Loading...
HomeMy WebLinkAbout2016 - Construction Plans"JENINk AOL INN&, J1% _ t !' - T N 0 S �Fm y 016 INDEX OF SHEETS IA. TITLE - SHEET IB. SURVEY 2. CONSTRUCTION NOTES 3A. STORM WATER POLLUTION PREVENTION PLAN 313. EROSION CONTROL PLAN 4. SITE PLAN 5. STORM WATER/GRADING PLAN 6. UTILITY PLAN 7. 'JACKSON STREET RE—STRIPING PLAN 8. LANDSCAPE PLAN q, CONSTRUCTION DETAILS 10. WATER DETAILS 11. SEWER DETAILS 12. LIFT STATION DETAILS UTILITIES LOCATION OF UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM INFORMATION FURNISHED D� UTILITY COMPARES AND ARE APPROXIMATE ONLY. CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH, AND VERIFY CONDITIONS AT SITE. CONTRACTOR SHALL MAKE DILIGENT INQUIRY AT THE OFFICE OF THE UTILITY COMPANIES AND MUNICIPAL AUTHORITES TO DETERMINE THE EXACT LOCATION OF UTILITY STRUCTURES. THE CONTRACTOR SHALL NOTIFY, IN WRITWG, THE UTILITY COMPANIES, MUNICIPALITY AND OWNERS INVOLVED OF THE NATURE AND SCOPE OF THE PROJECT, AND OF MS OPERATIONS THAT AFFECT THEIR FACILITIES OF PROPERTY. Call 46 hours before you dlq in Florida i VICINITYMAP (NOT TO SCALE) OWNER REMINCTON STEWART, LLP P.O. BOX 853578 LAKE MARY, FL 32785 Phone: (407) 767-6474 APPLICANT RS SEBASTIAN DEVELOPMENT, LLC P.O. BOX 853578 LAKE MARY, FL 327g5 Phone: (407) 767-6474 ENGINEER MASTELLER AND MOLER, INC. 1655 27TH STREET, SUITE 2 VERO BEACH, FLORIDA 320160 Phone: (772) 567-5300 / Fax: (772) 7q4-1106 mostmolr@bellsouth.net ARCHITECT CUHACI & PETERSON ARCHITECTS ENGINEERS PLANNERS 1925 POSPECI AVENUE ORLANDO, FLORIDA 32814 Phone: (407) 661-9100 SURVEYOR MASTELLER, MOLER, AND TAYLOR, INC. 1655 27TH STREET, SUITE 2 VERO BEACH, FLORIDA 32g60 Phone: (772) 564-8050 JACKSON STREET CORNERS M MASTELLER & MOILER, INC. M @@K@Uavaa@ 19m@0mrK9m@ 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 (772) 567-5300 / FAX (772) 7q4-1106 CERTIFICATE OF AUTHORIZATION;'NUMBER 4204 'R'ECEIVS'p x� rq ' d e ti`•'" 9 f 8& 'r jP fp_ � Qxj KIOV V Co lty of Sebacti;�n � 'nuni, T p evelopmenf Celt, EARL H. MELL .i P . FL 26658 It's the Low! - DIAL 811 Sunshine State One Coll of Florida, Inc. "TITLE TO ALL DOCUMENTS WHICH BEAR THE COPYRIGHT OF MASTELLER & MOLER, INC. IS VESTED 4. 1119/16 REVISED PER SEBASTIAN COMMENT LETTER OF 10/28/16 SH/EHM SOLELY IN MASTELLER & MOLER, INC. THESE DOCUMENTS ARE PROVIDED TO THE OWNER SOLELY IN 3. 7125116 REVISED BLDG A TO MEDICAL & SEBASTIAN COMMENTS SH/EHM CONNECTION WITH THIS PROJECT. ANY OTHER USE OR 2. 718116 REVISED PROJECT NAME & PER SJRWMD COMMENTS SH JB 1 REUSE OF THESE DOCUMENTS OR ANY REPRODUCTION, - DISPLAY, SALE, OR OTHER DISPOSITION OF THESE i. 717116 REVISED PER IRC UTILITY DEPT. MARKUPS SH EHM 1 DOCUMENTS BY ANYONE IS EXPRESSLY PROHIBITED DOCUMENTS WITHOUT CONSENT OF MASTELLER & MOLER, INC. NO. DATE DESORPTION DR/APP PURSUANT TO THE FEDERAL COPYRIGHT LAW." REVISIONS © 2015, MASTELLER & MOLER, INC. i VICINITYMAP (NOT TO SCALE) OWNER REMINCTON STEWART, LLP P.O. BOX 853578 LAKE MARY, FL 32785 Phone: (407) 767-6474 APPLICANT RS SEBASTIAN DEVELOPMENT, LLC P.O. BOX 853578 LAKE MARY, FL 327g5 Phone: (407) 767-6474 ENGINEER MASTELLER AND MOLER, INC. 1655 27TH STREET, SUITE 2 VERO BEACH, FLORIDA 320160 Phone: (772) 567-5300 / Fax: (772) 7q4-1106 mostmolr@bellsouth.net ARCHITECT CUHACI & PETERSON ARCHITECTS ENGINEERS PLANNERS 1925 POSPECI AVENUE ORLANDO, FLORIDA 32814 Phone: (407) 661-9100 SURVEYOR MASTELLER, MOLER, AND TAYLOR, INC. 1655 27TH STREET, SUITE 2 VERO BEACH, FLORIDA 32g60 Phone: (772) 564-8050 JACKSON STREET CORNERS M MASTELLER & MOILER, INC. M @@K@Uavaa@ 19m@0mrK9m@ 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 (772) 567-5300 / FAX (772) 7q4-1106 CERTIFICATE OF AUTHORIZATION;'NUMBER 4204 'R'ECEIVS'p x� rq ' d e ti`•'" 9 f 8& 'r jP fp_ � Qxj KIOV V Co lty of Sebacti;�n � 'nuni, T p evelopmenf Celt, EARL H. MELL .i P . FL 26658 m REPORT OF SURVEY ti6q� 4 W M • TYPE OF SURVEY BOUNDARY. & TOPOGRAPHIC. til lb CONCRETE Q / - 6eq DRIVEWAY + ao • MASTELLER, MOLER & TA YLOR INC. CERTIFICATE OF. AUTHORIZATION L.B. 4644 1g e �'F / Q c �? a. 1655 27TH STREET, SUITE Z VERO BEACH, FLORIDA 32960 \\ PHONE (772) 564-8050 FAX (772) 794=0647 ti69q �� / / EL o ¢ / �< lip* cp • THIS SURVEY AND REPORT IS NOT VALID. WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OFA ��++�t �+, �� 9h til' oo / �1 1. �v ��y� FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR .DELETIONS TO THE SURVEY MAP AND/OR REPORT Q V OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF yLop s� �Cs '� ";<. � �1 °� / �1°ry1,`�� �`� �'9 ti1b� � W a 2 THE SIGNING PARTY OR PARTIES w 4 •s c Am • HORIZONTAL CONTROL ACCURACY' THE , EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR; SURVEYING '(5J-17, FLORIDA ADMINISTRATIVE CODE) IS� $1"� ��� 5 + / COMMERCIAL/HIGH RISK. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL tib 1 SURVEY IS 1 FOOT IN 10000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OFA 10 -� CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS- g 1 REQUIREMENT. 6 +1 • HORIZONTAL FEATURE ACCURACY TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALco VES, MAILBOXES, �k / ? sus eti �� '� °`µ''f / a \ E1� \ j!) 1 hOh POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF 7 / j 6 '� hq �o e tib' �ba1 oOOO �� �k PLUS OR MINUS 0.25 FEET. 6• `��.,�$�- �s ti log '�� $� • VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE q / /!,� / `� ° / PS�6"13 o 1` ti\ = y TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF. THE,DISTANCE IN MILES. 8 // �° .PRM�� ,y ,y'` �ti1'� $ \\� y�16+g • ELEVATIONS OF WELL-IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO ,_. k121 /1/ / AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. 1°q1' �?% k � /4 .rte--t_ ::•!wt Q� � y� `L / �-j ���+ •y1 `� k`j \ `Lgb •.DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 11-8-16 til f��• 9ti s, ` ��. !tet k- ,g '�- - ry1 • �9y hhg\\ . _ �,�. • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: 30 9 rQ.. 5 l' ,�1 71N -..,'�, c � • N B A GRID NORTH; 6 / �s ;r;; �! �3 04" �•:;•... ti9' B) SOUTHWEST R/W LINE OF JACKSON ST.; 10 / E�,�' 3 0• +p '�` \ . R e C) THE BEARING BEING N64 46 48 E. y. _L�\ tib + • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP WERE FURNISHED .yob4 s1N 'L `j ��\ TO THIS SURVEYOR EXCEPT AS PROVIDED IN TITLE COMMITMENT #5122553 PREPARED BY FIDELITY TITLE \ / j �•„� bti j % .$� '� sl" -}-^� '~' v'd, gQ� "� 2� 1 `1 INSURANCE COMPANY AND DATED JANUARY 22, 2015.. NO TITLE OPINION IS EXPRESSED OR IMPLIED. �� tih / ,•w Nz js + pro 'y19` yg9 0 t 4ve 5 ,g v 61N • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. �/ 2g s + (� jY Q•� *l - q9 +3� `" * ` ,oti� �� » » 'ho 10 O ti1q` �� i� 01 •THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE X PER FLOOD INSURANCE RA TF MAP / tik' tia' 1� `� 6 -} 12061 CO103 H DATED DECEMBER 4TH, 2012. tip° / �\ 3� s,N `�� V1 $ $1 ti + o, '� ti1� ti \\\ lb e W -}- / x � k •h 0 ° •' ET IRC • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED .VALUES ARE THE SAME. tip' , o / / �-� ,ye`� 1 +,`' h+ + = LB\14644 / tIE 1.1 + + • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE / / RM PL`' ti c� . pR��pat t� JOIN ti + ++�� '� STANDARDS OF THE UNITED STATES. / .PS 2�3" 36� 1� JOIN z`� k yob o� ryg6 � � � � ,000+� til' 1�'\` \ +�� g � � m 5 s + o Ta. + •y oy �9h + OSE F m rb u , '9' + + h ' 1- q p •THIS MAP IS INTENDED TO BE DISPLAYED AT A'SCALE OF 1 =40 OR SMALLER. -}pR����� + \ \\ \ +,�e�1ti� +,! otih,lghh�'lb + 1k q'L 20.2 r�1' GIL , " , +ry O� �• +`l`h +�16 �qg 43 h°O +y0 �1q+\ ::. tileh tih9 �1�$O p t + e°� `-f S25'1312 E 40.00 - •� Y \ 1 + + o ti go '4j �� c� � � 12TH 11 `L`' 'Lh tih' + 1- til' � C9 h �• 3k tiond Cc 10P33 �0 �g t3lN 51N 15fN sr oG \ \ kh Z %! ti d We Wetlond 32 VVV k h O W k ! �weiloo �_ -->9 �` O A• S a 'L q ,`J Teo \\ 1 a O 0. 0 Wet,gnd 31 0 h y- h ��• �5 g gh g� O 2 +`� ti0 0 » -{ CM SET °k �d / "\ etto^d 3 Y a� �d 25 �o�d 2 .e1�oPa \ 15TH ��, +`y h �1� ak ,�1' �`jRi. N� h �g ,�1' ry1. 1q1 \ ~ U Q OZ + ++,0 PhRM PI+S 5243 L �e�t� g �, • v1eUa `�e� �- 10 �k -�- +� - ESS 15EM 95 g -{- tia� Q cn ! .• + d i o Wetton 21 is 15TH ti -1- �R EP , , Wetlond 28 /t' 4 -�- � s �"`�\ IV 2��j pG, t q 1 �: s 0� 04 \ O Q � W +� o ,g� ` t1� o' and 36 +�g 6 ,y\ �d 2'"9vv/ `L �e + +�� r1 9'1J +N�,vrm Ergo 8-�- \I 7 O L3i1 Ct -� land 37 �etto� lte�o ! s p n• `6 k0� 10y bb p. ?9.04 +r,�j-CM SET Q z h ` Wetland 19 ad + 0 R• �h,� yam, PRM PLS 5243» W q O + 11 `� 6 `�1 ,+ ro 29.03 �C O ttt / \ + ,1 �+ + S6446'48"W 44.77'- o abs 21N "„s �$ �e21 �� �goO y%` 6 hCO + O+ y 121N 28.82 ti$ �h9 �T tri �C` + `61 +1 0 +11 1212TH 28.SSq Ok Wettand�t8 LEGAL DESCRIPTION - PROPOSED LOT 1 + BEGINNING AT THE SOUTHWEST CORNER OF LOT 10, BLOCK 9, ACCORDING TO THE AMENDED +� �'9i j-� +�s1 +end'' 1,+ tiny 88$ PLAT OF OCEAN BREEZE HEIGHTS AS RECORDED IN PLAT BOOK 2, PAGE 7 OF THE PUBUC -9j. bo h WETLANDSBY �. ti 1aJ" q + 628'87 'x<29.1 • , " ? \ ,b• IDENTIFIER BY OTHERS ,��. 1 2rN tib ./� �28 E6 X'29.os � ti co � � RECORDS OF INDIAN RIVER COUNTY, FLORIDA, THENCE NORTH 644648 EAST ALONG THE + rhO `�2 + tih JOIN 6q X?9oa .L� NORTHERLY RIGHT OF WAY UNE OF DAMS STREET, A DISTANCE OF 245.95 FEET TO THE 12rN 18TH EASTERLY UNE OF LOT 14 OF SAID BLOCK 9; THENCE NORTH 25'13'12" WEST ALONG SAID \ 0•A 9,66 C �6 CM SET ?89p G \ EASTERLY UNE, �° ? '� k0' V- "PRM PLS 5243» •� A DISTANCE OF 125.00 FEET TO THE POINT OF BEGINNING, THENCE SOUTH 1jrWetrand i6+ `L' �Q� 64'46'48" WEST, A DISTANCE OF 169.23 FEET; THENCE NORTH 25'13'12' WEST, A DISTANCE ??� + +-�-� ,o o `fit N + s�N� �Ro �� \ THENCE SOUTH 64'4648" WEST A DISTANCE OF 44.77 FEET; THENCE +!s 60 oy h c� BE OF 315.00 FEET, •� kg. � ti 10 NORTH 2573'12" WEST, A DISTANCE OF 140.00 FEET TO THE SOUTHERLY RIGHT OF WAY UNE OF JACKSON STREET; THENCE NORTH 64'4645' EAST ALONG SAID SOUTHERLY UNE, A !s0. ' ha\ �' +� + `s \ �y t-4 d- DISTANCE OF 300.00 FEET TO THE WESTERLY RIGHT OF WAY UNE OF U.S HIGHWAY N0. 1; e - ti d- THENCE SOUTH 36'40'44" EAST ALONG SAID WESTERLY RIGHT OF WAY UNE, A DISTANCE OF �+'A + wetland 15 N '7 We 18TH rn 336.71 FEET TO AN INTERSECTION WITH THE SOUTHERLY UNE OF ABANDONED MADISON n 7REET; THENCE SOUTH 64'46'48" WEST ALONG SAID SOUTHERLY UNE, A DISTANCE OF +�1 oo ,A, +� she S t z �- 0 � pd 121N 1.121N 18TH N p 152.90 FEET TO THE EASTERLY UNE OF LOT 12 OF SAID BLOCK 9; THENCE SOUTH �s ,h' '`�1'G'" 1 v+etta �.`' , 2rN s,N 61N o -� 1. 61N X 27.6 Q m _ 2573'12" EAST ALONG SAID EASTERLY UNE, A DISTANCE OF 125.00 FEET TO THE POINT OF ,� j• 1�e \ -l- 121N / 121" o. /' BEGINNING. �+ � 6e + -}- . ,3 ti •� o ; r, s ` +1 -f -10 5 g �O'� ,tlettond 12TH J2JN 27.0 X 27.8 / j.1 cc .. c CONTAINING )22 685.35 SQUARE FEET OR 2.8165 ACRES, MORE OR LESS + 12rN X O o " o �1"T sib 26. k 66 N C 52~ L(u M? y 0+�1 NSP '1q*6tto�d ,2 X 24.6 ryhk? S IN 27.0 27.y0� 69• •j MPRM P1.5 Q� e � N 2 0�0 � +1q id ¢IN� 66TH tib M (0 - ?> O �g 24.2X 26'h+ 26 +?, sr a'� b \ °+ ?� ,. • . +, d A, h r v YdeBon `� 23.8 i N q4D 26.4 Lm ty ` n �� ABBREVIATIONS AND SYMBOLS + ?` 10 + ' ^ + -O t M a •� � F 1 a G 2 e / � •� U? '• 69 + O� eioc nPRM P , 23.8 X �h� Chi LB LICENSED BUSINESS .e$�� N0. NUMBER OAK GS SANITARY MANHOLE �- SIGN Y� + ` �' k' 1N� `O R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT PINE G DRAINAGE MANHOLE LIGHT POLE P.U.D.E. PUBLIC U7ILITY AND DRAINAGE EASEMENT �"^ +1q 1RIC� +FD. FOUND�,, Wetland 9 �1 O.R.B. OFFICIAL RECORD BOOK PALM OOH ® MAIL OR PAPER BOX �� �, 19 7 !� �( ,����(�T i �+�j► P.R.M. PERMANENT REFERENCE MONUMENT HYDRANT COMMUNICATIONS BOX O P.C.P. PERMANENT CONTROL POINT SHRUB avv O CABLE N BOX ! `sS- + + + ��������� BM BENCHMARK MAPLE Da WATER VALVE ���• � >t++ FO9111 +�$' s ��� %' Y F.F. FINISH FLOOR � � POWER POLE � l ELEV. ELEVATION WATER METER, + tea"a N� �o� R RADIUS CITRUS �a ELECTRIC BOX CERTIFIED TO F,c•G' ��° '� CLEANOUT L DELTA UNDERGROUND U77LI71ES SIGN o e� `' + L LENGTH ELM ® CATCH BASIN 1) PREFERRED DEVELOPMENT SERVICES, LLC ��? - ,Q !y +��' Tae 1 ' M / ♦�� I.D. IDENTIFICATION ® CURB INLET + 9/� �1' nett nd CM s�yzA� kti Yy / / DATE SEC. SECTION 0 MONITORING WELL 2} KEEN ENGINEERING INC J- 1 + o TwP. TOWNSHIP ' MISC. TREE ram sv 3 FIDELITY NATIONAL TITLE INSURANCE COMPANY '9 s r R } j- � Wetland 6 M P� SANITARY VALVE -� P g� 01/28/2016 RHE. RANGE REUSE WATER VALVE ?s {- . &O?, +� 9�j' ?� �tv� � SCALE CH. CHORD BLOW-OFF IRv CHB. CHORD BEARING IRRIGATION VALVE TO TELEPHONE MANHOLE ��''F++ ti Q�� �A�' �� 1 »=40' (C) CALCULATED © ® PULL BOX ® POST WOOD OR STEEL + '�' �' �*� +tea �titi / / (M) MEASURED YARD DRAIN .-.� SHEET NO. Wetland 5 '° (P) PLAT cv GAS VALVE PROPOSED DRAINAGE a CONCRETE POWER POLE -�- N6A• 1 OF 1 (D) DEED FIRE DEPARTMENT �� !s �� ' o a k �° IR 112" IRON ROD P sEen®K SEP71C TANK CONNECTION EE TRANSFORMER PAD BENCHMARK NOTE: �� 9+ p ,8� e��o° s O Ik FILE N0. IRC 1/2" IRON ROD AND CA THEELEV,42YONSAS'SHOWNONTHISSURYEYAREB,4SEOONTHL'NORTHAMERICAN �`� @+ + �,N►' y2' �,��e / 6251-plat � STOP LIGHT BACK FLOW PREVENTER IP 3/4" IRON PIPE VERTICAL DATUMOF1988. THEPR 4L4RYBENCHAfARKUTILIZEDFORTHISSURVEYIS �� RM P� 1qe POI OF / DRAWN BY EP EDGE OF PAVEMENT Opti REUSE WATER METER �' SPRINKLER HEAD �� •P etland P.R.D. PLANNED RESIDEN71AL DEVELOPMENT USC& GSMONUMENTZ--200 ELEVATION21.85. SITEBENCHAUR"AREASSHON'N. `'o- + N.D. NAIL & DISK TILE SURFACE CONCRETE SURFACE ��- e��a'a? �+ BEGINNING DMT A/C AIR COND17IONING PAD ® f•, PIE SWIMMING POOL EQUIPMENT PAD ,�o° � APPROVED BY P.L.S. PROFESSIONAL LICENSED SURVEYOR BRICK PAVER SURFACE + ,9k+�"t�o�y� -} / / DMT P.S.M. PROFESSIONAL SURVEYOR & MAPPER \ R.L.S. REGISTERED LAND SURVEYOR \ DRAWING NAME ' / 6251-plot. d wq GENERAL NOTES 1. THE CONTRACTOR SHALL NOTIFY THE OWNER (772) 794-7827 AND ENGINEER (772) 567-5300 A MINIMUM OF (48) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH 62-555.314, FA.C.: THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" MOST CURRENT EDITION, AND (LOCAL AGENCY) DESIGN STANDARDS, AS APPLICABLE. 3. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. 5. ALL BACKFILL OVER PIPES UNDER PLANNED PAVEMENT AREAS SHALL BE COMPACTED PER F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125.8.3., TO 98% OF THE MAXIMUM DENSITY PER AASHTO T-180. 6. LOCATION OF EXISTING UTILITIES DEPICTED ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION AND VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN, IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES, AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND ENGINEER OF ANY DAMAGE DURING HIS CONSTRUCTION EFFORTS, AND REPLACE OR REPAIR DAMAGE TO THE SATISFACTION OF THE UTILITY COMPANY, AT NO ADDITIONAL COST TO THE OWNER. 7. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER, AND ENGINEER OF RECORD. 8. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORK BY THE OWNER, PERMITTING AGENCIES, OR ENGINEER OF RECORD SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND LAWS. 9. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. 10. OWNER SHALL PROVIDE SELECTED CONTRACTOR WITH COPIES OF PERMITS RECEIVED FOR THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NOT PROVIDED BY THE OWNER. 11. CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING WATER PLANT PIPING AND SHALL VERIFY LOCATION AND ELEVATION OF SAID FACILITIES PRIOR TO THE START OF CONSTRUCTION. ANY FACILITIES DISTURBED SHALL BE REPAIRED TO EQUAL OR BETTER THAN EXISTING CONDITIONS. 12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OR ENGINEER OF ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION OF SAID CHANGE OR DEVIATION. 13. POTABLE WATER SOURCE IS INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES (IRCDUS). 14. CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC PLAN. 15. CONTRACTOR SHALL NOT REMOVE ANY TREES FROM PROJECT SITE WITHOUT PRIOR AUTHORIZATION FROM PROJECT OWNER OR ENGINEER AND THE CITY OF SEBASTIAN. 16. THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY INSPECTIONS. 17. CONTRACTOR SHALL SOD ALL DISTURBED AREAS. HYDROSEED & MULCH MAY BE APPLIED IF APPROVED BY THE ENGINEER. 18. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES, TO INCLUDE THE USE OF TEMPORARY PIPING AND/OR SWALES. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A CLEAN AND ORDERLY MANNER DURING CONSTRUCTION. ALL TRASH AND DEBRIS IS TO BE REMOVED ON A DAILY BASIS, OR IN A REFUSE CONTAINER APPROVED BY THE LOCAL WASTE MANAGEMENT AUTHORITY, AND REGULAR REMOVAL IS TO BE SCHEDULED BY THE CONTRACTOR. 20. ALL PROPOSED MODIFICATIONS TO APPROVED PLANS SHALL BE SUBMITTED TO THE ENGINEER IN WRITING FOR CONSIDERATION. NO FIELD CHANGES OR DEVIATIONS FROM THE APPROVED DESIGN SHALL BE MADE WITHOUT PRIOR CONSULTATION WITH THE ENGINEER. 21. CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE AND BONDS REQUIRED BY THE OWNER FOR THIS PROJECT. 22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ANY PUBLIC LAND CORNER, GPS CONTROL POINT, OR OTHER SURVEY BENCHMARK WITHIN THE PROJECT LIMITS. ANY SURVEY BENCHMARK DAMAGED OR DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 23. CONTRACTOR SHALL NOTIFY THE ENGINEER AND GEODETIC INFORMATION CENTER OF ANY NGVD 1929 MONUMENT DISTURBED OR IN DANGER OF BEING DISTURBED IN THE PROJECT LIMITS: GEODETIC INFORMATION CENTER MARK MAINTENANCE SECTION ATTN: N/CG-162 6001 EXECUTIVE BLVD. ROCKVILLE, MD 20852 TELEPHONE: (301) 443-8319 24. CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF APPROVED CONSTRUCTION PLANS, SPECIFICATIONS, CONSTRUCTION PERMITS, AND ANY SPECIAL PROVISIONS. 25. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS. 27. CONTRACTOR SHALL ENSURE THAT ALL DENSITY TESTS ARE PERFORMED PER AASHTO T-180 METHOD. 28. THE DEWATERING OF ANY EXCAVATION AREAS AND THE DISPOSAL OF WATER SHALL BE IN STRICT ACCORDANCE WITH THE LATEST REVISION OF ALL LOCAL AND STATE GOVERNMENT RULES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAIN ANY REQUIRED DE -WATERING PERMIT FROM THE APPROPRIATE AGENCIES PRIOR TO COMMENCING DEWATERING OPERATIONS. 29. HOURS OF CONSTRUCTION LIMITATIONS: CONSTRUCTION ACTIVITIES WITHIN THE CITY LIMITS SHALL ONLY BE ALLOWED DURING THE HOURS OF 7:00 AM AND 7:00 PM, MONDAY THROUGH FRIDAY, AND 8:00 AM THROUGH 5:00 PM ON SATURDAY AND SUNDAY. PAVEMENT 1. STRIP THE PROPOSED CONSTRUCTION LIMITS, INCLUDING A MARGIN OF AT LEAST FIVE' BEYOND PAVEMENT EDGES, OF VEGETATION, ROOTS, RUBBLE AND OTHER DELETERIOUS MATERIALS. WE EXPECT AVERAGE CLEARING AND GRUBBING TO DEPTHS OF UP TO 6" TO 12" IN MOST AREAS OF THE ROADWAYS; HOWEVER AT SOME LOCATIONS, GRUBBING DEPTHS OF UP TO SEVERAL FEET MAY BE NECESSARY TO REMOVE LOCALIZED POCKETS OF ROOT MATS AND/OR LARGE STUMPS. THIS STRIPPED AND GRUBBED SURFACE SHOULD BE EXAMINED AND APPROVED BY THE ENGINEER BEFORE PLACEMENT OF SUBSEQUENT FILLS. ANY EXISTING COLLAPSIBLE OR LEAK PRONE UTILITIES SHOULD BE COMPLETELY REMOVED FROM PAVEMENT AREAS. 2. PROOF ROLL THE STRIPPED SURFACE WITH A VIBRATORY ROLLER WEIGHING AT LEAST 6 TONS UNDER THE SUPERVISION OF THE ENGINEER, TO LOCATE ANY UNFORESEEN SOFT AREAS OF UNSUITABLE SOILS, TO INCREASE THE DENSITY OF THE SHALLOW VERY LOOSE TO LOOSE FINE SAND SOILS, AND TO PREPARE THE EXCAVATED SURFACE FOR THE ADDITION OF THE FILL SOILS. EACH PASS SHOULD OVERLAP THE PROCEEDING PASS BY 30% TO INSURE COMPLETE COVERAGE. IF DEEMED NECESSARY, IN AREAS THAT CONTINUE TO YIELD, REMOVE ALL DELETERIOUS MATERIALS AS INDICATED BY ENGINEER PERSONNEL AND REPLACE WITH A CLEAN COMPACTED SAND BACKFILL. THE PROOF- ROLLING SHOULD OCCUR AFTER STRIPPING AND BEFORE FILLING. 3. CONTINUE COMPACTION EFFORTS UNTIL A SOIL DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557) IS ACHIEVED TO A DEPTH OF 12" BELOW THE STRIPPED SURFACE, INCLUDING THE FIVE FEET MARGIN. DEPENDING ON WEATHER CONDITIONS OR OTHER FACTORS, THE ADDITION OR DRAINAGE OF WATER MAY BE NECESSARY TO AID COMPACTION EFFORTS. ADDITIONAL PASSES AND/OR OVER -EXCAVATION AND RE -COMPACTION MAY BE NECESSARY IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED BY THE REQUIRED PROOF -ROLLING. 4. FILL TO SUBGRADE LEVEL USING CLEAN SANDS WITH LESS THAN 5% SOIL FINES PASSING THE NO. 200 SIEVE. STRUCTURAL FILL SHOULD BE FREE OF ANY ORGANICS OR OTHER DELETERIOUS MATERIAL. THE FILL SHOULD BE PLACED IN UNIFORM 12" LOOSE LIFTS AND COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTO T-180, ASTM D 1557). 5. THE OWNER RESERVES THE RIGHT TO REQUEST FROM THE CONTRACTOR ASPHALTIC CONCRETE SURFACE COURSE MIX CERTIFICATIONS TO ASSURE COMPLIANCE WITH F.D.O.T. SPECIFICATIONS. 6. IMPROPER DRAINAGE OF PAVED AREAS AND DRAINAGE SWALES WILL NOT BE ACCEPTED. ANY PONDING OR IMPROPERLY DRAINED AREAS WILL BE COMPLETELY STRIPPED OUT AND RE -GRADED OR RE -PAVED UNTIL ALL DEFECTIVE DRAINAGE IS CORRECTED, AT NO ADDITIONAL COST. 7. TRAFFIC CONTROL SIGNAGE SHALL BE ERECTED AND PAVEMENT MARKINGS SHALL BE PAINTED AS REQUIRED BY ORDINANCE AND THE GOVERNING AUTHORITY SPECIFICATIONS. ALL TRAFFIC PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY SHALL BE EXTRUDED ALKYD BASE THERMOPLASTIC. DRAINAGE & STRUCTURES 1. ALL STORM WATER PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP), CLASS III OR CORRUGATED ALUMINUM PIPE (CAP), RESPECTIVELY, AS NOTED ON THE PLANS, AND IN ACCORDANCE WITH THE SPECIFICATIONS OR APPROVED EQUAL. 2. BACKFILL OVER ANY STORM PIPE IS TO BE COMPACTED IN 6" LIFTS MAXIMUM WITH A MECHANICAL TAMPER OR OTHER MEANS ACCEPTABLE TO THE OWNER AND/OR ENGINEER. UNSUITABLY SIZED STONES (REFERENCE AWWA SPECIFICATIONS) SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF SIX INCHES BELOW THE BOTTOM OF THE PIPE. COMPACTION SHALL BE TO 95% MODIFIED PROCTOR (98% UNDER EXISTING OR PROPOSED PAVING) IN ACCORDANCE WITH AASHTO T-180. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH COMPACTION TEST RESULTS AT 200' INTERVALS AT HIS EXPENSE. 3. INLETS SHALL BE PRE -CAST IN CONFORMANCE WITH F.D.O.T. STANDARD SPECIFICATIONS WITH 28 DAY 4000 PSI CONCRETE. 4. ADJUSTMENT OF INLET AND MANHOLE TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. NO CLAIM SHALL BE MADE AGAINST THE OWNER AND/OR ENGINEER IN THE EVENT ADJUSTMENTS ARE NECESSARY. 5. ALL CORRUGATED ALUMINUM PIPE (CAP) SHALL BE SPIRAL RIBBED WITH A MANNING'S "n"=0.012. 6. ALL POND & SWALE SLOPES OF 5:1 OR GREATER WILL BE SODDED. UTILITIES 1. ALL POTABLE & RAW WATER PIPING, JOINTING, AND PACKING MATERIALS, INTERNAL COATING AND LININGS, FITTINGS, AND APPURTENANCES USED IN THIS PROJECT SHALL BE IN CONFORMANCE WITH THE CORRESPONDING AWWA STANDARDS AND NSF REQUIREMENTS AS APPLICABLE. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CONTRACT DOCUMENTS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR ALL SEWER AND WATER APPURTENANCES PRIOR TO FABRICATION. 3. ALL PIPE AND FITTINGS AS WELL AS SOLDER AND FLUX INSTALLED OR USED IN THE CONSTRUCTION OF THIS PROJECT ARE TO COMPLY WITH 62-555.322 F.A.C. WITH REGARD TO LEAD. 4. ALL PVC PIPE 4" - 12" DIAMETER FOR POTABLE WATER MAINS SHALL BE THICKNESS CLASS DR -18 MEETING AWWA C900 AND SHALL BE BLUE OR APPROVED EQUAL. RAW WATER PIPE SHALL BE WHITE WITH BLUE LONGITUDINAL STRIPING AND MARKED "RAW WATER." 5. ALL PVC PIPE 3" OR SMALLER FOR WATER MAINS SHALL BE THICKNESS CLASS SDR -21 MEETING ASTM D2241 AND SHALL BE BLUE OR APPROVED EQUAL. 6. ALL DIP FOR WATER MAINS SHALL BE PRESSURE CLASS 350 MEETING AWWA C150. 7. ALL PVC PIPE FOR GRAVITY SEWER MAINS SHALL BE SDR -35 MEETING ASTM C-76 AND SHALL BE GREEN OR APPROVED EQUAL. 8. ALL PVC PIPE FOR SEWAGE FORCE MAIN SHALL BE AWWA C-900 DR -18 AND SHALL BE GREEN OR APPROVED EQUAL. 9. ALL PE PIPE 4" THROUGH 63" DIAMETER SHALL BE AWWA C906, PE -3408, DR -11 OR APPROVED EQUAL. POTABLE & RAW WATER PE PIPE SHALL CONFORM TO AND BEAR THE MARKINGS OF NSF STANDARD 61. PE PIPE SHALL HAVE A COLOR -CODED LONGITUDINAL STRIPE AS FOLLOWS: BLUE FOR POTABLE WATER; WHITE FOR RAW WATER; PURPLE FOR REUSE WATER, AND GREEN FOR WASTEWATER. 10. BENDS SHALL BE INSTALLED ON WATER MAINS AS NECESSARY TO AVOID CONFLICT WITH PROPOSED OR EXISTING STRUCTURES AT NO ADDITIONAL COST TO OWNER. 11. WATER MAIN AND FORCE MAINS SHALL BE INSTALLED WITH 36" MINIMUM COVER AND SHALL BE CONSTRUCTED SO AS TO AVOID EXISTING AND KNOWN FUTURE UTILITY LOCATIONS. 12. THE BACKFILL OVER ANY WATER MAIN, FORCE MAIN AND SANITARY SEWER IS TO BE COMPACTED IN 6" LIFTS MAXIMUM WITH A MECHANICAL TAMPER OR OTHER MEANS ACCEPTABLE TO THE OWNER AND/OR ENGINEER. UNSUITABLY SIZED STONES (REFERENCE AWWA SPECIFICATIONS) SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF SIX INCHES BELOW THE BOTTOM OF THE PIPE. COMPACTION SHALL BE TO 98% MODIFIED PROCTOR IN ACCORDANCE WITH AASHTO T-180. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH COMPACTION TEST RESULTS AT 200' INTERVALS AT HIS EXPENSE. 13- ALL PRESSURE AND BACTERIOLOGICAL TESTING FOR WATER MAINS, TV/INFILTRATION TESTS FOR GRAVITY SEWER AND PRESSURE TEST FOR FORCE MAINS, SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND COORDINATED WITH THE OWNER AND ENGINEER. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL TEST RESULTS. 14. MAGNETIC IDENTIFICATION TAPE SHALL BE INSTALLED OVER ALL PVC WATER MAINS AND SEWAGE FORCE MAINS. 15. THE OWNER WILL PROVIDE THE CONTRACTOR WITH A BASELINE AND A BENCHMARK FOR THE CONTRACTOR'S USE IN CONSTRUCTING THE SANITARY SEWER AND POTABLE WATER SYSTEM. THE CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY ADDITIONAL SURVEY WORK SUCH AS GRADE STAKES, OFF -SET STAKES AND CUT SHEETS. 16. CONTRACTOR SHALL OBTAIN A COPY OF THE F.D.E.P. WATER PERMITS AND PERFORM SAMPLING & TESTING IN CONFORMANCE WITH THE PERMIT CONDITIONS. 17. WATER MAINS AND FORCE MAIN SHALL BE FLUSHED AT A MINIMUM VELOCITY OF 2.5 FPS PRIOR TO PRESSURE TESTING AND DISINFECTION. 18. THE CONTRACTOR SHALL DISINFECT THE NEW WATER SYSTEM IN CONFORMANCE WITH AWWA C651, C652, AND C653 AS APPLICABLE, EXCEPT THAT BACTERIOLOGICAL EVALUATIONS TO VERIFY PROPER DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WITH 62-555.340 FAC. THE CONTRACTOR SHALL HAVE WATER SAMPLES TESTED AT HIS EXPENSE, WHICH SAMPLES SHALL BE PROVIDED TO THE ENGINEER TO ASSURE OBTAINMENT OF REQUIRED CHLORINE RESIDUALS. FOLLOWING SATISFACTORY CHLORINATION, THE SYSTEM SHALL BE FLUSHED TO ACHIEVE NORMAL CHLORINE RESIDUALS. BACTERIOLOGICAL SAMPLES SHALL BE TAKEN ON TWO (2) CONSECUTIVE DAYS, AT THE CONTRACTOR'S EXPENSE, AND RESULTS SHALL BE PROVIDED TO THE ENGINEER. IF THE SYSTEM PRESSURE DROPS FOLLOWING (2) SUCCESSFUL DISINFECTIONS, THE WATER SYSTEM SHALL BE SUBJECT TO RE -TESTING. TESTING LOCATIONS SHALL BE PER FDEP PERMIT REQUIREMENTS. 19. WATER SYSTEM PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVE, FOR TWO (2) HOURS IN DURATION OR AS ACCEPTABLE TO THE UTILITY OWNER, AT AN AVERAGE PRESSURE OF 150 PSI. ALLOWABLE LEAKAGE WILL BE COMPUTED BASED ON AWWA C605 FOR PVC PIPE AND AWWA C600 FOR DIP AS FOLLOWS: L = NDP 1/2 WHERE: L = LEAKAGE ALLOWABLE (GPH) 7,400 N = NUMBER OF PIPE JOINTS D = NOMINAL PIPE DIAMETER (INCHES) P = AVERAGE TEST PRESSURE (PSI, GAUGE) 20. PRESSURE TESTING OF PE PIPE SHALL COMPLY WITH AWWA MANUAL M55, ASTM F 2164, AND PLASTIC PIPE INSTITUTE (PPI) HANDBOOK OF POLYETHYLENE PIPE. PE PIPE SHALL BE TESTED AFTER INSTALLATION (i.e.: DIRECTIONAL BORE); ZERO LEAKAGE WILL BE ALLOWED. 25. FORCE MAINS (SANITARY SEWER & RECLAIMED) SHALL BE PRESSURE TESTED THE SAME AS WATER MAINS, EXCEPT THAT TEST PRESSURE SHALL AVERAGE NO LESS THAN 100 PSI. 26. USE POTABLE WATER FOR PRESSURE TESTS. 27. ALL POTABLE WATER MAINS SHALL BE CONSTRUCTED OF P.V.C. PIPE UNLESS NOTED OTHERWISE. 28. GRAVITY SEWER AND MANHOLES SHALL BE CLEANED OF ALL DEBRIS, GRIT AND OTHER MATERIALS FOLLOWING COMPLETION OF THE SYSTEM. THE SYSTEM SHALL BE TESTED BY THE CONTRACTOR, AT HIS EXPENSE, IN THE PRESENCE OF THE ENGINEER, FOR INFILTRATION. INFILTRATION SHALL NOT EXCEED 50 GALLONS/DAY/INCH DIAMETER/MILE. TELEVISION TESTING FOR ALL GRAVITY SEWERS SHALL ALSO BE REQUIRED. 29, ADJUSTMENT OF MANHOLE TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S UNIT PRICE AND NO CLAIM SHALL BE MADE AGAINST THE ENGINEER AND/OR OWNER FOR THESE ADJUSTMENTS, IF REQUIRED. 30. LATERALS AND CLEANOUTS SHALL BE INSTALLED AS REQUIRED BYAPPLICABLE PLUMBING CODES. 31. THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES OF AS -CONSTRUCTED INFORMATION SHOWING THE CONSTRUCTED LOCATION OF ALL MAINS, FITTINGS, VALVES, LATERALS (AT THE MAIN AND TERMINAL POINT), MANHOLES AND OTHER WATER AND SEWER APPURTENANCES. THE FORMAT SHALL BE APPROVED BY THE OWNER PRIOR TO SUBMISSION. FIRE MAIN FIRE MAINS, IF DEPICTED, ARE SHOWN FOR HORIZONTAL LOCATION ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN AND CONSTRUCTION OF THE FIRE MAIN SYSTEM ON THE BUILDING SIDE OF THE DOUBLE -DETECTOR CHECK VALVE(S) BY A LICENSED FLORIDA FIRE MAIN DESIGNER AND CONTRACTOR, RESPECTIVELY. MATERIALS AND INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES. 4. II/q116 REVISED PER SEBASTIAN COMMENT LETTER OF 10,/28./16 SH./EHM= M MASTELLER &MOLER,INC. 3. 7/25/16 REVISED BLOC A TO MEDICAL & SEBASTIAN COMMENTS SH/EHM z 2. 7/8/16 REVISED PROJECT NAME & PER SJRWMD COMMENTS SH/JB M COO GJQ� I. 7/7/16 REVISED PER IRC UTILITY DEPT. MARKUPS SH/EHM 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 NO. DATE bESCRIPTION DR/APP (772) 567-5300 / FAX (772) 784-1106 NTS E VI�ION� ------- TELE--------- CERTIFICATE OF AUTHORIZATION NUMBER 4204 FDEP SEPARATION NOTES FROM 62-555.314, FAC: (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE 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. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING'ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, 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. " (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEINER MANHOLES. (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE. (B) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY SENSIBLE), THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THIS REQUIREMENT (I.E., THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFLICT MANHOLES), BUT SUPPLIERS OF WATER OR PERSONS PROPOSING TO CONSTRUCT CONFLICT MANHOLES MUST FIRST OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN ACCORDANCE WITH PART V OF THIS CHAPTER AND MUST PROVIDE IN THE PRELIMINARY DESIGN REPORT OR DRAWINGS, SPECIFICATIONS, AND DESIGN DATA ACCOMPANYING THEIR PERMIT APPLICATION THE FOLLOWING INFORMATION: 1. TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFLICT MANHOLE. 2. A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE. 3. ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB -SUBPARAGRAPHS A THROUGH D BELOW. A. EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SETTLING BETWEEN THE MAIN AND THE MANHOLE. B. WITHIN EACH CONFLICT MANHOLE, THE WATER MAIN PASSING THROUGH THE MANHOLE SHALL BE INSTALLED IN A WATERTIGHT CASING PIPE HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25 -INCH -THICK DUCTILE IRON PIPE). C. EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED, TO ALLOW FOR EASY CLEANING OF THE MANHOLE. D. GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE. (4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AT LEAST THREE FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. (5) IN THE EVENT THAT FDEP AND LOCAL UTILITY STANDARDS CONFLICT, THE MORE STRINGENT STANDARD SHALL APPLY. Cali 48 hours before you diq in Florida It's the Lovl DIAL Oil BEFORE YOU DIC Sunshine State One Call or Florida, Inc. CONSTRUCTION NOTES O T E T @ E' I7A UE3@E3CITY OF SEBASMAN #1 FLORIDA True to all documents vhrch bear the copyright of Masteller & Moler, Inc. is vested solely n Masteller & Moler, Inc. These documents are provided to the ovner solely in connection vrth this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly prohibited vrthout consent of Mosteller & Moler, Inc. pursuant to the Federal Copyright Lay. ©2016, MASTELLER & MOLE -R, INC. LEGEND DESCRIPTION BLOCK NUMBER BUILDING OR STRUCTURE CENTERLINE HEAD WALL CURB CUT AND PATCH EASMENT LINE FENCE (AS INDICATED) LOT LINE LOT NUMBER PHASE LINE PROPERTY LINE RAILROAD TRACKS RIGHT-OF-WAY LINE SIGN (POST MOUNTED) TRAFFIC FLOW ARROW ASPHALT DRIVE GRAVEL DRIVE CONCRETE DRIVE EDGE OF PAVEMENT MAILBOX/NEWSPAPER BOX TREE BENCH MARK CONCRETE FLUME CONCRETE MITER END CONTOURS CURB INLET DRAINAGE FLOW ARROW FINISH FLOOR INLET SAND CEMENT RIP -RAP SOIL BORING LOCATION AND NUMBER SPOT ELEVATION STORM DRAIN PIPE STORM MANHOLE STRUCTURE NUMBER SWALE BASIN DIVIDE SILT FENCE CLEAN OUT UNDERDRAIN DITCH BLOCK PLUG, BLOW -OFF & TERMINAL RESTRAINTS REDUCER FIRE HYDRANT W/ GATE VALVE VALVE BOX, HYDRANT TEE & RESTRAINTS GATE VALVE & BOX WATERMAIN W/ 3' COVER TYPICAL 1"0 SERVICE LATERAL W/ METER BOX 1-1/2"0 SERVICE LATERAL W/ (2) METER BOXES RESTRAINED JOINT TEE RESTRAINED BEND TELEPHONE JUNCTION BOX TELEPHONE LINE UNDERGROUND ELECTRIC LINE OVERHEAD WIRE LIGHT POLE WATER WELL POWER POLE GUY WIRE TV CABLE BOX GAS MAIN UNDERGROUND CABLE TV EXISTING PROPOSED 4- 4 - ii K - x x - 2 O2 h II H II I! II o -v- => -1111o. AD GD CD O DRAWN --------- D --------- ---------i i--------- I I .r t0. Eoaq t�a� 9 ^` �R" °?, � DESIGNED -----WM-(6"0)-----WM-(6.0>-- Fes' Y _20- 20 -E!1 T E!1 wil F.F.=20.00 F.F.=20.00 *2 +2 0 b bry S-1 S-1 ----------------- DRAWN --------- D --------- ---------i i--------- I I .r t0. Eoaq t�a� 9 ^` �R" °?, � DESIGNED -----WM-(6"0)-----WM-(6.0>-- Fes' Y --------- T --------- T ------------- T I ® DATE 1/16 5i& SCALE NTS .or,gr�r�i.� ,; ------- TELE--------- TELE -------ELEC--------- ELEC -------OH--------- OH E- CIL -------GAS ------- GAS ------- CAN ------- CAN d�� DRAWN SH .r t0. Eoaq t�a� 9 ^` �R" °?, � DESIGNED SH Fes' Y A 6 e2 CHECKED EHM ® DATE 1/16 5i& SCALE NTS .or,gr�r�i.� ,; SHEET 2 OF 12 z. EARL H. MAST ELLE R;- P. E. F L# 2 6 6 5 8 PRoJECT No.: 1549 0. 5. For additional information see Section 104 u r �'r - . of the Standard Specifications. 3. 7/25/16 . STAKED TURBIDITY BARRIER 2. 7/8/16 NPDES NOTES EROSION CONTROL NOTES STORMWATER POLLUTION PREVENTION PLAN NOTICE TO CONTRACTORS: 1. CONTRACTOR SHALL OBTAIN FDEP NPDES (NOI) PERMIT. PROOF OF NOI Nature of Construction Activity: CONSTRUCT COMMERCIAL BUILDINGS, THIS PROJECT IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE SHALL BE PROVIDED TO ENGINEER PRIOR TO PRE -CONSTRUCTION MEETING. PAVEMENT, UTILITIES, AND DRY RETENTION STORMWATER PONDS NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) AS 2• CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL USING BEST .. .... . .. . . , :..,... ...... .......: ADMINISTERED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH Sequence of Construction Events: (FDEP). TIME AS THE PROJECT HAS BEEN CERTIFIED AS COMPLETE. oacA L � .. ................: ............ .. ... .. .... ... ................ _ _.... _ . . _ _ 1. Install silt fence and other erosion control devices. THE CONTRACTOR SHALL THEREFORE COMPLY WITH THE REQUIREMENTS OF 3. ATTENTION IS DIRECTED TO THE FACT THAT BMP's ARE 2. Clear and grub site. FDEP'S "GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND PERFORMANCE-BASED. IN THE EVENT THAT INSTALLED BMP's FAIL TO 3. Rough grading. SMALL CONSTRUCTION ACTIVITIES" PER FDEP DOCUMENT NUMBER 62-621.300(4) CONTROL EROSION AND/OR STORM - WATER POLLUTION ADDITIONAL BMP's 4. Construct stormwater management system. (A). IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAINTAIN BMP'S AT MAY BE REQUIRED. THE SITE IN ACCORDANCE WITH THE CONDITIONS OF THE "GENERIC PERMIT". THE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR NPDES PERMITTING, WSPECTION, 5.'Construct underground utilities. CONTRACTOR SHALL BE CONSIDERED TO BE THE "OPERATOR" AS DEFINED REPORTING, AND COMPLIANCE. 6. Construct paved areas and buildin s g HEREIN. 7. Final grading/landscaping . �� � poailTre means ai d 1� ed o limit d ecF veAlcv ��Draaast 5. THE CONTRACTOR SHALL SOD ALL OPEN SPACE AREAS TO BE GRASSED ... THE OPERATOR IS DEFINED AS: THE LEGAL ENTITY THAT OWNS OR OPERATES THE IMMEDIATELY FOLLOWING FINAL GRADING AND COMPLETION OF ALL Total Area of the Site: 2.81 acres CONSTRUCTION ACTIVITY AND THAT HAS THE AUTHORITY TO CONTROL THOSE UNDERGROUND UTILITIES. HYDROSEED & MULCH MAY BE APPLIED IF .. ACTIVITIES AT THE PROJECT NECESSARY TO ENSURE COMPLIANCE WITH THE APPROVED BY THE ENGINEER. Area to be Disturbed: 2.81 acres TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR'S RESPONSIBILITIES ARE 6. SILT FENCE SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION. - AS A MINIMUM AS FOLLOWS: 7. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED Soil Description: St. Lucie Sand 1. PREPARE STORMWATER POLLUTION PREVENTION PLAN AND MAINTAIN THE IMMEDIATELY IF DAMAGED. Satellite Fine Sand SITE IN ACCORDANCE WITH THAT PLAN. 8. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE SODDED - .. ... "'t ., .. ......1,'Y ..... ON COMPLETION OF FINAL GRADING. Drainage Area Size: 2.81 acres 2. FILE A "NOTICE OF INTENT", (DEP FORM 62-621.300(4) (D), INCLUDING 9• ALL INLETS SHALL BE PROTECTED FROM COLLECTION OF ERODED MATERIALS . .... ... ... ,,, ....................c'� _.. ....... - .... ... .... �. APPLICABLE PERMIT PROCESSING FEES 48 HOURS PRIOR TO COMMENCEMENT OF „ BY IN ALLA ST TION OF TEMPORAR YF T IL ER FABRI A C NDlOR HAY BALE s. Best M n , a a ement Pr i g act cis BM Ps CONSTRUCTION. A COPY OF THE NOI OR A LETTER FROM THE FDEP CONFIRMING _ ... .......... ......... ... ....... .. ..._. o -_._.. ... $ - .,. :.. COVERAGE UNDER THE PERMIT SHALL BE POSTED ON SITE FOR PUBLIC VIEWING. 10. FLOATING TURBIDITY BARRIER S SHALL BE INSTALLED WITHIN ALL WATER .. ........ ... ... __. . .. ....... . . .... .. :. _:..... .... :.... . :. ..... �• ....:: .., .. _. - 4 BODIES DOWNSTREAM OF CONSTRUCTION ACTIVITIES WHERE TURBID Silt fence, Inlet protection. „ 3. PROVIDE A "QUALIFIED INSPECTOR TO PERFORM THE REQUIRED WATERS DISCHARGE MAY OCCUR. Construction sequence minimizes time for otential erosion ravel P ,9 INSPECTIONS IN ACCORDANCE WITH THE STATE OF FLORIDA GENERIC PERMIT 11. THE CONTRACTOR SHALL PROVIDE DUST CONTROL SUCH AS AN ONSITE entrance limits soil on adjacent aved roadwa s. p Y FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION WATER TRUCK. p e ACTIVITIES, DEP DOC # 62-621(4) (A). 5 T• edtme t hes n pFt sAould provide a rattnt an vofumt of 36Lri k 'feet/aCfe of S(1 dace orec dr afni to he off. Potential Pollutants: Portable toilet chemicals will be properly ..:" -.::- . ... - .: -..... - ....:. ::: . rrl LAND CLEARING AND ENVIRONMENTAL NOTES handled and disposed. 4. BEFORE CONDUCTING ANY PROJECT ACTIVITIES THE OPERATOR AND ALL ... ... ....... ...._ .i ............. ....... .. . . .... . ..... .. .. . ...... - .... ......... ... ........... .. ....... ......... .. .::: ...." SUBCONTRACTORS SHALL SIGN AND PROVIDE TO THE FLORIDA DEPARTMENT OF ALL DEVELOPMENT ACTIVITY SHALL COMPLY WITH THE CITY OF SEBASTIAN LAND W mad Wr t ' P s Tr n ENVIRONMENTAL PROTECTION, THE OWNER/DEVELOPER AND THE ENGINEER A DEVELOPMENT DE E - - CO S CTION 52 2 7.15. DEVELOPER/CONTRACTOR SHALL COMPLY Inspections: Site will be ins ected for erosion roblems dail and p P Y COPY OF THE FOLLOWING WITH ALL APPLICABLE PERFORMANCE CRITERIA IN ARTICLE XI GOVERNING: 1}NATIVE after each rainfall event greater than 0.5 inches. A rain gage shall be .. jI HABITAT PRESERVATION REF. SECTI - - - - - - ( ONS 54 3 11.1, 54 3 11.4, & 54 3 11.5}; 2) SOIL installed on site to monitor rainfall. "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY EROSION CONTROL AND SEDIMENTATION (REF. SECTION 54-3-11.2); 3)AQUIFER RECHARGE .. _ WITH THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT PROTECTION (REF. SECTION 54-3-11.3); FLOOD PREVENTION REF. SECTION 54-3-11.6• AND _._ I I FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION 4) PROTECTION OF NATIVE VEGETATION TO REMAIN (REF SECTION 54-3-11.5 1 ) W ACTIVITIES (FDEP DOC #62-621-.300(4) (A)) AND THE STORM WATER POLLUTION Contractor is responsible for installing additional erosion control PREVENTION PLAN." All PROTECTED TREES TO BE STAKED WITH ORANGE FENCING PRIOR TO LAND CLEARING. as necessary to meet State and Local requirements. - . , ..... ... FENCING TO REMAIN UNTIL CONSTRUCTION IS COMPLETE. (SEE LANDSCAPE PLAN FOR _ ':: ..6e be c/sonad hen alae � THE CERTIFICATION MUST INCLUDE THE NAME AND TITLE OF THE PERSON PROTECTED TREES TO REMAIN ....... :._ PROVIDING THE SIGNATURE; THE NAME, ADDRESS, AND TELEPHONE NUMBER OF _-._ a-•, ..++-":::>'S Operator/Responsible Authority: CONTRACTOR (T.B.D.) THE CONTACTING FIRM; AND THE DATE THE CERTIFICATION IS MADE. GRUBBING, TREE REMOVAL AND LAND CLEARING SHALL BE CONDUCTED UNDER ., ..... THE PROJECT'S ENVIRONMENTAL RESOURCE PERMIT AND THE CITY OF SEBASTIAN . 5. WITH IN 14 DAYS OF A DIFFERENT OPERATOR TAKING RESPONSIBILITY OF SITE PLAN PERMIT. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE PERMITS NOTES THE CONSTRUCTION ACTIVITIES A "NOTICE OF TERMINATION" (DEP FORM AT THE SITE DURING LAND CLEARING AND TREE REMOVAL OPERATIONS. _.: _. :-_..- .... _.... - .... f . 62-621-300 6 SHALL BE SUBMITTED. IF A "N.O.T." IS SUBMITTED DUE TO A CHANGE ..... .. .:...:. SHOULD DEWATERING BE NECESSARY A SEPARATE DEWATERIN OF OPERATOR, WITHIN 48 HOURS BEFORE ASSUMING CONTROL OF THE PRIOR TO COMMENCING LAND CLEARING OPERATIONS THE ENGINEER, OWNER, PERMIT THROUGH THE CITY OF SEBASTIAN IS REQUIRED. CONSTRUCTIONS ACTIVITIES, THE NEW OPERATOR SHALL FILE A SIGNED 'N.O.I" IN AND CONTRACTOR SHALL INSPECT THE SITE TO IDENTIFY PRESERVATION TREES ..... ..... .:.__... ACCORDANCE WITH THIS PERMIT. AND OTHER RESOURCES. CONTRACTOR SHALL I NSTALL BMP S P RIOR TO ANY SPECIMAN TREES ON-SITE SHALL NOT BE DISTURBED . . COMMENCEMENT. CONTRACTOR TO ENSURE PUBLIC ROADS AND SIDEWALKS ARE 6. WITHIN 14 DAYS OF THE FINAL STABILIZATION OF THE SITE, OPERATOR SHALL o''°'at a. ro pfevenl orfslte tr Jnp, me tl ahap M r 04 foalry when In use l to mava oxumvlolad mid Omrn"•ord tleW. '.AddFlforolstabthzolian CLEAR OF ANY DEBRIS DAILY. r� FILE A NOTICE OF TERMINATI - ON DEP FORM 62-621 300 6 TO THE F. D. E. P. WITH PROTECTED/LISTED SPECIES :: -. FILTER SOCK :: ... -. _ ..... COPIES TO THE OWNER AND ENGINEER. PRIOR TO COMMENCEMENT OF LAND CLEARING THE OWNER SHALL CONDUCT A PER CITY OF SEBASTIAN NPDES ORDINANCE 0-13-11 THERE SHALL BE t ... .. ..... LISTED SPECIES SURVEY AND REMOVE ANY LISTED SPECIES FROM THE NO ILLICIT DISCHARGE OR POLLUTANTS INTO THE STORMWATER SYSTEM. ., . 9. A STPD ahalT �Da ppid for boder the cantmQ anti- "ice far Pr' 3o,tT/Gckt++fl CONSTRUCTION AREA. THE CONTRACTOR SHALL COMPLY WITH THE CONDITIONS ASR Fr :. ... equ .. .. - -- - ..... ...:::-.-::": ::::- r :. .. .. ... .................... .. ...... _..-..-.._-.�..-. , OF ALL ENVIRONMENTAL PERMITS. ALL PROTECTED TREES TO BE STAKED WITH ORANGE FENCING. (SEE __ -;� -.:-- -... .:" .. • : - .:: :. - .::: Prerenllon Device EA TA .. e wit woe shell constflufe lulJco tn5ation LANDSCAPE PLAN FOR PROTECTED TREES TO REMAIN . ) .-...- - - . . .. .. ... - I IF PROTECTEDILISTED SPECIES ARE ENCOUNTERED IN THE DEVELOPMENT AREA ... .. ....... ........ .. ...... �r ......... ........ .. ..........'.:_,. ._::::::: AT ANY TIME DURING CONSTRUCTION THE CONTRACTOR SHALL IMMEDIATELY ALL DEVELOPMENT ACTIVITY SHALL COMPLY WITH CITY OF SEBASTIAN LAND N TIF T E N O Y H E G NEER. DEVELOPMENT - - CODE SECTION 54 2 7.15. DEVELOPER/CONTRACTOR SHALL ......... .. .. . _......: ...... .. ... .. ...,._ .. ._... .. .......:. ..._ .... ....... COMPLY WITH ALL APPLICABLE PERFORMANCE CRI TERIA IN ARTICLE XI on t the ar o ea uhLzed T ror lha 5 llxli reslomtl � " "" PDr Ino np but Irot bm, ted Yd txptratron, ad,n to r 7 l ':�. PRE ERVATION TREE S S GOVERNING:1 NATIV E HABITAT PRESERVATION CROSS REFERENCE ( ... :::: EXISTING NATIVE VEGETATION TO BE SAVED IS INTENDED TO BE INCORPORATED 8e @w au lel E e rotlolevat � ld`hTCherer 1s Lower �� � fc5 oto 1z-10.7. PrPrchn-,- st- ", l�edlmMase Val" d'isvosa .� er, rinSJnq and cleaning of 1he.STPO a� clunlnp of pink roans. 9 V . Hoy awes 041,i be oatd for under the contraal,aur ice :.. . -`� � INTO THE LANDSCAPE PLAN. PROTECTIVE BARRIERS SHALL B E fNSTALLED PRIOR SECTIONS 54-3-11.1 4- - - - 5 3 11.4 AND 54 3 11.5 2 SOIL EROSION CONTR t OL AND ) ) -- .; .._ ...-.- <:-.::..:-- - .x-"�- --.___- TO LAND CLEARING TO PREVENT DAMAGE TO VEGETATION TO BE SAVED. SEDIMENTATION (CROSS REFERENCE SECTION 54-3-11.2); 3) AQUIFER RECHARGE .. Alf _.T -:::: R°. - _YPB 0 -.Index H...a99 _.... - _.. ... : -�-_ _...-- . PROTECTION (CROSS REFERENCE SECTION 54-3-11.3); FLOOD PREVENTION :B : :: ........ ........I ..:.. .:. SPECIMEN TREES (CROSS REFERENCE SECTION 54-3-11.6); AND 4) PROTECTION OF NATIVE - :>. --:- ` -`:- .... _..' - ._.. SPECIMEN TREES (IE: LARGE OAK TREES, ETC} IF PRESENT, SHALL NOT BE VEGETATION (CROSS REFERENCE SECTION 54-3-11.5). . '. tunvamJnatslwn'N mrdard STPo Is l5'x 50'uh if tht Whore f lerirq and exhe DISTURBED OR DAMAGED. CONTRACTOR SHALL BE LIABLE FOR FINES, MITIGATION - -- . ..-... .. _. -------- - - ---. - - -. .. .. .- .... - ...... .._.-.-.... ._.-. -_.... . - - . -.... ......: .:.. ... ...-.. - ..---`---- -- .-. ... -..._ .,....... - .... . . ... .... . ........ :... . .... .. ...._ -. .... - :.:". . . ... ::.:::... ...::.:.:.r .::... ..... -_.... .::.:..:.....� AND OTHER PENALTIES INCURRED BY DAMAGE TO SPECIMEN TREES. ....... .. .:. - ;S --- -" ::�-_ 7 :.:pale - ....-a �xNa.�AS - PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION :., ... �, ... .... -... .. .. _ .. _. - ALL PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION MUST BE REMOVED AT THE TIME OF CLEARING. PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION � .: ,:.. -:- -Ti brafit f - - ..:.. _. ._. . ,... orrt * _ I - SHALL NOT BE USED TO MEET THE TREE OR LANDSCAPING REQUIREMENTS OF _ THE LAND DEVELOPMENT CODE. ,. `�. 4. 11/9116 REVISED PER SEBASTIAN COMMENT LETTER of 10/28/16 SH/EHM = M S T E L L E R O L E R I C■ 3. 7/25/16 REVISED BLDG A TO MEDICAL &SEBASTIAN COMMENTS SH/EHM : .. . ........ 2. 7/8/16 REVISED PROJECT NAME &PER SJRWMD COMMENTS SH/JB M @Op a@U1V0H� 19M (` QM1 [9[9R@ L 7/7/16 REVISED PER IRC UTILITY DEPT. MARKUPS SH/EHM 1655 .27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 No. DATE oESCRtP17oN DR/APP (772) 567-5300 / FAX (772) 784-1106 .. .... . .. . . , :..,... ...... .......: P E VIS IONS CERTIFICATE OF AUTHORIZATION NUMBER 4204 .-a .. ' r r r-, r R r r • Optional Post Positions Principle Post Position �' �.. (Canted 20' Toward Flow) Post (Options: 2" x 4" Or 8 Zia Min. Dla. Wood: Steel Filter Fabric (In t 1.33 Lbs/Ft. Min.) _ 6' Max. - Conformance With � q)A }, Sec. 965 FDOT Spec.) Filter Fabric II Q -2 I I I} I rSilt Flow o` c � J � A to V r �r ELEVATION SECTION TYPE III SILT FENCE silt Flaw . I \� `1- - - � f �^ r i1� r Note: Spacing for Type lu Fence to be In ' accordance with Chart I, Sheet I of 3 and ditch Installations at drainage structures Sheet 2 of 3. r Type IIl• Silt Fence Type M' Silt Fence Protection Type III' Slit Fence Around Ditch Bottom Inlets. Do not deploy In a manner that slit fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodles of water. SILT FENCE APPUCATIONS Optional Post Positions Post Options: Softwood 4" Dlo. Principle Post Position Softwood 4" X 4" Poultry Mesh ( 20 Go. Min. ) �., (Canted 20' Toward Flow) Hardwood Y Dia. Or Type A Fence Fabric Steel 1.33/bs/ft Min. /0' Max. ( Index No. 451 & Sec. 966 8 FDOT Spec. J Poultry Mesh or n �_ Type A Fence Fabric I- I I '� Filter Fabric oI1 I II J rSltt Flaw 4) �� I J r � r �► -� --�1-- Ili. Filter Fabric (In �J ELEVATION Conformance With SECTION Sec. 985 FDOT Spec.) TYPE IV SILT FENCE . :::::' :' : ; . .. ........•..:......... ...... ... ........:.... .. . ...... ..:.......... ::.::..:..:::: :.. r... .--.-•-i„+?'... ,..'�.. ::: Z`JCFSftlIQ:ROedday` .:. .:..::.. .. .. ::::: :.:::::::.:::::..:.:....... ..::::......... .. - . .. ...:.:..::::::::..... %. . .:...::.:::::.......: ...::.. ..... .. .. .::. .:. • ..:::::::..:.....:::: .... .............. ............... . .....•::.:...... ....:.... . : .. . ........ .. ... , .. .: .: t-- €, t :: Of Pweme<rr ... . ... :::... ... :...: ::.::::::.:.:: ::::::: s:::: . : ..::: �..... .. " ... . : : '.. ::. . :.:.. ......:.:.:. . . I .. .... . .. . . , :..,... ...... .......: . :::. . .... . .... 1 stxElur.,/crEs oacA L � .. ................: ............ .. ... .. .... ... ................ _ _.... _ . . _ _ ...... [.... _ .... _: ' 1. ASoil Tracktna Prerenl;on Device f STPp `i stall be oMsiructed ar fpdetions designated by the engfiear for points of egress from :...... ...........:.......... ...... .....::: ... ... ....:..... . .............. .... ..........I ..... _.... ...............:. f ... .... _.. _ _ . _... _ __ . . � � � eudt'rz�klaasas afTr�fi�f tan �1, aro: /zed or the as 1r{T . .. _ .... .. .... ...... ... I �equ . .. : .:.. .. . �� � poailTre means ai d 1� ed o limit d ecF veAlcv ��Draaast .. ... .. .. ... ... .. ... ... � �us� e9rer8 acmrs to . ...... . . .. .. .. .... ... ... .. ... . . . .. .. ..... ... .. .. ... ._, .., .... .... - .. .. .... ... :! ...... .. ...... ......... .. ................_ .. :..: : .I .. ... ......:'....... .... ' i - : I . I TAe r m, a11'eraatlre 1,iod fa .)h1,i,,. be . .. - . .. - ... ... . J�Q�.$ttt... ..._ ..:. .._ .....' ..-." . .......... ... .. I epprored by tfra� sneer prtiar fi 11s use.Jive must leriewed and � � .. .. . . .. ....... .. ... :....... .. ... - .. .. ... - .. _ .. .. ...: ... .. . .. .... -- -..-.--... .... -. . ..... - ::: - ... ----- : .:. _ ._ O L C S ou .: ..: . :...... ....... .. - i .:. ,;__ . :�,�OtrS1YUCt.PprHd:Tf11YMUf :: - (Index No 515) .. .:':. . � . s. - Altpalerhrts tpined, - War trot ed P b f:incHdmq the STPD repdte and oxutnx:l a, 17 J• shotbe rt ed mar. &i1.OfOW.V fr .... ... ... .. ... "'t ., .. ......1,'Y ..... .:::: '..' �::i :: A/ ay St ntl .If l e4r e y sv dtrecfed by the €n9inser' .. .... .. ... ... . . .... ... .. , .. ... .:'.-.-...._. . .... ... ... ,,, ....................c'� _.. ....... - .... ... .... �. ....... :.:...::: ... .� .-...... .-. . ..:.... .- Oehft NA r .:::: � ....:.. ....... d pp ored ......... ...... .:..:: ..::: - - $ TAt En :'.....:� 4. � tea / ' ...:. gGgl'RdD ar4aJ be as described T Secfi . es il. e ... . sna be FOOT . .... ,.. .. _ ... .......... ......... ... ....... .. ..._. o -_._.. ... $ - .,. :.. ... ................... ::... _ rneer . _.. ... _._.:::" ,......Y... -Q ..., I 1 :........... .::: .e 8,xe - l.: /f I r , ... .. _ ...... _ +r99, 9m nssza bsnotwa,lab/e ne x .........:. _... t net ..... 'ovalable'amo11 7 era ze a9areaate-. be svbsh Luted wJth YAe x!oY .. ........ ... ... __. . .. ....... . . .... .. :. _:..... .... :.... . :. ..... �• ....:: .., .. _. - 4 ... .�......... .. ..... 3 _.. ... ...... ..:.............:_.:. _:.: _.: . -.:::. ........ c.' ......................... I ...... ........ .::....... .... ::..... .......:. � I 1' ...... -.. a e ...... _En I ... pprowf of Yoe :.: :...... neer: Sizes otnt mr ..... 9 o nq exeessrv. ama11 to W�! /R7C aft ,A opgrepa i e Pro eat . .... . . :,,... _.. o .:.. _ , 1- k k l 1............ OrW are Ynsa,l0ble .: . .. .. o -:.- o p e I 5 T• edtme t hes n pFt sAould provide a rattnt an vofumt of 36Lri k 'feet/aCfe of S(1 dace orec dr afni to he off. .. .. ..... . . .... .. .. ..:" -.::- . ... - .: -..... - ....:. ::: . rrl -. r -... .: -...: When the STPD Fs tsolattd. from Ther di a alno0e ureas the tb AWO ... ... ....... ...._ .i ............. ....... .. . . .... . ..... .. .. . ...... - .... ......... ... ........... .. ....... ......... .. .::: ...." ... _ ... ....... . ....- ..... .. ... .. :.:.:.:.:.: ......:.: .................. .._ ... ... .-. .:.:........ .. .... ... _. ...:... _........ I '1 W mad Wr t ' P s Tr n .... .. .. .. .... .. ......_ ::,:.. ....... :::::: - ..... .... ... ..... ........ ..... .. .......:. ........ ............. ........,........:., .. ... ... .. _.... .. .. . ......... ..........::::::.. ........_............... ...... _. : 15'x50'-roo dax5o•. .. . ... .. jI .- _ _.. _ . ......... ... ....._.. �j .:- - _.. .. .. _ . .... .. ... ....... • .... _._ I I As an 1Fen fc ��IWne �: b��� W . .... _ - . , ..... ... .._._. .�- _, _ ':: ..6e be c/sonad hen alae � ... .. .:: �..•...:.`._.._: --'---. .. ... _...:..._. .- .s.r•+..`..f.-'.:-.-.--' ....... :._ .. .. ..._ -r. 7 . ::x.41 _-._ a-•, ..++-":::>'S .... .. _.. ..... .. ....... ... �-.-,�"... .... .- a': Fn-:Dmfn .f•...-,�.,.._..: r .:: ::... .::.'..'e'i� ,::.: ,.fa -rued. la � Y. ncttsAal be p aced abnp fAe enffre lehGfh... ..: .. . ... .... .. ... .. . .. ... .... .. . ., ..... '. ...:. _.._ ..... ._ .. .. _ - " .: . ': :: a erm I ..,. ... I" 'TAe-a J e wa a dttdi dr !n 0 1 he sr o ` r � t -ox ,aasmraa prase oWrq'rna srPo cod ra rhe saa mint p7 . ..... . ....... ....... ....... .... - - ...- .._..-.. . .._...... ... _.: _. :-_..- .... _.... - .... f . _... ..... .. .:...:. .. ... -.... ... ........ . .:. ..........:.. _. ......... .... -..... _._ ... ....._....... .... . ..._.... -... _...... _. :...: o' r 7, pJlered required when the sidedroth _...._. p)pe avll �es fAe ddmr 10 a reaufremenls _..... .. .. _..... . .... _ .. .. .... .... e. .. iP - s n rf .... __. . . . " .-.-....- - :::::;..----.....-... ; ..... ..... .:.__... .. - -. <', !_: I ' 8: :TAeaTPO shall be taktoked in a conditions will of r°srP ormifsfundfi ... .. __ ... ..... ;- -... _.... .... ..... - .. . . : :: i - , . :': _ s . W '::. o''°'at a. ro pfevenl orfslte tr Jnp, me tl ahap M r 04 foalry when In use l to mava oxumvlolad mid Omrn"•ord tleW. '.AddFlforolstabthzolian .. ..... ... .. . . .. . ... .. .. .. .. _ ..- .. .. .. ........ : , .. ...... :::.. '.:" -._. , _. - .. - " . FILTER SOCK I- -----`- :: -. FILTER SOCK :: ... -. _ ..... e: or the vehlalar 1 . F80df t9'1 SrPO mpy be. rapuired to lFrpil lha mu,? tracked.:: ._. :". i APProach Cength - - ..... ... ... _. .:• . .: , .... _ _. ... - ._ ...- ..... ... .. ..... :>_ -` r .... .. .. ..- l : .. . -. `. y l .r - u� :.::. . -::::: i�l'"" ., . 9. A STPD ahalT �Da ppid for boder the cantmQ anti- "ice far Pr' 3o,tT/Gckt++fl :::.. .. ... . .. - ... .. --. ASR Fr :. ... equ .. .. - -- - ..... ...:::-.-::": ::::- r :. .. .. ... .................... .. ...... _..-..-.._-.�..-. , .r::.:.. :- ;.. ..... .. __ , .... .' .. � .....�•-+-..-s... ;: __ -;� -.:-- -... .:" .. • : - .:: :. - .::: Prerenllon Device EA TA .. e wit woe shell constflufe lulJco tn5ation .. ... .-...- - - . . .. .. ... - I ... .... .... .._ ..- -------r„r,,,rri„// .. .- ... .. ....... ........ .. ...... �r ......... ........ .. ..........'.:_,. ._::::::: -----._. ... ....... ... .. _. - - .... ....... .... :.... -� - .: ...... .. ....-: - ...... ......... :-. .. :: .. ._... ..: ....:.:: rLC .ma/nhtmnct, re laemenf of P aalcrlafs re .... rtavol. and . ..... ...... ...... _ ..-.--.-..- - - .. ....:.. ......... .. .. . _......: ...... .. ... .. ...,._ .. ._... .. .......:. ..._ .... ....... ....... RNRC � -. ...... .. . -ran-Or- on t the ar o ea uhLzed T ror lha 5 llxli reslomtl � " "" PDr Ino np but Irot bm, ted Yd txptratron, ad,n to r 7 l ':�. i -- - ]�- r 7 ^^^� �,r".,r,.a,o,, "": -- ::: .. .. . .. L. _ . ._ - - - -- .... .- Fiber Fabric _:" _ :.: ' ;..:' : .;._ �. ... :::: 8e @w au lel E e rotlolevat � ld`hTCherer 1s Lower �� � fc5 oto 1z-10.7. PrPrchn-,- st- ", l�edlmMase Val" d'isvosa .� er, rinSJnq and cleaning of 1he.STPO a� clunlnp of pink roans. 9 V . Hoy awes 041,i be oatd for under the contraal,aur ice :.. . -`� � .. .._ ... ...... s .. ... ... :....--- I / - .. .., ... .. .- .. •..r :. - -:::: -- .; .._ ...-.- <:-.::..:-- - .x-"�- --.___- .. .:... -. .- _ . - .. ':: -- .� - ._ : •': SEGTK)N .. f row a . -: wX or st EA. Sr1t fence slntl be poll -far un.a t mnhatt' . edit .. Alf _.T -:::: R°. - _YPB 0 -.Index H...a99 _.... - _.. ... : -�-_ _...-- . -..-.._..... -- -:. _ ..... .::: :B : :: ........ ........I ..:.. .:. .. rmJt r. .. . prcC orS ,::. t, fence.tF'.:: _ . .. .. : - .: . -: T N / -- RA S TION DETAIL -... .'. _ . _.-.-...: -.._ .. ...... _:.... - - :>. --:- ` -`:- .... _..' - ._.. -_ ` ....: ' - - •. .: .. .... . ..:...... . _. ...... .. ... ...:...G . '. tunvamJnatslwn'N mrdard STPo Is l5'x 50'uh if tht Whore f lerirq and exhe .. ..: z - -- . ..-... .. _. -------- - - ---. - - -. .. .. .- .... - ...... .._.-.-.... ._.-. -_.... . - - . -.... ......: .:.. ... ...-.. - ..---`---- -- .-. ... -..._ .,....... - .... . . ... .... . ........ :... . .... .. ...._ -. .... - :.:". . . ... ::.:::... ...::.:.:.r .::... ..... -_.... .::.:..:.....� .. ., ..-......-•., .. . - ... •'E:[E:.. ....... .. .:. - ;S --- -" ::�-_ 7 :.:pale - ....-a �xNa.�AS hides wrrant.an30•wfdtwh 5 :-t;npineer -When O dIX16/c wJd)h l3Q'J S7PQ is lysed t rw htpaYAcnfly.. ::i�aha/Lbe:-for:eoa4 favtton::. :., ... �, ... .... -... .. .. _ .. _. � .: ,:.. -:- -Ti brafit f - - ..:.. _. ._. . ,... orrt * _ I - ... .. - - .. . -.- - _ ......:; .. . ,. `�. . ... ... _... . _..._ _. filter Fodrtp - .... - -. ..--...- .. -...._....- - . ed imVin iStt Cwiagaaf fr Ex .. fir Fe Piet ura/Y - ... - _ _ - .. -:. - _ &idMre3rrr .: -- . : -. RfIRA NNECTION - 7o St 3ta6U/2Ltf11S'A !raid ._ - SECTION A A-:: ° : , ° _: . - AIL . . : dastd fM l iaW AAd . - .:. - , ... 6radE ...... _ _ . .. ...-. _.-. _: _ - I Title to all documents which bear the �` 1` �* DRAWN SH S T O R TER P 0 L L U T I O P R T' O L copyrpht of Hosteller & Moler, Inc. r9 vested e { , solely n Hosteller & Moler, Inc. These 3 �� documents are provided to the owner sole) in , a . <� -=, oEsicNEo SH SLI T • EET � ER T EET � connection with this ro ect. An other use ' e, - �"" c cl ' P J Y " or reuse of these documents or any , a 11 CHECKED EHM reproduction, display, sale or other disposition �T a I'.�° ns �� DATE 1/16 of these documents by anyone is expressly .W prohibited without consent of Mosteller & ; It C L, , /I/('� f , 1,, SCALE NTS Moler, Inc, pursuant to the Federal Copyrpht / 4: Law. - Delf, SHEET 3A of 12 I © 2016, MASTELLER & MOLER, INC. EARL H . M A,8- E -LE R '" P . E . F L# 2 6 6 5 8 PROJECT NO.: 1 549 1 FLORIDA M \/ 'A' 0 te-';' r'n e / V CONTRACTOR TO PROVI CONTROL 'ROSONV E L ATI _e1!5T. INLET 3A X'� r cp 4. II/9/16 REVISED PER SEBASTIAN COMMENT LETTER OF 10,128,116 SH/FHM 1"VIASTELLER & O L E R 115VAC. 3. 7125116 REVISED BLOC A TO MEDICAL & SEBASTIAN COMMENTS SHIEHM 2. 718116 REVISED PROJECT NAME & PER SJRWMI? COMMENTS SH/JB M @@M@MV0M@ F9M@0[;fl[9F9[2@ L 717116 REVISED PER IRC UTILITY DEPT. MARKUPS 3'41E -'4M 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 NO. PATE or-SCRPTION DR/APP (772) 567-5300 FAX (772) 784-1106 QEVIS IONS CERTIFICATE OF AUTHORIZATION NUMBER 4204 L IST. NNA v yA NN lo, 4-0 TYPE III SILT FENCE 0 51R CONSTRUCTION 00 IN IL CONSTRUCTION Zy , I J TO 16 COMPLETE AND GROUND IS 57LIZED CPAPHIC SCALE 40 0 20 40 80 IN FEET I inch = 40 ft. M Title to all documents which bear the DRAWN SH copyriqht or Hosteller & Moler, Inc. is vested solely ri Mosteller & Moler, Inc. These documents are provided to the owner solely in -0 OSION CONTROL PLAN connection with this project. Any other use SH V 4V1 cNEGKEDEHM or reuse of these documents or any reproduction, display, sole or other disposition DATE @ @ of these documents by anyone is expressly 1/16 @ prohibited without consent or Mosteller & Noler, Inc. pursuant to the Federal Copyriqht SCALE �����0� ������U0@0 Low. SHEET 313 OF 12 @2016, MASTELLER & NOLE12, INC. '41 CITY OF SEBASTIAN FLORIDA EARL H. MASf LER.",/P.E. FL,426658 PROJCCT NO.: 1 RAQ ZONING: CR LAND USE: RMU T- Ov; a SID 1N gow egg / EXISTING WETLAND / � /✓ / LIMIT LINE / J ZONING: CR LAND USE: RMU GON5T. & YDS J DUMPSTER PAD/ ENGL05LRE N (FACADE TO MATCH PROPOSED BUILDINGS) � MIN CONST. FDOT TYPE ' HEADER CURB (TYP) �f M \ x f5< 40\. ,i X ZONING: CR LAND USE: RMU 4. II q/16 REVISED PER SEBASTIAN COMMENT LETTER OF 10/28,/16 SH/EHM - M AS T E L L E R & MOLER, INC. 3. 7,/25/16 REVISED BLOC IA TO MEDICAL & SEBASTIAN COMMENTS SH/EHM Surveyor 2. 7/8/16 REVISED PROJECT NAME & PER SJRWMO COMMENTS SH/JB MASTELLER, MOLER & TAYLOR, INC. L 7/7/16 REVISED PER IRC UTILITY DEPT. MARKUPS SH/EHM 1655 27th STREET, SUITE #2, VERO. BEACH, FLORIDA, 32860 NO. VATS IMSMPTON OR/AM (772) 567-5300 / FAX (772) 784-1106 TEL. (407) 767-6474 12 E VISIONS TEL. (772) 567-5300 CERTIFICATE OF AUTHORIZATION NUMBER 4204 \� ZONING: CR LAND USE: RMU CRAPHIC SCALE 30 0 PS 30 60 I I 1 _. . s ( IN FEET I inch = 30 ft. LOCATION MAP (NOT t0 SCALE) SITE DATA Owner APPLICANT Enqineer Surveyor REMINGTON STEWART, LLP RS SEBASTIAN DEVELOPMENT, LLC MASTELLER & MOLER, INC. MASTELLER, MOLER & TAYLOR, INC. P.O. BOX 953578 P.O. BOX 953578 1655 27TH STREET- SUITE 2 1655 27TH STREET- SUITE 2 LAKE MARY, FL 32795 LAKE MARY, FL 32795 VERO BEACH, FL 32960 VERO BEACH, FL 32960 TEL. (407) 767-6474 TEL. (407) 767-6474 TEL. (772) 567-5300 TEL. (772) 564-8050 \ \ Construction Schedule GON5T. 5' WIDE\\\ START DATE: Aug. 2016 LL GONG. SIDEWALK \\ \ FINISH DATE: Jan. 2017 Site Information \ \ SITE ADDRESS: U.S. HIGHWAY #1 /p ��� G I SEBASTIAN, FL 32958 \ MOta1MET1T 516N�\; SITE AREA: 2.81 ACRES G�5 Ilk \ \ EXISTING ZONING: CR �\ FUTURE LAND USE: RMU FEMA FLOOD ZONE: ZONE "X" Ref. FIRM 12061C0103H 1212012 r \ \ \ TAX ID #: 32 38 30 00001 008 000001.0 POTABLE WATER: INDIAN RIVER COUNTY UTILITIES \ \ \ \\ \ \ WASTEWATER: INDIAN RIVER COUNTY UTILITIES LEGAL DESCRIPTION: LOT ONE, JACKSON STREET CORNERS (See Survey for Full Legal Description of Parcels) ZONING: CR Zoning Criteria (CR) N` O \� LAND USE: RMU REQUIRED PROPOSED \ JO MIN. LOT SIZE: 10,000 SF 122,579 SF 5 \ / TRANSFORMER MIN. LOT WIDTH: 75' 336.71' PAD MIN. LOT DEPTH: 125' 436' N WWW516 FRONT YARD SETBACK: Bldg A: 73.$3' - Bldg B: 102.52' V �Q�\O do, \\\ \ v / SIDE YARD SETBACK: 5' Bldg A: 189.0" - Bldg B: 54.50' REAR YARD SETBACK: 10' Bldg A: 82.39'- Bldg B: 72.34' ` EXISTING Dt\ IMPERVIOUS: 80% (MAX) 57.6% ZO OPEN SPACE: 20% (MIN) 42.4% rR5-2 "NO TRUCKS' �GONNEGTION Bld A• 25' Bld B• 28' 00/ / (TYP)�� ST. ABANDONED POWER P BE REMOVED zx ZONIN Z� LAND NcS, LL ';0-00 . t:t X 2s 26 BUILDING HEIGHT. 35 MAX. g . - g GONN5T. R INO STFDTRh\\ \ BUILDING COVERAGE: 30% 13.8% DP (TYP1CAU _.--EX15T. STOP 51ON Site Improvements Coveraqe Summary AND STOP BAR R5 -5R RIGHT SITE AREA: 122,579 SF (100%) ONLY SION DEVELOPMENT AREA: 122,579 SF (2.81 ac) \ LAKE AREA: N/A IMPERVIOUS AREA PROPOSED ? BUILDING FLOOR AREA: 16,859 SF (13.8%) \ PAVED PARKING, SIDEWALKS, ETC: 53,7$5 SF (43.9%) TOTAL IMPERVIOUS AREA: 70,644 SF (57.6%) TOTAL OPEN SPACE: 51,935 SF (42.4%) Parkinq Requirements y REQUIRED AREA PARKING RATE REQ. PARKING /\ \ RETAIL SALES < 10,000 SF = 7,333 SF (Public Accessible) 11200 SF 37 SPACES MEDICAL OFFICE = 6,863 SF 11175 SF 40 SPACES G TOTAL REQUIRED: 77 SPACES PROPOSED PARKING PROPOSED STANDARD SPACES: 71 SPACES COMPACT SPACES: 13 SPACES O OT HANDICAP SPACES: 4 SPACES J G TOTAL PROVIDED: 88 SPACES Traffic Projections . \ DESCRIPTION AREA AVG. TRIPS PER DAY RETAIL 9,996 SF 1,003 TRIPS (SEE TRAFFIC STUDY) MEDICAL OFFICE 6,863 SF 248 TRIPS (SEE TRAFFIC STUDY) TOTAL: 1,251 TRIPS Notes 1. FLOOD HAZARD ZONE X FOR THE PROJECT SITE IS BASED ON FLOOD \ INSURANCE RATE MAP NUMBER 12061C0103H, EFFECTIVE DATE 1212012 2. IMPROVEMENTS DEPICTED TO BE COMPLETED ONE PHASE. 3. THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITY d LINES AND STRUCTURES PRIOR TO CONSTRUCTION. 4. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE tit WITH THE MANUAL of UNIFORMED TRAFFIC CONTROL DEVICES. 5. THE PROJECT IS LOCATED ADJACENT TO ENVIRONMENTALLY SENSITIVE AREAS. 6. OWNER WILL WORK WITH UTILITY COMPANIES TO MODIFY EASEMENTS TO BE ALIGNED CONSISTENT WITH THE PROJECT DESIGN. 7. ALL PARKING SPACES WITH THE EXCEPTION OF HANDICAPPED SPACES SHALL BE MARKED IN WHITE, RETRO -REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, SECTION 710. 8. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX 17346. 9. ALL COMPACT SPACES SHALL BE MARKED "COMPACT"' ON THE STALL OR TIRE STOP. 10. ALL ROOF DRAINS WILL BE DIRECTED TOWARD PAVED AREAS AND/OR INTO STORMWATER MANAGEMENT BASIN 11. WHEEL STOPS TO BE PROVIDED ON ALL PARKING SPACES NOTABUTTING / RAISED SIEWALKS. 12, ALL NUISANCE EXOTIC VEGETATION TO BE REMOVE AT THE TIME OF LAND CLEARING. / Jurisdictional Permitting Requirements / CITY OF SEBASTIAN: MAJOR SITE PLAN APPROVAL CITY OF SEBASTIAN: CONCURRENCY CERTIFICATE CITY OF SEBASTIAN: LAND CLEARING/TREE REMOVAL CITY OF SEBASTIAN: R-16-22 ENGINEERING R.O.W. PERMIT INDIAN RIVER COUNTY: UTILITIES CONSTRUCTION PERMIT SJRWMD: ENVIRONMENTAL RESOURCE PERMIT FDEP: WATER MAIN EXTENSION GENERAL PERMIT FDEP: SEWER MAIN EXTENSION GENERAL PERMIT Title to all documents which bear the oRAwN $j copyrght of Mosteller & Moler, Inc. is vested solely n Hosteller & Moler, Inc. These OESICNE0 SH documents are provided to the owner solely in �Y e connection with this protect. Any other use ' baa a' °0 ` CHECKED EHM Q O p O p p or reuse of these documents or any 4 a �°��'° NUOH reproduction, display, sole or other disposition FATE 1/16 Q � O u �J �/ TJ of these documents by anyone is expressly prohibited without consent of Mosteller & /jl /- �. E , SCALE 1 »=30' Moler, Inc. pursuant to the Federal Copyrght Q p 0 e Low. r �l.Ci(�^ 0� SHEET 4 OF 12 O ILK] A U0@0 © 2016, MASTELLER & MOLER, INC. Q M O �F GROJECT NO.: CITY OF SEBASTIAN FLORIDA EARL H. MAS1`LLR,4T P.E. FL26658 1549 NOTE: Z ALL ROOF DONN5POUT5 TO BE DIRECTED TO PAVED PARKING//'Ile 00-� >,11-7.24. 'L 000 nNL 2z ool ool 2 5 -a 10 ol 24 20.1' 4 20' ' ooe 27.0 2 / 'o, 2 Qb iR Ih oe oe T1 oo, 2W 4:1422.-001 DRY RETENTION EXIST. rn:E OJRB 2 71,rQ� 0a 41. t 27 EXIST. GRADE E III SILT FENCE + 95 SAW-VTIREMOVE HATCHED 4� 29.5 PORTION OF EXIST. TYPE T" SECTION A A:.�' CURB AND REPLACE WITH 29. MODIFIED MIAMI CA)R5 SCALE: 1"=10' 4 29. soll�yo 29 . 0.877. + fen gobi'd rail ol + 23.s 29.0 9.50 + 2&26 28 29.6 29.33 OW, '4 2 2&86 L .1J0 K 124. 24 44 U " ".11 ­', vop ti 2 '.4f` 28.4 2753 61 29.10 29.8 'o, 29.96 9. �3. 7�� 1 29.96 29.8 5.1 6.4' 24.6' 3.5' t. 28.2 - y. + ST_ 5- LLJ 29.00 T, + ell 28. 1P a� I ET 29.5 -0 ci� I I 1 0 f I in T, 4.25 CD 27.75 BLDG. A :z Li 4- < F.F. 30.00 3:1 .8 90 29. 2U• 29.5 29.96 FF 21 EXIST. GRADE 78 TYPE III SILT FENCE OVA �4' , Z�k, .o 7.8 SECTION b -b t 7.6`ii0ON5TRUCT 6' SCALE: 1"=10' HEADER C4JRB (TYP) AVG. SEASONAL HIGH 0 - WATER TABLE 16.5 • v 25 A 28 9 16 4F 28 9 3.3' 3.4' 21.3' 4' 20' LLJ _J 27.00 PETLAND FLA& (TYP) 9.9 I¢ __J DRY RETENTION 6� LU 19,1 BLD( GON5T. 5' WIDE t� . 51 P41DE _\-EXIST. GRADE ANG. PqEIR V) 29 4 A F.F. IW. = 26.54 SEE DETAIL SHEET 6 TYPE 11 SILT FENCE + 7 2 �" 2 C. k2 TYPE 0 0 SECTION "C -C" 29.96 EXIST. VIETLAND LINE SCALE: 1 "=10' 9. 20' 5$ 7 -EXIST. SHED EXIST. GRADE-, - - - - - - ------ DRY RETENTION 22.00 E 1�11 SILT FENCE SECTION "D -D" SCALE: 1"=10' 28' 4' EXIST. GRADE -N 9.00 -------- ----------------- DRY RETENTION 4:1 TYPE III SILT FENCE SECTION 99E -E99 - SCALE: 1 "=10' X 40 4. 1119,116 REVISED PER SEBASTIAN COMMENT LETTER OF 10128116 SHIC-HM A S T E L L E R & MOLER, INC. 3. 7125116 :_2WISC-0 BLOC A TO MEDICAL & SEBASTIAN COMMENTS 314IC-14M 2. 7/6/16 REVISED PROJECT NAME & PER SJRWMO COMMENTS SH/JB M L 717116 REVISED PER IRC UTILITY PC -PT. MARKUPS 5'41C -'4M 1655 27th STREET, SUITE #2, VEkO BEACH, FLORIDA, 32860 NO, VATe DESCRIPTION DR/APP (772) 567-5300 / FAX (772) 784-1106 or reuse of these documents or any PEVISIONS CERTIFICATE OF AUTHORIZATION NUMBER 4204 REAP, OF DUMP5TER \A PADS TO BE CONSTRUCTED N 5TEMHALL E STEMk,IALL TO BE 'AINTED TO MATCH CON5T.;VWIDE CONC.-WEIR INV. = 2b54 SEE DETAIL SHEET 6 4- AI 5"` 1-1161 + 41 Q)11 or: ,5 7 2 04,0) 'Pro CRAPHIC SCALE .27i Al + 401 ?�, 0 15 30 60 2 30 VMS + "ZF, 7F/ 08 IN FC N sYo � ',t_ At I rich = 30 rt. + V o�- Ai ? MATCH EX15t.si. g1 ESSIB,ONSTRUCT C .85 MAX SLOPE- :12 /ZTTFE C. INLET IjORAWE = 2b.15 INV. =\24.64v (18*) 2 '98 & 48 11 qJ . 2 .6 29.18 28.3 2-S14k 9 28.2 NO&E-7 IRC, % �\ LEN#4644 qt 28.3 29. + 29., + 28. 5 .6 29 28.35,, - ST. 8.48 _V1 IT, _427.34 TRA .. (,MR 4�p TPAD W2 2 11 QNST. IrPE OC" INLET 28.75 RATE = 2&25 IV. = 24.60 uo-j 29, 90 2 9.23 s 28.58 28./ ',�\29 74 CIONIS K, ACCESS MAX 5 t -0 1 B 28. 2 0004��TCRED END 4-� 30.00 r1V SL­ir 0,11 M FILS 5524-35" 28.7 28.3 .35 !0' 28.f 29.0 3 ^15 DV 28.25 2 .2 (0 0. 01) 28.41 V N!, A'- 27. 1-11 1_+.�_ �v A 7 , k=7 T` RATE,- 27.60 Ilk, 2�-6 TE _g IV. = 24_25 INV. = 244, 27.7 C; IV - X 3", Cr 27 927.82 "Pf;tfm, PLS 5243 S " X N5TRL1C,T &N C, si,. floor &DER CURB (YYP) CONST. 5bLF IV RCP a Ucl% 8. 28.5 IA E.S. INN 0, 27. 1 - 6,, / If Q � o a �QC��� � Moho �� O CITY OF SEBASTIAN \X76.4 26.54 b'd,,- cnr N Title to all documents which bear theDRAWN SH copyright or Hosteller & Noler, Inc. is vested solely in Hosteller & Noler, Inc. These DESIGNED SH documents are provided to the owner solely in 4, �%W! VON, - N, connection with this project. Any other use Z-! 0 CHECKED EHM or reuse of these documents or any ts 0 3 .2c reproduction, display, sale or other disposition m DATE 1/16 or these documents by anyone is expressly prohibited without consent of Mosteller & '0' SCALE 1"=30' Moler, Inc. pursuant to the Federal Copyriqht Low.sHEEr 5 OF 12 @2016, NASTE�LLER & NOLER, INC. EARL H. M4 " P.E. Stjp. ,,LLER9 FL#26658 PROJECT NO,: 1549 FLORIDA CONST. 4"X4" WET TAP W/TAPPIN6 VALVE AND SLEEVE / CONST. 5OLF 4" HDPE DIRECTIONAL BORE W/M.J. FITTIN65 0 X X MIN. HA UNDERRO )/ i'/ NC 0 ftop ENTIRE 4' PIPE RUN FROM TAP TO GO 4" GATE VALVE TO BE HDPE COO �` i CONST. 4'x•5. &ATE VAL\P 4° DDG�G' i` NOTE 5�113T'2 CONST. 4" R.S. 6ATE GONE / VALVE IWALVE BOX FOR AND LONG. PAD EXIST. FIRE HYDRANT i TO BE RELOCATED i' 80' EAST AS SHOWN i / I 3. 9/6/16 REVISED IRC UTILITY DEPT. EMAILED COMMENTS 2. 7/25/16 REVISED BLOC A TO MEDICAL I. 7/7/16 REVISED PER IRC UTILITY COMMENTS I NO. DATE DESCRIPTION (�EVI�ION� M MA STELLER & MOLER, INC. SN/ENM SH/EHM M C�oa��d4oac� �a�oa��Q� SH/SEM 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 M/Aw (772) 567-5300 / FAX (772) 784-1106 CERTIFICATE OF AUTHORIZATION NUMBER 4204 Jill! 11 Jkt""Awi GRAPHIC SCALE \\ 30 O IS 30 60 I I I (IN Feet I inch = 30 Ft. RV \\ \ -T i 7RANSFDRMER - POINT #2 PAD �NSi� SAMPLE •, • dL^�C�G��OGI �4G3C�C�4 C�OG3C�]C�G3� JLaC�G3�OC�] �4G�C�C�4�' MohoCITY OF SEBASnAN FLORIDA a� Title to all documents vhlch bear the copyright of Hosteller & Moler, Inc. is vested solely n Masteller & Moler, Inc. These documents are provided to the ovner solely in connection vlth this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone Is expressly prohibited vlthout consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Lov. @2016, MASTELLER & MOLE -R, INC. DRAWN SH +o, DESIGNED SH b R CHECKED EHM EARL H. , " DATE 1/16 e SCALE 1 01 =30/ SHEET 6 of 12 -ER, P.E. FL#26658 Pao.ecT No.: 1549 / / L / I / A 00/ A / \ loll / / \\ / i / o / / / / / 4. II/9/16 REVISED PER SEBASTIAN COMMENT LETTER OF 10/28/16 SH/EHM STRIPING KEY 3. 7/25/16 REVISED ® = 6" SOLID WHITE OK = 6" DOUBLE YELLOW SH/JB M ® = 8" SOLID WHITE © = 6" SKIP YELLOW TYP (10'-301) DESCRIPTION DR/APP © = 12" 50LID WHITE OM = 6" SKIP YELLOW TYP (6'-109 OD = 18" SOLID WHITE O = 6" SKIP YELLOW TYP (2'-41) OE = 24" 50L I D WHITE © = RPM MONO–D I REGT I ONAL WHITE/CLEAR CRAPHIC SCALE = 6" SKIP WHITE TYP (10'-301) Q = Rpm BI–DIRECTIONAL AMBER/AMBER 20 o1 io +0 0 = 6" SKIP WHITE TYP (6-109 ® = FDP WHITE .�.-�r~ ,`. .} HO = 6" SKIP WHITE TYP (2'-41) SO = FDP YELLOW IN FEET) O I rich = 20 rt. = 6" SOLID YELLOW O = RPM B 1—D I REGTI ONAL WH I TE/RED .JO = 18" 50L I D YELLOW / / L / I / A 00/ A / \ loll / / \\ / i / o / / / / / 4. II/9/16 REVISED PER SEBASTIAN COMMENT LETTER OF 10/28/16 SH/EHM MASTELLER & MOLER, INCO 3. 7/25/16 REVISED BLDG A TO MEDICAL & SEBASTIAN COMMENTS SH/EHM 2. 7/8/16 REVISED PROJECT NAME & PER SJRWMD COMMENTS SH/JB M I. 7/7/16 REVISED PER IRC UTILITY DEPT. MARKUPS SH/EHM 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 NO. DATE DESCRIPTION DR/APP (772) 567-5300 / FAX (772) 784-1106 Q E VISIONS connection with this project. Any other use or reuse or these documents or any display,uments sale or other CERTIFICATE OF AUTHORIZATION NUMBER 4204 EXIST. TYPE *F" —\ K y � TRAFFIC. DIRECTIONAL / ARROW (TYP) A / EXIST. E.O.P. / / A u? / A / RE -STRIPE EXISTING 10' WIDE HHITE ORO55 WALK STOP BAR \\ y G i / / d CITY OF SEBASTIAN AC "ST REEI1 T & U. �1 prohibited without consent or Mosteller & SCALE" ' Moler, Inc. pursuant to the Federal Copyright "'� "'4 20 Low." -" ._ sHEEr 7 of 12 @2016, MASTELLER & MOLER, INC. EARL H. M A SsE L LSE R q --P ` E . F L�# 2 6 6 5 8 PQoJECr No.: 1 549 FLORIDA . '=F5ldasd4ia: BLDG G. B . Title to all documents which bear the PRAWN SH JACKSORN STREET \ copyrpht of Masteller & Moler, Inc. is vested solely n Mosteller & Moler, Inc. These PESiCNEP SH documents ore provided to the owner solely in ¢ 4�"� j (�` I\�reproductwn, Q \ O I A`� ' ET 12 9 H � @ \ If�,J�j �;/ � O � �J �,J�j connection with this project. Any other use or reuse or these documents or any display,uments sale or other �` +' s,. s 3� :., ��,� � ; � � CHECKED EHM 1/16 PAre�jLJ V �J v u u ((,,,,�11 �j expressly��g, of these documents by anyone �s expressly d CITY OF SEBASTIAN AC "ST REEI1 T & U. �1 prohibited without consent or Mosteller & SCALE" ' Moler, Inc. pursuant to the Federal Copyright "'� "'4 20 Low." -" ._ sHEEr 7 of 12 @2016, MASTELLER & MOLER, INC. EARL H. M A SsE L LSE R q --P ` E . F L�# 2 6 6 5 8 PQoJECr No.: 1 549 FLORIDA . '=F5ldasd4ia: �y L4NOSGAPE REGU I REMENT5 LANOSGAPINC NOTES �A. PERIMETER LAND5GAPIN6: I. THE CONTRACTOR SHALL BE RESPONSIBLE TO NORTH PERIMETER CONSTRUCT ALL IMPROVEMENTS AS INDICATED IN THE /// DRAWINGS AND IN ACGORDANGE WITH THE CITY OF �y/ \ \ R / .r. >a REQUIRED: (JACKSON STREET) ICS' PE IMETER STRIP SEBASTIAN SPECIFICATIONS AND REQUIInEMENTS. ANY 27. PERIMETER = 300' - 351(d/w) = 265' DEVIATION FROM THE PERMITTED LANDSCAPE PLAN MUST t ;�; ` s CANOPY TREES: 265 LF X 5 TRE=5 / 100 LF = 14 TREES BE APPROVED BY PRIOR TO CONSTRUCTION. 4 UNDER5TORY TREES: 265 LF X 6 TREES / 100 LF = 165 TREES rn I = � ;`'` ¢w 4 SHRUBS: CONTINUOUS 36" TALL HWc-7E - 24" O.G. (1331 SHRUBS) 2. LANDSCAPE AND IRRIGATION CONTRACTOR 15 a . � y RESPONSIBLE FOR LOCATING ALL UNDERGROUND t yr r / / / / / ?3 '`rt r,. s T PERIMETER UTILITIES FROM THE GENERAL CONTRACTOR. y o-, EAST / / / 4. t\ ti �. �` ' ' ' \ ';`'. \ <,�, REQUIRED: (U.S. HIGHWAY #I) 10' PERIMETER STRIP LANDSCAPE AND IRRIGATION CONTRACTOR WILL BE loo, - 28'(d/w) = 30q HELD RESPONSIBLE FOR DAMAGE TO ANY UTILITY PERIMETER 337' TREES 100 LF = Ib TREES ACCURATELY LOCATED BY THE `. R ✓ Q� \ CANOPY TREE 30q LF X 6 TREES 100 LF = iq TREES / .THAT HAS BEEN R / GENERAL CONTRACTOR. -'s� \ " 6" TALL HEDGE - 24" O.G. (155 5HRU55) 3. IRRIGATION SYSTEM SHALL MEET THE CRITERIA OF T ,,.. SHRUBS• CONTINUOUS US 3 AL �/ N NUO \ \ / , ✓,��/� . � / / r"•' / /-�""�'' � \ ��SOUTH PERIMETER ":" .: THE CITY OF SEBASTIAN LAND DEVELOPMENT GODS CRAPHIC GRAPHICS / -- 4 . - \\ CONFORM ALE REQUIRED: 10 PERIMETER STRIP 4 ALL PLANT MATERIAL USED WILL GO M TO F R _ I = 1 THE STANDARDS FOR FLORIDA #I GR,4DE. <...,= T,2, .. 2.,. so o is so so PERIMETER 152 - 30 (d/w) + l25 + 170 417 1, ca' �// / / // r' ',' \ �' ; • "° •� 1 ' r,. CANOPY TREES: 417 LF X 5 TREES / 100 LF = 21 TREES 5. AT MINIMUM, TREE SPECIES HEIGI lT SHALL BE AS / , Yv / ,r,.,--'= \ ._�.... .: ,-'' y �, . ' •'e: UNDERSTORY TREES: 41'1 LF X 6 TREES / 100 LF = 25 TREES SHOWN IN NT SCHEDULE WITH MINIMUM 6' S / / /, P / / / / �� // ``�`,, ' \ " rt '' S\ �s �✓ >'� ', 5HRUBS: CONTINUOUS 36" TALL HEDGE - 24" O.G. 20a SHRUBS LA READ IN FEET) ( ) IMMEDIATELY AFTER PLANTING. %� nil. Rrr r,,.- ,v •r, a 't ~ .!+:r ;c _ \\ ✓O �' \ \ 'l :3 _ + WEST ' d o. nch = 30 ft. 6. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR 5� / t: - , r • PERIMETER �.• r, O �;,r. r Irl 1R�JB HEDGE SHALL+r \ \� ���� •yam \ \ REQUIRED: f0' PERIMETER STRIP MAINTAINING ALL PLANT MATERIAL UNTIL FINAL c�0 y /G�UAL 3`=.I,N HEIGHT MIN. \ PERIMETER = 140' + 45' + 315' - /// AT TIME OF' PLANTING \\ \ \ - O' r ; � 5 ACCEPTANCE O / •c�P ,= " ,F; TREES: 500 LF X 5 TREES 100 LF = 25 TREES NT MATERIAL IS TO BE FERTILIZED J • -�'✓ ALL PLA / CUNDERSTORY TREES: 500 LF X 6 TREES / 100 LF - 30 TREES r, :�`.', PRIOR TO FINAL ACCEPTANCE. J O SHRUBS: CONTINUOUS 36 TALL HEDGE - 24 O.G. (250 SHRUBS) 8. UPON FINAL INSPECTION ANY PLANT MATERIAL A PEREMEIEGANOPY TREES THAT APPEARS TO BE DEFECTIVE OR IN SHOCK WILL 2, a►�Ra� r,,/' �\ UNDERSTORY TREES BE REMOVED AND REPLACED WITH PLANT MATERIAL ,. r; / ,- rF - /, :y '% ^ q0 THAT IS NOT DEFECTIVE PRIOR TO ISSUANCE OF CERTIFICATE Ar^,�• .-';:., � ��� ' PROPOSED `��• - OF OCCUPANCY. r / ;° STANDING 51 �. PARKING AREA INTERIOR AREA LANDSCAPING: �/ a \ q. LAND5GAPING SHALL NOT INTERFERE WITH ,e s �' < 15 5F / SPACE _ ,335 5F HEAD POWE LINE / „ t '- : ^? \ �, =' PLANTING AREA REQUIRED 8q/ SPACES X I RE PUBLIC UTILITY DRAIEASEME OVERHEAD R R S, 3.83' DOOR �j\ \ PLANTING AREA PROP05ED: 2 cI33 5F c I. CANOPY TREES REQUIRED: 8q SPACES X !TREE / 5 SPACES = 18 TREES BLDG. A '� 10. LAN05GAPIN6 SHALL COMPLY WITH CITY OF SEBASTIAN � CANOPY TREES PROP05ED: 16 TREES E SECTIONS AND 54-3-14 8 54-4-21.A.7. ' �` 1 ��\ \ � LAND DEVELOPMENT GOD •. �' - ��„ r2� PARKING AREA TOTALS: 11 ALL LANDSCAPED AREAS SHALL HAVE A PERMANENT r s "' 3.83' DOOR / 33 5 IRRIGATION SYSTEM PER SEBASTIAN LAND DEVELOPMENT �...�,., <1,6 ._. \ 6 2,q F with IS CANOPY TREES 3.33 DOOR ` `�= CODE SECTION 54-3-14.13. IRRIGATION SYSTEM SHALL BE OAK TREES TO / / `. `� =` r- \ \ / BE PRESERVED =, ��` G. OPEN SPACE AREA LAN125CAPI A& DESIGNED BY A CONTRACTOR. IRRIGATION SYSTEM WILL REGUIRE I REQUIRED: 1 CANOPY TREE PER 2poo 5F OPEN SPACE A SEPARATE BUILDING PERMIT FOR THE CITY OF \ \ } _ 6.33' DOOR '�s ��,; • <<; \ \ ` Z AGE = x I TREE / ,000 SF = 26 TREES \ \ \0 • SEBASTIAN ^✓� :? �G \ \ \ PROCEED ONES 5EE PRESERVATION = E. PALATKA HOLLY CANOPIES NOT TO BE SHAPED OR � ( NATION CREDITS BELOW) 22 TREES 12 \ LOLLYPOPPED�� BUT REMAIN A CANOPY TREE TO MEET PEN A O5PGE TOTALS: 20-FOOT CANOPY TREE REQUIREMENT. \ \ \ Com. \ � \, \ '•' \ X 22GANOPYTREES + 4 TREE CREDITS `. \ 3.33' DOOR D. FOUNDATION PLANTINGS: PLANT SCHEDULE V _ BUILDING A: PERIMETER - 311'x 40% = 124.4' CANOPY TREES 1?OPG?5ED WELL` ^ - \ +%r a MP:. TO',-BE-. 5GREENED : �:: \ \y,:- Pno = 12 to 25 = 124.4'x 10 = ,244 5F PLANTING AREA REQUIRED 0 i >� TALL-HEDGE - .--.._.-.' � r,•;"SYM. QTY. NAME REMARKS Y miusrx r . ., TIN NAME BUILDING A• HEIGHTI r Lil X44 ` / 3,032 5F PROPOSED \ ._ait, f REQUIRED: I CANOPY TREE PER 10 LF = 124.4' / 7 = 13 CANOPY TREES 8 LIVEROROLAUREL g- 12' HIGH MIN. Quercus vii iniana a- <- 10 CANOPY TREES PROPOSED 6' SPREAD MIN. >, + HRUEl EDG SHALL Q .> \ OAK Quercus hemisphaerica 0 ' 1 c� REQUIRED: I UNDER5TORY TREE TREE PER 20 LF = 124.4' / 20 = 1 UNDERSTORY TREES \ \ 0 + ' TORY TREES PROPOSED EQ 3 N GHT IN. ' wY�y�'t 12 HIGH MIN. \ •, - F 42 PROPOSED Liquidambar st rociflua , TIME PL NTING` �\ \ -�DE�c y REQUIRED: 3 SHRUBS PER 10 SF PLANTING AREA = 1,244 SF x 3 110 = 3-74 SHRUBS SWEET GUM 6 SPREAD MIN. EXIST PALMS TO REMAIN r - - } y 6 I / 6Ci \\t? ?< 374 SHRUBS PROP05ED 4 COUNT TOWARD WEST ^ t w'- 6.0 OR 29. ` ^4 I 12 PROPOSED ' PERIMETER REQUIREMENTS h. 3.33 DOOR J I 1 2 O 1 HIGH MIN. k BUILDING B: PERIMETER = 3&4'x 40:Y� = 153.6 + RED MAPLE Acer rubrum 6' SPREAD MIN. BUILDING B: HEIGHT =Over 25 = 153.6 x 15 = 2,304 5F PLANTING AREA REQUIRED `^ 12 HIGH MIN. wIJ # + BLDG. B w,,µt r, ' 2,833 5F PROPOSED PROPOSED , 'fir, •'{� PROPOSED FREE �f �` REQUIRED: I CANOPY TREE PER 7 LF = 153.6' / 7 = 22 GANOPY TREES 37 E. PALATKA HOLLY Ilex x ottenuata 6' SPREAD MIN. '! 3.33' DOOR STANDfNG. GIGN U <>,v. ; L ' OT TO BE SHAPED) ' �. r' 18 CANOPY TREES PROPOSED* { ) N D REQUIRED: I UNDER5TORY TREE TREE PER 10 LF = 153.6'/ 10 = 16 UNDER5TORY TREES 6 PROPOSED 12' HIGH MIN. SOUTHERN MAGNOLIA Magnolia grandiflora 16 UNDER5TORY TREES PROPOSED 6 SPREAD MIN. ' V REQUIRED: 3 SHRUBS PER 10 5F PLANTING AREA = 2 04 5F x 3 / 10 = 6q2 5HRUB5 RELOCATE PALMS ,,Y� ,-'_ \ � ' AS SHOWN, 692 SHRUBS PROPOSED EXIST PALMS TO REMAIN ` •� \-_ 19 PROPOSED Juniperus silicicolia 12 HIGH MIN. ' 30 FOUNDATION TOTALS: RED CEDAR 6 SPREAD MIN. 8 COUNT TOWARD WEST:•.• , 8.0' DOOR �: , _' PERIMETER REQUIREMENTS LOG PALM y *35 CANOPY TREES (DEVELOPER REQUESTS A WAIVER FROM SEVEN h) FOUNDATION lam. EXISTING e ; i AS NABILITY) 2 LAUREL OAK Quercus hemisphaerica CALIPERS AS SHOWN CANOPY TREES DUE TO OVERCROWDING PREVENTING LONG TERM GROWTH VI MUHLYG ~ 28 CANOPY TREES (WAIVER) TO REMAIN AS IS (TYP) Z<:. EXIS PALMS TO REMAIN 23 UNDERSTORY TREES u, ' • -r' ; A2 s.., 1,066 SHRUBS ; ' 17 Pinus eNiottii CALIPERS AS SHOWN EXISTING TO BE REMOVED `• ��;% X , TREE PROTECTION / MITIGATION CANOPY TREES: 17 Total (Pines) to be Removed t EXIST. CABBAGE ,G *6 PALM TO BE Sabal palmetto CALIPERS AS SHOWN _. ? a X t \ NOTE: All Sabal Palms to be, relocated on-site as shown z RELOCATED EXIST. 51 I HEDGE/i \ REQUIRED REPLACEMENT: ONE FOR ONE BA515 ` PROPOSED MITIGATED ON-51TE: 17 CANOPY TREES *34 CABBAGE PALM Sabal palmetto CALIPERS AS SHOWN WETLAND SHRUB HEDGE SHALL �CIOMBINE T AL \ LINE EQUAL 3' IN HEIGHT IN. TREE PRESERVATION GRED r y., AT TIME OF PI..AiTIN \ `•,', A TOTAL OF 4 FEE I HEIGHT CREDITS* EXIST. QUEEN PALM DIAMETER OF TREE QUANTITY GREDIT5/TREE TOTAL CREDITS 5 TO REMAIN OR Syagrus romonzoffiana CALIPERS AS SHOWN CORD GRASS \ 311-ba 2 x2 = 4BE RELOCATED ' () AD ` Ns Total 4 (Applied to Open Space) 1 EXIST. QUEEN '� xr }= *ALL 5ABAL PALMS TO BE RELOCATED ON SITE AS SHOWN. PALM RELOCATED Syagrus romanzoffiona CALIPERS AS SHOWN WAX E EXISTING 12 MISCELLANEOUS NSA CALIPERS AS SHOWN �^'PROPOSED WETLAND BUFFER TREE TO BE REMOVED PLANTINGS (SEE BUFFER, In& PLANTING SCHEDULE AT RIGHT)NOTE CABBAGE PALM COUNTS REFER TO CLUSTERS OF 3 ;',„y,HEIGHT of ATTACHMENTUNDERSTORY TREES +r, '2:F,° EQUAL TO 2/3 HEIGHT OF TREE s7�1 1 SILVER , 61 BUTTONWOOD Conocarpus erectus L. 1 CA HIGH \ 12 /'rx V2' m RUBBER HOSE PROPOSED ` oda Myrica cerifera \\\ i ”' '� Y', ' 52 WAX MYRTLE y 1 " CAL.S' HIGH ., ;�:r, SHRUBS 2 STRANDS #12 GALV. HIRE?5Y 4t �\\\ _._.._ l� n, NA VIBURNUM Vburnum obovatum } 1 °s� EARTH SAUCER SEAGRAPE Coccoloba uvifero 36" min HT,• 24" O.C. `sK SURVEYOR FLAGGING SIMPSON S STOPPERI Myrcionthes frograns GON5T. IOOLF 6 FINISH GRADE 456 450 TAPE (WHITE) PVC FENCE ALL OPEN AREAS SHALL BE SODDED (A. BAHIA) a / - MULCH CONxr \ 2 2" 3" OF �'-#fJ�UBHEDGE/BERM CITYTOFCTOR MAY SEBASTAN �ECHNCALDIFY CSTANDARDS ARE IES LIST AS NMET AND MODIFICATION G AS TREE COUNTS D ..-. z c 10 `� ^r "'SHALL COMBINE TO EQUAL I-I III=, IS FIRST APPROVED BY COMMUNITY DEVELOPMENT DEPARTMENT. y . �,,.• A A TOTAL OF 4 FEET IN HEIGHT �1 1 I I=I I I=) I WETLAND BUFFER PLANTING SCHEDULE � � � y I-III- •' =1 I I- ?. SYM. NAME LATIN NAME REMARKS ;III=111=1 I I-1 I 1=1 I1- I= ` _-- ' s,.,<-•?CFO �—III I I PROPOSED ABALL OFT O EARTH MUHLY GRASS Muhlenbergia coplllaris 1 GAL; 3' O.C. DIA. (VARIE5) 2 X \ DIA. PROPOSED i.... a ..� >• CORD GRASS Spartina bakeri 1 GAL., 3 O.C. i\ I /� I TREE PLA y� I �lT I `y�' O DETAIL WAX PROPOSED MYRTLMyrica cerifera 7 GAL.; 10' O.C. N.T.S. M Title to all documents which bear the 9 ASTELLER & OLER INC. LANDSCAPE copyright of Hosteller & M Inca vested ,, DRAwN SH solely n Hosteller & Moleoler, Inc. these PLAN r� DESIGNED SH 1. IlIg116 REVISED PER SEBASTIAN COMMENT LETTER OF 10/28/16 SH/EHM documents are provided to the owner solely n g ;, .' , r f- .® ,���, 111 n "` connection with the project. Any other use 7125116 REVISED BLDG A TO MEDICAL & SEBASTIAN COMMENTS SH EHM or reuse of these documents or any CHECKED EHM M c�oa��a�oa� �ac�aaL��Q� �Q�° reproduction, deploy, sale or other deposition �� � ; l0.2�.; ams a of these documents b anyone is expressly " t DATE X16 7/8/16 ADDED WETLAND BUFFER PLANTINGS PER SJRWMD SH/SEM 1655 27th STREET, SUITE #2 VERO BEACH FLORIDA 32860 y y p y "/441- PATE '# ° f�//° 1 "=30' DATE DESCRIP ION DRIVP ' Moler,t Inc.without consent of MasCop� p& ^j Moler, npursuant to the Federal Copyright ht n SCALE ' (772) 567-5300 FAX (772) 784- I i06 n9NU o - CERTIFICATE OF AUTHORIZATION NUMBER 4204 ^^ nn A93TV SHEET 8 of 12 RE-VIe e � U0@02016 MAS7ELLER & MOLE-R, INC. JIONJ CITY OF SEBASTIAN FLORIDA ° ' EARL H. MASTELLrR;`a- P.E. FL#26658 PeoecTNO.:1549