALVES, FORCE MAIN VALVES 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL TRACE WIRE AND RE -USE MAIN VALVES. 4. ALL SPUCE CONNECTIONS ARE TO BE HOT SOLDERED (50/30 RESIN CORE), WRAP. WRAP W/3 ALTERNATING LAYERS TAPE, COVER WITH WATERPROOFING COMPOUND AND HEAT SHRINK 4, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. PRODUCTS LIST. s. ALL MATERIALS ARE TO BE PER RCDUS APPROVED MANUFACTURERS' PRODUCT LIST. NOTES 1. ITALICIZED PRINTING , SHOWN ABOVE, REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE ENGINEER OF RECORD TO IRCDUS ON REPRODUCIBLE (HYLAR) ASBUILT SURVEY DRAWINGSI ORIGINAL ASBUILT SURVEY'S TO BE SIGNED, SEALED AND DATED, AN ELECTRONIC COPY OF. SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A CD IN AUTO CAD 2000 FORMAT OR LATEST VERSION. 2.BASELINE OF CONSTRUCTION 6 STATIONING OF ITEMS TO BE ON THE CENTERLINE OF THE ROADWAY. 3. TOP OF PIPE ELEVATIONS 6 STATIONING TO BE TYPED, LISTED, SEALED & SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS, 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOSE EACH VALVE. 5, CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. 6. ASBUILT UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID LINE. EXISTING UTILITY LINES SHALL BE SHOWN WITH A THIN DASHED LINE. 7. ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE PARCEL ID M INDICATED IN PLAN. DRAWING V DRAM IVIG INDIAN RIVER COUNTY INDIAN RIVER COUNTY PERMANENT NO. INDIAN RIVER COUNTY TRACE WIRE DEPARTMENT OF DEPARTMENT OFDEPARTMENT OF DETAILS M-14 UTILITIES SERVICES UTILITIES SERVICES • P. LAND MARKER M-9 UTILITIES SERVICES t. xr za. SER._ M AS -BUILT DRAWING DRAWING ND. INDIAN RIVER COUNTY DEPARTMENT OF (EXAMPLE) M-15 UTILITIES SERVICES ,ur zm. AS -BUILT DRAWING DRAWING DRAWING NO, INDIAN RIVER COUNTYCONSTRUCTION / R O U T E NO. INDIAN RIVER COUNTY A S -BUILT /SURVEY NO. DEPARTMENT OF@)_ DEPARTMENT OF REQUIREMENTS M-16 REQUIREMENTS M-16 UTILITIES SERVICES SURVEY REQUIREMENTS M-16 UTILITIES SERVICES 1+v lee. I 12 Z Z 2_ } U. U U U U U m 3 � 7) 7) � � cfl (C (.o Ln In In 0 0 0 0 0 0 Lij Q Ln lzf 1"7 .N- Z Z LLI LLI (n 0 O Q LLJ 0 U (/ i O Q J O tY Z F Z I- W Z_ Z Ld LLI Q M O O O w W W U � U (/) O!� 0:� O O LL- [L g N O -��5;�> U U Cn Iz U C0 rn U 900 fA Z o I (D -4--+ LJL C-4 0) Cc LLJ O -U LO Q _00 Cl)C14 0 O aOir0 Q� Q (n m Q p U X E70 z>�� Y CU Z Q OU O rrlmOf _ 0 �to N I J • to W :2 G)N J rmq 0Y O N rn ui 3 O N C U p O OL u7 � w m CO F= d- ` W O Q z U w `k WO,_Z � ¢o w Q 0 O LL L _J 0 OZ M } m (/1 o m 0 Q L1JLLJ W 2 � C) Q NQ W V) 0 o U ©M WV / ZZ 1. All as -built drawings (24"06") 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. 1. All Construction and/or Route surveys shall meet the minimum requirements of the 1. Existing right-of-way limits and/or easements within the limits of construction. < D Chapter 61G67, Florida Administration Code Pursuant to section 472 of the Florida 2. Survey baseline stationing every 100', control points set every 500', and at angle change of 2. All state plane coordinates shall be based on the Florida State Plane Horizontal data (East Statutes. Z direction. ' Zone); or Florida High Precision Geodetic Network (superstation) and NAD 83/1990 -final � J UW adjustment 2. All state plane coordinates shall be based on the Florida State Plane Horizontal 3. Show cross section elevations at grade every 100' for gravity sewer line construction and 50 0' 3. All elevations shown shall be based on 1929 NGVD. Q igh Precision Geodetic Network (superstation) and data (East Zone); or FloridaFloriaHi 2 for water line and force main construction. Elevations that reflect any significant change in OCi NAD 83/1990 -final adjustmentgrade between the previously stated footage shall be shown on plans. 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 3. All elevations shown Shall be based on 1929 NGVD. 4. Existing parcels, tracts, and lot corner locations shown with front footage dimensions per pial to submitting the electronic copy, one (1) copy of each as -built shall be submitted for review and - DATE when platted. if construction project is along back of lots, then show back lot dimensions. approval. After all approvals, a (24N36") Mylar reproducible along with five (5) signed and 4. All incoming route construction survey dravdngs shall be received on a CD, as an electronic copy, AutoCad 2000 format, with a tie to a minimum of two (2) state 5. EXISTING ROADWAY EDGE OF PAVEMENT OR EDGE OF DIRT ROAD. sealed copies of each as -built shall be submitted.) plane coordinates. (NOTE: Prior to submitting the electronic copy, one (1) copy of 6. Existing utilities as located in field (water, sewer, telephone, electric, cable TV, etc.) (NOTE: L'. 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 corner or each as-buift (24"x36') shall be submitted for review and approval. After all approvals, a (24•'x36') Mylar reproducible along with five (5) signed and sealed Sunshine One to contacted by surveying firm prior to survey locate; with the intent of one-quarter (1/4) section corner whichever is closest to the project State plane coordinates copies of each as -built shall be submitted. . county excavation) .) shall be physically shown on the drawing next to the P.R.M. used. 7. Existing utilities as associated with number 5 above (example: valves, meters, manholes, etc.) 5. All construction surveys shall be fled to a minimum of one (1) permanent reference 6. All utility as -built construction located within the rights-of-way, easements and alike shall be tied monument (P.R.M.) at the end of each project. One P.R.M. shall be tied to a 8. Existing curbs, driveway widths and types. to the respective rights -of way, easements, etc., every 1,000 feet and change of direction. minimum of one (1) section comer Prone -quarter (1/4) section comer whichever is 7. All -built construction that are located within a distance of one (1) mile from any O the II be steal shown n coordinates shall closest to e p j p physically the project. State lane 9. v elevations. n driveway culverts e sizes and Invert a crossings and dr ) Existing drainage pip g Y (type, utility as plans Indian River County Global Positioning System (G.P.S.) control project monuments shall be tied drawing next to the P.R.M. used. 10. Existing swales and/or ditches and elevations every 100' at top and bottom if within area of into the project from one (1) on-site Permanent Reference Monument (P.R.M.) subdivision 6. All surveys that are required for the use of engineering design, and are located construction. Comer, or site plan project corner. within a distance of one (1) mile from any Indian River County Global Positioning E. All as-builts shall clearly depict as -built utility lines that were constructed along with their System (G.P.S.) control project monuments, shall be fled into the GPS monument 11. Existing fences. respective easement (if required). As-builts will not be accepted unless the verbiage from one (1) permanent reference point or the subdivision comer that Is along the 12. Existing trees and/or shrubbery. "Proposed" andlor "To Be constructed' have been revised to read "AS -Built'. As -built survey route and shall then be fled to the survey base line. Construction drawings with, to be constructed terminology, will not be accepted 7. Horizontal Control Monumentation for utility lines shall be a minimum of two (2) t3. All other non-movable items such as mailboxes, Dag poles, etc. 9. All as-builts shag be certified by the project engineer or contracting surveyor. points at a maximum of 1,400 feet between points and shown on all plans. 14. Ag street names. 10. All projects, which utilize lift stations, shall specify on plans as to whether or not subject lift g• Vertical Control (when required) for linear utility fines, such as sewer, shall have a stations are to remain private or are to be dedicated to the county. maximum of 1,100 feet between existing construction or established benchmarks. 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. AS -BUILT DRAWING DRAWING ND. INDIAN RIVER COUNTY DEPARTMENT OF (EXAMPLE) M-15 UTILITIES SERVICES ,ur zm. AS -BUILT DRAWING DRAWING DRAWING NO, INDIAN RIVER COUNTYCONSTRUCTION / R O U T E NO. INDIAN RIVER COUNTY A S -BUILT /SURVEY NO. DEPARTMENT OF@)_ DEPARTMENT OF REQUIREMENTS M-16 REQUIREMENTS M-16 UTILITIES SERVICES SURVEY REQUIREMENTS M-16 UTILITIES SERVICES 1+v lee. I 12 Z Z 2_ } U. U U U U U m 3 � 7) 7) � � cfl (C (.o Ln In In 0 0 0 0 0 0 Lij Q Ln lzf 1"7 .N- Z Z LLI LLI (n 0 O Q LLJ 0 U (/ i O Q J O tY Z F Z I- W Z_ Z Ld LLI Q M O O O w W W U � U (/) O!� 0:� O O LL- [L g N O -��5;�> U U Cn Iz U C0 rn U 900 fA Z o I (D -4--+ LJL C-4 0) Cc LLJ O -U LO Q _00 Cl)C14 0 O aOir0 Q� Q (n m Q p U X E70 z>�� Y CU Z Q OU O rrlmOf _ 0 �to N I J • to W :2 G)N J rmq 0Y O N rn ui 3 O N C U p O OL u7 � w m CO F= d- ` W O Q z U w `k WO,_Z � ¢o w Q 0 O LL L _J 0 OZ M } m (/1 o m 0 Q L1JLLJ W 2 � C) Q NQ W V) 0 o U ©M WV / ZZ V Z WVJ < D � O too v/ W Z W ' W � J UW 1' w UA _ I r Q U 2 . Q 0 Fy O J IJ✓ 5/16/06 PROJECT NO. 047608002 SHEET NUMBER P8 WV / ZZ V LL 'J' too ' W W 1' ID Q U ..6 OCi ��Z f /i �•' - DATE 5/16/06 PROJECT NO. 047608002 SHEET NUMBER P8