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Atlantic Boulevard 719 (7) U3 C0 z w > 00 < 00 W W ILL Z U) CONSTRUCTION PLANS FOR WW DUNKIN D, 11:DNUTS ATLANTIC BEACH FLORIDA LO C; C) C:) ce) LO z 06 REVIEWED reventiOn Div- nVille Fire P JacksO -j W MM 0 Z006 z 121� 0 EXCEPTIONS 1442-11"" - EXCEPTIONS AS NOTED SHEET#-------- 6j, Prepared by : APPROVED OF ATLANTIC BEACH OU11.01NO orfr1rtZ MAY 0 12006 N Z ' 0 d 0 � OURr 0 Z =) RIDDL " MILLS & DY R u IN 1� W U) 1 Ity of Atl z C antic Beach Planning and Zoning Department 0 0 cl� 0 This approval verifies compliance with applicable zoning, subdivision and other local land development regulations, but does not constitute (9 0 a Z U- pproval for the Issuance of permits. Compliance with Florida Building Code.and all other applicable local, State and Federalipermitting requirements W W must be verified by 4ss ainature of the City of Atlantic LLJ o Consulting Engi-neerso 'g Off , Beach Building 0 al prior to the f a iL z Building Permit. LU APprMoved By. om ty z W M yelopment Irecto Lij I � � I I . .. . I . � : i i . I T i . : . � I I I I . � - . . � � I I � I i I . ��: .: . �11 I;1,11: I . - - . . 1. I I I I . ,4 `I-,-�I ,�..,,I'- �, . , 1, I _ .� . ., � �',,_�"'..11�.., � � ; . . , I APPROX. APPROXIMATE LT. LEFT � : _� ��',�;l �1,o� iti �Jty__" �11_4:,�...... ."I�1'1. . ; ,�I � I � � I I %�,,� _�. , '_ - ___l ,.��, .1, .. I . ,"., 1.�,11 I 1� , ,� ......I'll-4 ., �__, _ ., I", .� ,� 11 1�� I z";?w ��- - � , , ".I- i i.1 t;,'� I . � ,� - I � ., __ 11-1 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR , 1; � I - - 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO FAMILIARIZE :1 1( �4, ".�.�,., INSURING THAT ALL lk �l- - -i", 1, I _"., �:, �.�, � ; 4 ,; , . AVE. AVENUE M.H. MANHOLE I ,i . 4,9104t... .- , - _� �; . I . � , � . HIMSELF WITH THE FIELD CONDITIONS. PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED.THESE PERMITS 5"', � , � ... � . .. �l " ,.� , iI I � 11 . 0 �� I �, I ,�. ,. .. I . ASPH. ASPHALT M.J. MECHANICAL JOINT 2. BOUNDARY AND RIGHT-OF-WAY INFORMATION PREPARED FROM OWNER SHALL INCLUDE, BUT NOT BE LIMITED TO,DEP CONSTRUCTION PERMITS, . INDEX TO DRAWINGS � :." ...". '. 111. lu I-- ..- 0-4;, . , COUNTY AND F.D.O.T. RIGHT-OF WAY PERMITS. _� . 41 -4 . 0 i ol . ! :rz j-_%_ -.g.q SUPPLIED'DRAWINGS. : I � *w � te %u � 00 � 18. A HORIZONTAL SEPARATION OF 10-FEET(MIN.)SHALL BE MAINTAINED . N,.- ul ,- Oct I 1� q BASE LINE MAX. MAXIMUM 3. IN ACCORDANCE WITH THE GENERAL CONDITIONS, IT SHALL BE THE SOLE oce`.':;-.- I , .I RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, I BETWEEN PARALLEL WATER AND SEWER LINES,WHERE WATER AND I cl ..w i a- .. STRUCTURES AND OBSTRUCTIONS BOTH ABOVE AND BELOW THE GROUND SEWER LINES CROSS, 18-INCHES OF VERTICAL CLEARANCE SHALL BE , 0 -i . 'io .I . . � . tu .ILL . BUTTERFLY VALVE MIN. MINIMUM . "... . �� I B.V. SURFACE.1 ALL DAMAGE RESULTING FROM THE CONTRACTORS FAILURE TO MAINTAINED. WHERE WATER AND SEWER LINES CROSS AND 18"CAN NOT , . a- I .. ..: 1� lit . I . . \I,��\7�.`.. . li� I .. .�,, . COMPLY SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. NOT BE MAINTAINED,A 20 L.F.SECTION OF DUCTILE IRON PIPE SHALL BE .I . �4 m �, 7�.�.,�4' .'. - . ' .' "� . 4. CONTRACTOR SHALL VERIFY AND PROTECT EXISTING TREES DESIGNATED ......�, - 4,-' NP �11 . B.M. BENCH MARK M.E.S. MITERED END SECTION i CENTERED AT THE POINT OF CROSSING. THIS SITUATION MAY OR MAY . " -'.0 "-.� � � NOT BE NOTED ON THE DESIGN DRAWINGS IN EACH CASE. ANY DEVIATIONS NQ 1, - 11 I ,� B&C BOX&COVER MECH. MECHANICAL TO BE SAVED. HAND DIGGING IS REQUIRED IN AREAS WHERE TREES ARE '3��.�; , ..." � ! FROM THESE MINIMUMS MUST BE APPROVED IN WRITING BY THE ENGINEER. �� ,� �, .,. LOCATED.' THE CONTRACTOR SHALL NOT REMOVE OR DAMAGE ANY TREES L".--.. I . BLVD. BOULEVARD N.I.C. NOT IN CONTRACT WITHOUT APPROVAL. 19. SHOP DRAWING SUBMITTALS REQUIRED FOR ALL CONSTRUCTION I I SHEET NUMBER DRAWING NUMBER DESCRIPTION �_ � I . i - MATERIALS AS REQUIRED BY THE SPECIFICATIONS. ! : m I . 5. STATIONING SHOWN ON THE DRAWINGS REFERS TO BASE LINE � . V) �. . C.I. CASTIRON N.T.S. NOT TO SCALE INFORMATION ONLY AND DOES NOT NECESSARILY REFLECT THE CENTER 20. WATER SUPPLY FACILITIES AND PIPES SHALL BE INSTALLED,CLEANED, 1 - R SHEET LINE OF RI I GHT-OF-WAY. DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN � z I C.M.P. CORRUGATED METAL PIPE NO. NUMBER 6. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN COUNTY AND ACCORDANCE WITH THE LATEST APPLICABLE AWWA STANDARDS. 1 � z 0 F.D.O.T. RIGHT-OF-WAY WITH THE APPROPRIATE AGENCY.THE CONTRACTOR 21. THE CONTRACTOR SHALL SUBMIT ONE SET OF MYLAR AS-BUILT DRAWINGS 2 1-1 INDEX TO DRAWINGS, GENERAL NOTES AND LEGEND 0 f- . I C.O. CLFANOUT IZ PROPERTY LINE SHALE-ADHERE TO EACH AGENCY'S REQUIREMENTS FOR MAINTENANCE OF PRIOR TO THE PRE-FINAL INSPECTION. IF THE RECORD DRAWINGS ARE . TRAFFIC AND METHOD OF CONSTRUCTION AND REPAIRS. DETERMINED TO BE COMPLETE,A PRE-FINAL INSPECTION WILL BE 1 . 0- . I ctf C.V. CHECK VALVE P.V. PLUG VALVE 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED AND SCHEDULED. THE ENGINEER WILL MAKE A PRE-FINAL INSPECTION WITH . - 0 � MULCHED ACCORDING TO THE SPECIFICATIONS. THE OWNER AND THE CONTRACTOR AND WILL NOTIFY THE CONTRACTOR IN 3 EX-1 EXISTING SURVEY PRE-DEVELOPMENT DRAINAGE MAP cf) . . : Ld CON. CONCENTRIC P.P. POWER POLE WRITING OF ALL PARTICULARS IN WHICH THIS INSPECTION REVEALS THAT U) 0 . 8. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE PLANS THE WORK IS INCOMPLETE OR DEFECTIVE.THE CONTRACTOR SHALL TAKE CONC. CONCRETE PVC POLYVINYL CHLORIDE AND WITH'ST.JOHNS COUNTY STANDARDS AND SPECIFICATIONS. SUCH MEASURES AS NECESSARY TO REMEDY SUCH DEFICIENCIES THAT 4 . GE-1 GEOMETRY, SIGNING AND MARKING PLAN 9. SHOULD THE SURFACE OR SUBSURFACE CONDITIONS VARY FROM WHAT IS MUST BE CORRECTED BEFORE A FINAL INSPECTION WILL BE SCHEDULED. - : I � CULV. CULVERT PVMT PAVEMENT SHOWN ON THESE PLANS,THE CONTRACTOR SHALL IMMEDIATELY NOTIFY 22. BEFORE A FINAL INSPECTION WILL BE SCHEDULED THE ENGINEER MUST THE ENGINEER. APPROVE THE MYLAR RECORD DRAWINGS SUBMITTED BY THE CONTRACTOR. 5 PDA PAVING AND DRAINAGE PLAN > .. . I i w . q RCP REINFORCED CONCRETE PIPE .10. ALL ELEVATIONS SHOWN ARE IN FEET AND ARE BASED UPON N.G.V.D. 23. ALL UNDERGROUND UTILITY COMPANIES SHALL BE CONTACTED AT LEAST I U.S.C.&G�S. 1929)DATUM. 48-HOURS PRIOR TO COMMENCING CONSTRUCTION. w < . i � i 6 WS-1 WATER AND SEWER PLAN 0 . . CONST. CONSTRUCT/ CONSTRUCTION RD. ROAD 11. CONI RAC11 OR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT-LADEN 24. SEWER FORCE MAIN FITTINGS SHALL BE D.I.(CL-51)POLY-LINED OR : RUNOFF RESULTING FROM STORM EVENTS DURING THE CONSTRUCTION EPDXY-LINED.ALL LINED FIT`TINGS TO BE QUALITY TESTED FOR DEFECTS, � 0� D/W DRIVEWAY RT. RIGHT PHASE. EROSION CONTROL FACILITIES SHOULD BE INSTALLED EARLY INCLUDING HOLIDAYS,PRIOR TO INSTALLATION.(UNLESS OTHERWISE I DURING THE CONSTRUCTION PERIOD SO AS TO PREVENT THE TRANSPORT SPECIFIED.) 1 7 SWPPP_l STORMWATER POLLUTION PREVENTION PLAN �zd i OF SEDIMENT INTO SURFACE WATERS.RE-VEGETATION AND STABILIZATION . � - D.I. DUCTILE IRON R/ W RIGHT-OF-WAY OF DISTURBED AREAS SHOULD BE ACCOMPLISHED AS SOON AS POSSIBLE 25. FORCE MAINS ARE TO BE FLUSHED AND PRESSURE TESTED IN ACCORDANCE � I I . TO REDUCE THE POTENTIAL FOR FURTHER SOIL EROSION.(IN ACCORDANCE WITH SPECIFICATIONS. I : 8 SWPPP-2 I STORMWATER POLLUTION PREVENTION PLAN NOTES I., I . EL./ ELEV. ELEVATION RED. WITH CHAPTER 17-3, FLA.ADMIN.CODE) 1 126. PAVEMENT AND CONCRETE SHALL BE REPAIRED PER DETAILS AS NOTED : . � I � ! 12. CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING CONCRETE ON THE DESIGN DRAWINGS.THE CONTRACTOR SHALL MINIMIZE AREA OF - . I ESMT. EASEMENT I REC'D. RECEIVED ORwoobUTILITY POLES DURING CONSTRUCTION. REMOVAL PAYMENT SHALL BE BASED ON THE AREA NECESSARY FOR 1:1 9 SWPPP-3 STORMWATER POLLUTION PREVENTION PLAN N i TRENCH SIDE SLOPE ABOVE CROWN OF PIPE. 5-: �_: I .. . 13. ALL:DRIVEWAYS AND ROADS SHALL BE RETURNED TO ORIGINAL CONDITION I . . E.O.P. EDGE OF PAVEMENT REQ'D. REQUIRED I CONTRACTOR'S CERTIFICATION m .. m . AFTER CONSTRUCTION, UNLESS OTHERWISE NOTED. 27. THE CONTRACTOR SHALL DETERMINE THE LOCATION AND ELEVATION OF . >_ _jj?I I ALL EXISTING UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNING 0 m 0 . F.H. FIRE HYDRANT STA. STATION 14. MINIMUM COVER OVER STORMWATER,WATER AND SEWER PIPES SHALL CONSTRUCTION. I I L;3 Uj w ui BE 36"IN UNPAVED AREAS AND IN PAVED AREAS, UNLESS OTHERWISE I I � I z �: z y 28. GRADES SHOWN ON PLANS ARE EDGE OF PAVEMENT FINISHED GRADES 10 D-1 PAVING AND DRAINAGE DETAILS _1 F.: 2 39: ca 0 I . FLG. FLANGE/ FLANGED SO.BEL.TEL. SOUTHERN BELL TELEPHONE NOTED. I UNLESS OTHERWISE NOTED. i - . I < . (n LL < co Ld � i . I 0 z Ld o Of a: I . 15. PIPE JOINT DEFLECTION, NOT ALLOWED 29. WATER AND SEWER SHOP DKAVVlNU,-5tlALL BE SUBMITTED TO THE 1 . (n 0 0 -1) 0 . FIG. FIGURE sm SIDE WALK I ENGINEER OF RECORD FOR REVIEW AND APPROVAL.THE ENGINEER 1 1 D-2 PAVING AND DRAINAGE DETAILS � I . 16. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO EMPLOY � A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA,TO WILL THEN SUBMIT A MINIMUM OF 2 COPIES TO SJCUD FOR REVIEW PRIOR I z F.M. FORCE MAIN ST. STREET REFERENCE AND MAINTAIN ALL SURVEY MARKERS AND BENCH MARKS. TO SCHEDULING THE REQUIRED PRE-CONSTRUCTION CONFERENCE � . ' . THE CONTRACTOR SHALL ALSO PERFORM RECORD DRAWING 30. SJCUD TO BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANY CONNECTIONS, 12 D-3 PAVING AND DRAINAGE DETAILS C6 1 F.P.L. FLORIDA POWER&LIGHT STL. STEEL PREPARATION FOR CERTIFICATION PURPOSES. � I - - . � FLUSHINGS, PRESSURE TEST, ETC. I � (D cn . I I I GALV. GALVANIZED TELE BOX TELEPHONE BOX i 13 D-4 WATER AND SEWER DETAILS z Ld � i � I . . � , - W 0 0 . . - G.V. GATE VALVE TYR TYPICAL � � I z . I . 3: i-- Ld I � 14 LS-1 LANDSCAPE PLAN 0 z Of . � . . � ! : Lij � H.W. HEAD WALL W.M. WATER METER I < w Ll- � : Ld . : z I Qf : fl� (9 0- � I.P. IRON PIPE . W/ WITH I I . C) _j W i : LLI � \ei I i INV. INVERT _j � . i I < � . o � �_ i I- - � . .. I I JT. I JOINT � I - -- � � �- W 0 cn . I .1 : w . � - I I , z I-_ . . . ' xz 0 . ABBREVIATIONS - � � GENERALNOTES INDEX TO DRAWINGS w w < z - I � I - 0 ,_ - 0 (D z < I � z U) i . - z � -OHE . EXISTING OVERHEAD ELECTRIC TRANSMISSION LINE . , 0 .1 - , 0 .. I I . - i z ,. ; : w . ! UGE EXISTING UNDERGROUND ELECTRIC LINE. � I I ; . I : m . . I � i 0 .. . . . -G EXISTING UNDERGROUND GAS LINE : I � I . � i U) CD Ili? . ! I . i � w E-4 -C!4 z . i � = UGT EXISTING UNDERGROUND TELEPHONE LINE I a )--A §E I I � rmf �::) = < . ..................___ I.-I.--.111-1-11-....�.. ��:;��;.. ; l ..�- .. . w '"', . -... - �� , : � � _q , ... .. ......... :111.� �I , ..�.........I.". � :::�J.�...I——. ....... � :,. ,. __ 1�11 1, � ........... .1 . ... .. ... . :.. . . .. ...... -.1 . � I - ::...:l;l 6" .. ......:�..... ..........:�:_ I...I.....I...I 1. ...... r�.�, %.. .1. , I � - - . . ....�.� I -� I - _.:_....._......... 11 .1 i� -11 I I �., ,:I I I.I... 11 �. --� �.-I- ::::_:�: �,�.-. ....�. -, 1 I �MQzrpt imb.of-Alantlo Beg �, �: ;'I',1, . . �- � i - -�: 't., :k,I ; `,�;'. � �: I ............ ..".... -.1......I � - .. . � -:F:.: :::.:::.:::::� . .. EXISTING SEWER LINE .Y... : : : :::::::1. .-::: I . . : ...."..,....... - , , I 11 I I I I . .. : .l . I ::.::......-.............. - . " , � _� : � .. - I � � � ........�..........�, , -, � I . - - � :.�_. q"� mer,field'' _:,�.,I 11 1-� -, �...; ; � : j ': . ,�� I-�jl L I ... :.:�: :_'l-,:::.:::::::::::::.!- :.:::::::::.: _ . ...�.. ::: .: :�::�:: I.:,;: ;� :�::�::: .......I. t ... :.�:;;.�- t i 91-1 vul 1.�,� � : '. 1� ;c � . 11; - � ., ,- . . .' ::: .....I. ;�, 1� ..... , � m �;, ,.�� P ,;,:�� ;,:.." '. .:;.,�............�.......".�� I , I I L��., D , I :I. ',, I-"� C ....... .i ::,��".. :�: �tl��;, 1, , I I I'll . ...... - V , :,t;..t,_. m .........I �. . ::.::!,!..:: ;�:_ , . ! ;��,: �- .". �,;�',,i�l'��,�,.;_,i:m, � __ �� f , , �',,�� , =� t3i . , : ,.:: .,jj,.!. �z, -....... ,%: :::!::.::: ... _ �,lx. ;: _ ... L 11�., ;�- F- 1.11..... ::'. :X::.�!:, - '�.- w � L :-41 .l.....11, 4 �,I'!�':', I - ,�., -,:,� ,,.� -, .�-��i,� ` �,, P14 " �,,��, , -,�"-,� , - . � , - . �........I....-...1.�... -� , , - . 6 .::� I................,.....� I ....... "Ll _�_ 1. . - �;��;, ". - . ,. � . .." .. 1 -,j, ,,�.!,I . . � , ), :,�,, , , , , I I "ll ::�� . . ....� , r �� ,,��_ ,��! , ___, :: �__ I e.l - �� i�,,�, ,.:,Tr:zs�;_ , . I .. �� :� o��l_,�;i7-�,;,iz : -ti-,- SS NEW SEWER LINE �� .....- - :::,: . I I 'lf,'�i , . , "...:1 - , ,il! , ,,�,� :�'�,,i�, ,, U W � ............ `I: I I........ .....I- . - .I I .1 ". iL,j,I-: � .!�, ( " -,", ��l .... 1-1.....'........,.....-.1 , I �. i - I , I .1...-...........--.11� � � � ..: F � , 1: I I ............ .__....:: ,...'"'. . - , '*�:; �K�.�.V,�"i...�T'�,f:� � �o 11 - - � 1�i'l -!4 _j : :-1-1-1, I.- �� - - ::�:: I � . " � : I �A ',i :,� f� �_ . ... .....-Ill-.......% I...... . - . ; ,�_ i I* . .".. - --.11.",....: ; : - . ..." .- �, , , - 1 - 1 I - :- - 1:- ..... - - . ollo�,anh Uh=h::':��:::: ..1. � I�, . ;!� I" I... 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I - ,. �- ,� -i, . �, � I WL; ,�'L " ,.�t ,� ,� �li,��,��_j�"'," �� -��, � ��,i%.-T i�, �,�!) ,-, 1 � - , _ _ _.,;" :-��t:!-�,��_-�;,�I:_� ,F...i�, , ", ,� I �,_ p! , -J;!�!7 � � � ,;, �-�i�� "," � - :.! k�:,:�.�xx I ,� I , , � I -��, � , � � .......1. .1 EXISTING WATER MAIN * * .. p �:. � �!: : __ L� - ,. :!�:�i:i� 1_1 . :,,_��,�,��,:��, - c_ -., ii, u �?�r U) 7-�**�.9-�,.- � � ��: !:!�:�i:i� 1. I I I i, � _:,�,�,�:�, , , , !�i!��,i'.`,'_��i__ ��:�! - �.,�,' ...................... .... r. ............ t Z ,. �, ,"�n_ p! � _�116'_ -_:!�%�,,�;_�,:�; �,,��'l��;,� .,�,;��,�,_-,,�,��:.��, , ! ,:�,�,!�,�_ ;�_'IiT,1.1�,�' - - : i:��t*k: lv� ......11.......... , 1, ��,�,,.�; ;�.�i!�! - �D I . F_ "-.11- . - ,��!,��-; ,g�,.�� I....I....... 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I - - I � I I I ALTA/ACSM LAND TITLE SURVEY MAP SHOWING BOUNDARY AND TOPOGRAPHIC SURVEY OF 0 DUNKIN' DONUTS ATLANTIC BEACH, FLORIDA A PART OF CASTRO-Y-FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST IN THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, COMMENCING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD WITH THE EAST LINE OF SAID SECTION 381 THENCE RUN SOUTH 89^13'58' WEST, AND ALONG THE NORTH RIGHT-OF- WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 210,20 FEET TO THE POINT OF BEGINNINGJ THENCE RUN NORTH 07^16'02' WEST AND PARALLEL TO THE EAST LINE OF SAID SECTION 38, A DISTANCE OF -OF-WAY LINE OF GRAPHIC SCALE 150,00 FEETj THENCE RUN SOUTH 89^13'58' WEST AND PARALLEL TO THE NORTH RIGHT ATLANTIC BOULEVARD, A DISTANCE OF 150,00 FEETj THENCE RUN SOUTH 07^16'02' EAST AND PARALLEL TO THE EAST LINE OF SAID SECTION 38, A DISTANCE OF 150,00 FEET TO THE NORTH RIGHT-OF-WAY LINE 20 0 10 20 40 80 OF ATLANTIC BOULEVARDj THENCE RUN NORTH 89-13'58' EAST AND ALONG THE NORTH RIGHT-OF-WAY LINE U) M OF ATLANTIC BOULEVARD, A DISTANCE OF 150,00 FEET TO THE POINT OF BEGINNING, CONTAINING O�51 ACRES MORE OR LESS. FIRE HYDRANT IN FEET z z BENCH MARK 1 1 inch 20 ft. 0 BOX CUT ON TOP AT NOSE 0 A TLANTIC - PENMAN LLC OF CONC CURB FOR GRASS RE NO. 171363-0000 PARKING ISLAND I O.R.B. 10769, PACE 22,73 ELEVATION = 13.22 j 4` SHOPPING CENTER Ln w 12J0 Cf) 11.93 IA 13.61 10'PALM ASPHALT PAVEMENT 13,116 5' IA�., Ile PALM �1110 1 12 SHRUB CON S ILLWAY VICINITY MAP > ON FOUND 112' IR PIPE-WITNE�S w 13.44 LB 7 119'1 W., 2'PAL Ljj < /2' IRON I FOUND 1 13.45 12.97 i� 12.06 PIPE LB3857 12.99 13.27 z� 11.941� 12.74 13 PROJECT 1��8 'PALM q, 12'PALM 13�.48 5 13.65 12.08 LOCATION S 89^13'58' W 150.00' SET /2 REBAR z 'PALM V) i2'PALM 2 WITH C P LB6739 13.18 2,6 12.13 12.69 13.06 11.89 tj 13.07 328 6N TDIA,SHRUB 13,19 13.31 ASPHALT PAVEMENT 12'PALM C= 12.90 OVER PROPERTY LINE �2) WM 12'PALM 1320 iO'PALM 12.74 UY ANCHOR 0 M TO JACKSONVILLE M 20' REAR BUILDING SETBACK LINE 10'PALM 0 M 0 8'PALM w w ATLA NTIC BOULEVARD z 0 z 2 _j 0 C��22� w 04 P < F/j < Ld Ld cl� 0 SPOT ELEVATION LEGEND YRTLE -13 0 0 0 2'2'2' PROPOSED PAVEMENT ELEVATION 0 12.19 CRAPE jolX101CONC LP 11.96 MYRTLE PROPOSED SIDEWALK ELEVATION �1� �4 , >- Z Cz 3.50 UJ UJ 0- PROPOSED TOP OF WALL ELEVATION w 3.06 a� 0 RA E > 75; < Ic�V2� My TL V) MYRTLE z 11.65 EXISTING SURVEYED ELEVATION �0 C:) i�j w CL ASPHALT PAVEMENT rri C3 w 0 LL_ 0 w 9N Of EXISTING INTERPOLATED ELEVATION Tc= L=227' 2�P2� 1217 CD Ir- _j (D (4 CR R) VACANT LOT MYRTLE UJ w PROPOSED DRAINAGE FLOW 0.51 ACRES rn V) w 0 z > Z UARE FEET r- Cfl W 23,315 SQ w D,R,B, 10962, PAGE 1988 CRAPE C51 MYRTLEJ U) 0 w z 0 CD 13,49 C� 0 z I < 13.03 1? w 2'2'2' 0 CL CRAPE rl U) MYRTLE n n z 12'PALM PR 0 lit 12'PALM E - 1 14 V) 0 C3 z 13.Oz 5�1A�C .� Z w 13.30-/ 12, 00 0 12.84 u ASPHALT PAVEMENT 18'PALM A PHALT PAVEMENT 11.47 A/ 0 11.21 METAL & PLASTIC SIGN ER PROPERTY LINE 0 z .(NORTH BEACH) 11.43 E-4 1 12.93 1.5' 20' FRONT BUILDING SETBACK LINE 12.49 1316 STORM MH CRAP STO 2'METAL AS < 12.97 12.74 ON LINE, VENT PIP 12.45 MYRT SIDEWALK TOP 11.39 11.40 V) 12.83 13 OVER LINE 0.4' 1P E INV, 7,45 11.49 11.03 12.33 24'X24'CONC PP S INV, 7.37 il.16 FOUND NAIL & 12,58 WITH STREET LIGHT 12 10.95 210,2'(DEED) 1 10,93 209 53'(FIELD) z DISK LB3857 ON PROPERTY LINE — CONC, SIDEWALK OHE S 89^13'58# W 0 _j OHE 15'RCP 0-4 pq < Itr I- E-1 125.92' —9 F 11.55 96,3' pq GRASS -16 IN;, I u 1-4 Cf) \-NORTHERLY RIGHT OF WAY LINE -IP �CO"�'RAMP U F__ 150.00' NC CONC RAMP CONC RAMP N 89�13'58" F-1 0 CURBINLET E- z Z-EDGE OF ASPHALT PAVEMENT 11.39 25 z C-) TOP 11.41 0 CONCRETE CURB 11.02 z 11.73 GRATE W-90 POINT OF BEGINNING LEGEND: SET NAIL & DISK, 11.34 THROAT 10.44 6 SET NAIL & DISK, POINT OF REFERENCE NO, LB6739 IN FOUND 1/2' IRON CONCRETE WALK ATT, NTIC BOULEVARD NO, LB6739 IN E CAP SMASHED CONCRETE WALK PIP CONC. CONCRETE NO. 10 INV. INVERT ELEVATION �_JIATE ROAD LP LIGHT POLE MH MANHOLE 10 0, Rlw) OHE AERIAL POWER LINE BENCH MARK O,R,B. OFFICIAL RECORDS BOOK BOX CUT ON TOP AT NOSE OF RCP REINFORCED CONCRETE PIPE CONC CURB FOR MEDIAN ISLAND co WM WATER,METER (n C', ELEVATION 12.69 008 CD Z FW- p I Lu C� F- F to C� < Z O;z -tit cloc LL L_Lj�� 0 LLj Sl U) z Lu > _j C0 w U) cc LU Lu UA Z Z NOTES1 (0 cn 1, BEARINGS SHOWN HEREON BASED ON OFFICIAL RECORDS BOOK 10962, PAGE 1988, WITH co UA LL u THE NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD HAVING A BEARING OF UA .0 >j NORTH 89A 13'58' EAST. K 02 3 M to 0 M Z L) C6 10LU L100 FIRE HYDRANT z 2. THIS SURVEY WAS PERFORMED BASED ON TITLE INSURANCE COMMITMENT NO, FA-C-207702, a:Ld 0) ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, WITH AN EFFECTIVE DATE OF 0:1, 5: DECEMBER 12, 2005, co 0 3. IMPROVEMENTS LOCATED ONLY AS SHOWN HEREON, ONLY ABOVE GROUND INDICATORS To :;t U) . �d z BELOW GROUND UTILITIES WERE LOCATED, OTHER UTILITIES MAY BE PRESENT ALTHOUGH I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM 0 NOT SHOWN HEREON. TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD F_ C0 Inf rastructure OF SURVEYORS AND MAPPERS PURSUANT TO CHAPTER 472.027 4. THE ABOVE DESCRIBED LANDS LIE IN UNSHADED FLOOD ZONE 'X" WHICH IS AN AREA DETERMINED OF THE FLORIDA STATUTES, AND 61C17-6 OF THE FLORIDA TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN, ACCORDING TO COMMUNITY-PANEL NUMBER 120075- ADMINISTRATIVE CODE. WELL-IDENTIFIED FEATURES IN THIS z 0001 D OF THE FLOOD INSURANCE RATE MAPS FOR THE CITY OF ATLANTIC BEACH, FLORIDA, DATED Environment APRIL 17, 1989, TO, FIRST AMERICAN TITLE INSURANCE COMPANY SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED 0 Bul(dings HORIZONTAL POSITIONAL ACCURACY OF 0.1 FEET. DRAWING 5. ELEVATONS HEREON SHOWN THUS: 12,02 BASED ON NATIONAL GEODETIC VERTICAL DATUM OF lc)2,). THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY [IN WHICH IT IS BASED, WERE MADE IN ACCORDANCE WITH 'MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM 0 ORIGINATING BENCH MARK USED IS A RAILROAD SPIKE FOUND IN A 15' PINE TREE LOCATED 66.8 EX-1 0� U- FEET EAST OF THE CENTERLINE OF SEMINOLE ROAD AND 28A FEET SOUTH OF THE CENTERLINE LAND TITLE SURVEYS,' JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, CARL J. SCHELLHASE FLA. P.S.M. CERT. NO. LS 5021 OF SEASPRAY AVENUE, ELEVATION = 12.250' N.G.V.D. (29). AND INCLUDES ITEMS 1 - 6, 8, 11(a), 13 AND 14 OF TABLE A THEREOF. PURSUANT 3 OF ARCADIS am, Inc. 14 TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE BRENDA D. CATONE FLA. P.S.M. CERT. NO. LS 5447 Ld 6. THE ZONING DESIGNATION FOR THE ABOVE DESCRIBED LANDS IS COMMERCIAL GENERAL/ ATLANTIC DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS 1650 Pruclentlal DrIve,Sulte 400-Jacksonville,Ftorlda 32207- DATE: FIELD JANUARY 27, 2006 SIGNED FEBRUARY 16, 2006 BEACH (ACG), ACCORDING TO THE CITY OF ATLANTIC BEACH, THE BUILDING HEIGHT IS RESTRICTED WERE MADE IN ACCORDANCE WITH THE 'MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR (904)721-2991-Faxi(904)861-2450 TO 35 FEET OR LESS, AND THE BUILDING SETBACK REQUIREMENTS ARE 20 FEET FOR THE FRONT AND SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS,, FL Certlflcatlon Number:EB 7917 LC 0269 LB 7062 SCALE: 1'=20' APRIL, 2006 REAR YARDS, AND 10 FEET FOR THE SIDE YARD. bi N DATED, FEBRUARY 16, 2006 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER PROJECT NO.: 11241 03-EX-1.dwa -lit 0 z -T TH C P )0 A ji 70! kt- Q C11 CON IVE PROPOSED DRIVEWAY 'd" GRAPHIC SCALE 7 5'PERIMETER BUFFER 20 0 10 20 40 80 U) 20'BUILDING SETBACK IN FEET z 1 inch 20 ft. 0 0 ;0 Ld 0 0 C/) M > < m LLJ < LLJ roE� OPAQUE SCREENING DUMPSTER 0 36' 0 3- CD LOADING AREA M 0 M L'i Ld LLJ Cq Z C) z y 0 < (n < 0 Ld x ME z < —i Ld Z C) z Ld HANDICAP WITH ADA DETECTABLE FLUM: CG LLI LL- SURFACE(TYP.) FLOOD ZONE: U) z Ld ZONING: CG 1 10, 10, 4- 1 30' 6- 20' 24' 20' Ld MIN.BLDG.SETBACKS FRONT =20 FEET < =10 FEET F- LU SIDE U- REAR =20 FEET (n w MAX.BLDG.HEIGHT =35 FEET LU 'lit 0 z PROJECT AREA =22,355 SQ.FT.(0.51 Ac.) 0 BLDG.SQ.FT. = 2,070 SQ.FT.(0.05 Ac.) DUNKIN'S DONUTS w z z PAVERS MAX.IMPERVIOUS(70%) =15,649 SQ.FT.(0.36 Ac.) < 36, x 69 (TYP.OF 5) TOTAL IMP.AREA CONST.(70%) =15,567SQ.FT.(0.36Ac.) Cr) 1 0 z co PARKING REQUIRED 0 1 STORY�STRUCTURE ' U) 1 SPACE PER 4 SEATS = 7 SPACES MAX HEIGHT 35 1 SPACE PER 2 EMPLOYEES = 3 SPACES LLJ FFE 14.20 1 HANDICAP SPACES REQUIRED = I SPACES \\L HANDICAP PARKING in RANG TOTAL SPACES REQUIRED =11 SPACES SYMBOL AND SIGN PARKING PROVIDED —I I F- CD LU C(- E--i z Lu PARKING SPACES PROVIDED =14 SPACES 0 CD HANDICAP SPACES PROVIDED = 1 SPACES < TOTAL SPACES PROVIDED =15SPACES U 1-4 in PC4 WHEELSTOP (TYP.OF 6) P4 CD < 0 V) 0 E- E- z z 0 E- w z 24' co x Lu lit CD LLI ADA DETECTABLE us F SURFACE(TYP.OF 3) F- CO C� :s 04 LL 0 ZZ GROUND SIGN PER 20'BUILDING SETBACK DUNKINDONUTS&COAB 10'LANDSCAPE BUFFER z REQUIREMENTS >- UZI > 5'PERIMETER BUFFER CC Z LU to Inc F,- >j z 101' I - UA z 8 UZ)U.C; =La City of-Ait tFantle Planning and Zoning Department >z 61 WIDE PEDESTRIAN 0 Thts approval verifies compliance VAl licable �2 SIDEWALK TO CONNECT Zoning, subdivision and other h all z local land 0 0 TO EXISTING SIDEWALK development regulations, but does not conStItute 8B 'a< F--- CO" 0 OPPrOval for the Issuance of permits. Compliance With Florida Building Code and all other applicable local, State and Federal permitting requirements U) must b a 9 verified by signsturO Of the City Of Atlantic z -BOULEVARD each Building 0 0 TLANTIC Building PermIL. I odor to the uance of a DRAWING 0 Approvisdolp ROAD NO . 10 GE-1 STATE in F eve o 0 n P Fee or Date- 4 OF 14 ( 1001, Rlw) DATE: Uj APRIL, 2006 d PROJECT NO.: 11241 04-GE-I.dwg 0 z Im sm sm .............. PROPOSED DRIVEW, 61 SAWCUT CURB TO Azl' PROVIDE CLEAN EDGE �x S*I; 13,44 Ilk 13.0 > SAWCUT CURB TO 7 It ,4 PROVIDE CLEAN EDGE 12,06 co 13,27 99 11,9 4 12,74 13,48 GRAPHIC SCALE 12.90 12,08 13,OL 10 0 5 10 20 40 I I I I U) 13,18 G- 12,13 11.89 12,69 13.06 12.19 IN FEET z 13,28 13,07 1 inch = 10 ft. 0 0 F- DEMOLITION 13.10 13,31 13.10 13.10 THIS AREA 12,90 A-1 DBI Ld 13.05 A-2 DBI IF YOU DIG FLORIDA... 13,20 GRATE EL.=13.00 GRATE EL.=13.00 SAWCUT LB Cf) lit E INV.EL. 6.60 P A1-2 W INV.EL.=6.45 AND TIE I�TO CALL US FIRST! 12.74 1-800-432-4770 CONSTRUCT 60 1 L.F. S INV.EL.=6.45 EXISTING OF 15"RCP 3.0 PAVEZ SUNSHINE STATE ONECALLING OF FLORIDA,INC. Ljj IT'S THE LAW 13.0 Ld 13.01 13.10 VENT 00 GENERAL NOTES: 12.15 0 SUBSURFACE STORMWATER 71 13.20 0 RETENTION POND 1. EXACT LOCATION OF UNDERGROUND UTILITIES VARY. SEE DETAIL"N' 13.20 CONTRACTOR SHALL FIELD VERIFY LOCATION PRIOR TO 0 m 11,96 COMMENCING CONSTRUCTION. z > 2 3:: m 0 /"I. I < jl V) 2 < Ld 13.20 2. THE LIFT STATION AND 2-INCH FORCE MAIN WILL BE U) "r- 0 0 C) 13.2 PRIVATELY OWNED AND MAINTAINED. w (29 3,50 3,06 Lu POST-11 PLACE MINIMUM 12.5' Lli LL- M288 CLASS 1 WOVEN GEOTEXTILE w lit ��.5�1A�C. OF AASHTO 0 z Of OVER BEDDING STONE FOR SCOUR PROTECTION AT ALL CHAMBER 18"HDPE INLET ROWS OVERFLOW PIPE z < 12,17 1-- N INV.EL. 3.45 MANHOLE WITH WEIR V) 11,81 Ld 1-- EL.=1 1.35 (D z 24"HDPE PIPE INTO z ISOLATOR ROW(TYP.) N INV.EL. 8.45 z DUNKIN'S DONUTS 13.40 13.50 30' x 69' 1 STORY STRUCTURE MAX HEIGHT 35 FFE 14.20 z INSPECTION PORT (TYP OF 2) < 13,49 Of SEE 14 in 13,03 o pc� U) N�) ISOLATOR ROW U Ld SEE D- z t4 _3 0 < 0-4 E- E- Zo E- !E20) 0 z PLACE MINIMU 0 E-4 129 M 12.6 OF lit 13.30 P B1-2 ' AASHTO M288 CLASS 1 WOVEN 12,84 SAWCUT CURB TO CONSTRUCT72± GEOTEXTILE OVER BEDDING L.F.OF 16'RCP 13.40 STONE FOR SCOUR PROVIDE CLEAN EDGE IV . . PROTECTION AT ALL CHAMBER a IN 11,47 B-1 DBI I - GRATE EL.=13.00 vp 11.21 A-d-7* 01 Co E INV.EL. 6.60 13.20 MANHOLE WITH Ca ............. 11,43 WEIR 13.10 ........... ...... ......... 13.20 CIO S., 12.93 ........- 11,11 su 1.51 ...... 18"HDPE :� "o-<4 12.49 13.20 2"METAL AS OVERFLOW PIPE w1-09:� 13.30 < -Z O;z I I Tj- LL A-J!� 12.97 VENT PIPE w L 3.25 Lu 0 �Cq W Lo 12.4� .1 1 1— t4 I I z 0-J 11,40 --,,\(13.35 ou, '5); zw GRATE EL. 13.00 1� 11,03 12.83 i 11,49 E INV.EL. 6.60 i 0 uwj 12,33 11,16 >- Lu z 10,95 DETAIL"A-X > a ot Zw 12,58 . 10,93 = (A 12.06 OHE IQ ;� z Ci 12,04 0 IT11 = O�m DHE LLJ 5 LL >j x -N 11,55 E rzj) 31 Ft s m CD o M ' :_9 LINT UZ) OH -L W't 0-j 5;c. F- z P�. N -------------- z 0 11,39 8B (0-, P C.) 11,02Ex.CURB'INLET IIE� TOP EL. 11.41 (n GRATE EL. 10.90 z 0 THROAT 10.44 0 11,34 DRAWING C BOULEVARD TI 0 ATLIA LL- C) 5 OF L4 STATE . ROAD NO . 10 DATE: V) APRIL, 2006 0 0 R/W) w PROJECT NO.: 11241 05-PD-l.dwg 0 z UZI- 01 TIE INTO EXISTING STUBOUT.FIELD :z CONTRACTOR TO VERIFY INVERT ELEVATION AND FIELD LOCATION. 78 L.F.6"SDR-25 PVC EXISTING MANHOLE#561 SANITARY SEWER @ RIM EL.=N.G. S. 0.6% 6'1 S.S.45- GRAPHIC SCALE BOW 8 9 l T5 8 WEL ss ss ss ss ss s- ss ss ss 10 0 5 10 20 4 1 0 2,6 24. 1 1/2"METER BOX COVERYOKEAND 1.8 i z VALVE ASSEMBLY IN FEET lit 1 1/2"M J.D.I. z 18 L.F.6"SDR-25 PVC 1 inch 10 ft. 0 45*ELBOW SANITARY SEWER @ S. 0.6% 0 F- ---j wm wm 0 32 L.F.611 SDR-25 PVC 61 L.F.OF 1 1/2" wm \ Lij SANITARY SEWER @ S. 0.6% WATERMAIN EXISTING 1 1/211 711/2"RPZ AND BACKFLOW WATERMAIN PREVENTER uj 21 L.F.OF 1 1/2" < uj 611 S.S 45* WATERMAIN ELBO W 1 1/2"MJ.D.I. 24 L.F.6"SDR-25 PVC (n 45*ELBOW SANITARY SEWER @ PVC C*0. EL. .80 S. 0.6% GREASE 20 L F OF 1 1/2" .TRAP 0 WATERMAIN cn 0 (n PLUG 1 1/211 WATER SERVICE 5'FROM BUILDING LL, LA W a y Co C) 0 in W w C) PVC C.O. ELV.=10.0 0 LPLUG 61-S.S.SERVICE C) 'tit 51 FROM BUILDING' V ., Lu C) Z 0 z w z w CD G� w LL. w CD 0- Ld Cj') CD w 0 U) z 0 z DUNKIN'S DONUTS 0 30' x 69' CD z w I STORY STRUCTURE CD CD MAX HEIGHT 35' CD FFE 14.20 CD CD OPEN CELL WITH Cl GRAVEL TREI%ARON U) TURFBLOCK LJ E- 'lit E--1 0 z 0 E- 0 I I F- ri Co ........ ........ ................ to Co'o, co C� 0 ww LL. LL. 7.......... lzu !g Lj z CLL), zw LU w z > FD W Z M LLI C71, U) Ca co lu"I -j L< LLL >j m -3 0 z U:� w �t 0-1 150 , 00 C, -lit F-> N 89 /\ 13 / 58 // E (j)z 0 z P: Cl) L) V) z 0 DRAWING ATLA N� TIC BOULEVARD ws-1 0 6 OF 1-4 E R OAD STA NO . 10 DATE: /w) APRIL, 2006 w ( 100 -9 R w PROJECT NO.: 11241 06-WS-I.cNvg 0 z is s cn oilf Liz ANCHOR BALES WITH 2 - 2" x 2" x V STAKES PER SALE WWI OPTIONAL POST IDEWALK-/' 0. WOVEN FILTER FABRIC IN ABSENCE OF POST OPTIONS: 2* x 4-N OR POSITIONS ESTABLISHED GRASS (APPROX. 12' x 12'). 2 1 / 2" MIN. DIA. ODD; STEEL E SECURE EDGES BY ENTRENCHING AND 1.33 LEIS. FT. MIN PRINCIPLE POST POSITION Is EXTEND UNDER BAGS AND BALES. FABRIC 7D4 z CANTED 20- TOWARD FLOW SHALL MEET THE REQUIREMENTS OF :,71 FIL SECTION 985 OF THE STANDARD tu CONFORMANCE WITH DITCH SPECIFICATIONS. COST OF FABRIC TO BE —rfPE A OR B FENCE TER FABRIC ( IN 0 LTER FABRIC 15 TID DITCH SAND BAG CURB & 18 SEC. 985 FDOT SPEC.) —SILT FLOW GUTTER CURB & FU INCLUDED IN THE CONTRACT UNIT PRICE FOR BALED 12* 1 GUTTER 50 MIN. HAY OR STRAW. TN. %soul MIN. ELEVATION SECTION LOOSE SOIL PLACED 13Y SHOVEL AND DITCH BOTTOM INLET PARTIAL INLET TYPE III SILT FENCE COMPLETED INLET ,�LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY 1301 '�-LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY NOTE. BALES TO BE STAKED AT THE LK*i7LY COMPACTED ALONG UPSTREAM COMPACTED ALONG THE UPSTREAM EDGE Ee COMPACTED ALONG THE UPSTREAM EDGE DIRECTION OF THE ENGINEER. FACE OF BA= N.T.S. 'lit OF BALES. OF BALES. N, PROTECTION AROUND INLETS OR SIMILAR STRUCTURES PLAN PLAN N.T.S RAIL POST BALES BACKED BY FENCE N.T.S. U) IN. Z RECOMMEND M E� RECOMMEND W-00 MAX Z 5' TYP. I DST (OPTIONS: 4" x 4" OR 5-1 0 min. DIA. WOOD; STEEL OPTIONAL POST POSITIONS 20 BALES ANCHOR BALES WITH 2-2" x 2- x V STAKES PER BALE. ANCHOR BALES WITH POST iOPTIONS- r x 4" OR 2 / 2- MIN. DIA. WOOD; min.) 1O,_O" MAX, M BUTTz� FLO�..a ANCHOR TOP BALE TO LOWER BALE WITH 2 - 2' x 2* x V .33 lbs/ft. PRINCIPLE POST POSITON AS'REQUIRED ANCHOR BALES WITH -2" x 2" x V STAKES PER BAIL (CANTED 20- TOWARD FLOVO 2 STAKES PER BALE. STEEL 1.33 LBS/ FT. MIN.) ei 2 - 2" x 2* x 4!-0" i 0 POULTRY MESH (20 GA. MIN.) F= STAKES PER BALE. ELEVATION 1 ELEVATION j OR TYPE A FENCE FABRIC POULTRY MESH OR F5 2INDEX NO. 452 & SEC. 966 TYPE A FENCE FABRIC 18 OZ. NYLON REINFORCED OT SPECIFICATION) PLAN APPLICATION AND SPACING THE USE OF TYPESI & 11 BALE BARRIERS SHOULD BE LIMITED To THE PVC FABRIC (300 PSI TEST) U) FILTER FABRIC ANCHOR BALES NTH 6'-0' CONDITIONS OUTLINED IN CHART I A (MIN.) LOOSE SOIL PLACED BY SHOVEL 2 -12' x 2* x 4!-0" OVERLAF 3 1.4 SILT FLOW AND LIGHTLY COMPACTED ALONG TYPE 11 TYPE I :E FILTER FABRIC (IN CONFORMANCE STAKES PER BALE. THE UPSTREAM EDGE OF BALES. ENDS WITH SEC. 985 FDOT SPECIFICATION) &Z FILL SLOPE FILL SLOPE BARRIER FOR UNPAVED DITCHES STAKED TURBIDITY BARRIER > LLJ ELEVATION NOTE SILT FENCE TO BE PAID FOR UNDER ELEVATION ELEVATION N.T.S. N.T.S. THE CONTRACT UNIT PRICE FOR STAKED SECTION Ld SILT FENCE (LF) M BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE TYPE IV SILT FENCE N.T.S. BARRIERS FOR FILL SLOPES N.T.S. GRAPHIC SCALE 20 0 10 20 40 80 L:j p Z Z N 0 0 ji uj Ld Q Li Of a: C) IN FEET Z41 SILT FENCE SILT FENCE PROTEC11ON _r� i I inch 20 ft. AROUND DITCH BOTTOM INLETS. TYPE III OR TYPE IV TYPE III OR TYPE IV Ld LIMITS OF PROJECT INSTALL EROSION' W W 0 CONTROL DEVICES BEFORE AND DURING Z Ld CONSTRUCTION UNTIL STABILIZED(TYP.) > 0_1 SILT FLOW SILT FLOW LLI w LL_ ry Z LLI CL < TYPE IV SILT FENCE TYPE III SILT FENCE LLJ w 150.00, y < NOTE: SPACING FOR TYPE III AND TYPE IV 24. Z M 2.6' TO BE IN ACCORDANCE WITH CHART 1. 0 0 0 DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM III 6.4' I-_ ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE 0 USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT Z PERMANENT BODIES OF WATER. U) D 0 SLOPE DRAIN APPLICATIONS <= Z N.T.S. U) 0 V) =D- Z Ld E-4 z .............. NOTE. SPACINGS S 0 IN THIS SqB ON P4 < ENE JA N14 G STED B CE OR HYDRAULIC 0 A �4 7 —COMPUTATION& 0 FLOW RATES ( CFS CD �_j VERY LIGHT < 5 i I > 5 < 10 :q CD LLJ 6 LIGHT MODERATE > 10 < 15 HEAVY > 15 < 25 ol 0 < 6� 0-4 VERY HEAVY> 25 < 40 q V) 5 SOILS I-_ COHESIVE NON - COHESIVE Tn 0 Z DUNKIN'S DONUTS FIRM LOAM FINE SAND w CLAY SANDS COURSE SAND 0 30'x 69' CD 0 CLAYS GRAVELS 1 1 E- HARDPANS SANDY LOAM I STORY STRUCTURE 3 L SILT LO MAX HEIGHT 35' LEGEND 300 INSTALL TRUE DAM OR EQUIVALENT i:,� FLOW EROSION CONTROL DEVICES BE c:� SOILS EFORE 2 AND DURING CONSTRUCTION UNTIL STABILIZED(TYP.) n A 000 00 50 100 150 200 250 300 350 400 Iw- SPACING (FT) lu Co< RECOMMENDED SPACING Q1 %E I A 0 TYPE 11 y Co Ft C� E SILT < :s O;z MUCEFANE 11T TWIERS. w, u- -uj�z CHART I w 0 Ld LNO Co_j M a_j Z Lu > Co Z < ui uj Z > 0 El --El— W Z 0 ca a Z 150,00'-7 6 N MI J U-< Z :01) S,Q Z _j w 25 0 M S(Loo 0 (zn U_ LU La ATLANTIC BOULEVARD 0_j 7=!g 10 I,_> STATE R D NO Z 0 (100 Rlw) Z 0 0 < c') DRAWING swppp_l 0 LL. 7 OF 14 DATE: APRIL, 2006 PROJECT NO.: 11241 07-SWPPP-I.dwg 0 Z ZE WA o To Ili,a8: �. C, BAG S, —S, "o, 2JO� SILI ----------I-- A -4;i 31, OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS A- INVENTORY FOR POLLUTION PREVENTION PLAN ;:z 021 SITE DESCRIPTION GENERAL 8.TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO.THE C% THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND RECEIVE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTORS FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK SIZE OF THE SPILL. PRESENT ONSITE DURING CONSTRUCTION: REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING 44% EROSION AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH Concrete Fertilizers Wood THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO . ...... UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH THE PERMANENT GRASSING. PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE Asphalt Petroleum Based Products MasonryBlocks 4 vents Roofing Materials 7. APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY!STANDARDS. SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL,WHAT CAUSED IT, DEPENDING ON THE NATURE OF MATERIALS AND METHODS OF;CONSTRUCTION 9.TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT FALL Tar Cleaning Sol' AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 11N Detergents Paints Metal Studs THE CONTRACTOR MAY BE REQUIRED TO ADD FLOCCULANTS TO THE RETENTION WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL SYSTEM PRIOR TO PLACING THE SYSTEM INTO OPERATION. ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE M i SPILL PREVENTION OPERATIONS,WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA SEQUENCE OF MAJOR ACTIVITIES: ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. MATERIAL MANAGEMENT PRACTICES HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: 0 THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND 10.TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) 1 1-- TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN 0- SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE Of METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR AND SUBSTANCES TO STORM WATER RUNOFF. THE MATERIAL STORAGE AREA AND IF APPLICABLE, IN THE OFFICE TRAILER U Cf) 2. INSTALL SILT FENCES AND HAY BALED AS REQUIRED ONSITE. 3. CLEAR AND GRUB FOR DIVERSION SWALES/DIKES AND SEDIM ENT BASIN THE ESTABLISHMENT OF A GOOD GRASS COVER. GOOD HOUSEKEEPING U) 4. CONSTRUCT SEDIMENTATION BASIN 5. CONTINUE CLEARING AND GRUBBING 11.TEMPORARY REGRASSING: IF,AFTER 14 DAYS FROM SEEDING,THE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE MAINTENANCE/INSPECTION PROCEDURES TEMPORARY GRASSED AREAS HAVE NOTATTAINED A MINIMUM OF 75 6. STOCK PILE TOP SOIL IF REQUIRED PERCENT GOOD GRASS COVER,THE AREA WILL BE REWORKED AND DURING THE CONSTRUCTION PROJECT. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES > 7. PERFORM PRELIMINARY GRADING ON SITE AS REQUIRED I Ld ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED 1-- 8. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO U-1 < 9. INSTALL UTILITIES, STORM SEWER,CURBS&GUTTER. VEGETATIVE COVER. THEJOB. THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE 10.APPLY BASE TO PAVEMENT AREAS USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. of 1 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT,ORDERLY MANNER 11. COMPLETE GRADING AND INSTALL PERMANENT SEEDINUI,'�UU ANU PLANTING 12. COMPLETE FINAL PAVING CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE MAINTAINED IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME WITHOUT Z1 13. REMOVE ACCUMULATED SEDIMENT FROM BASINS DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY ENCLOSURE. WRITTEN PERMISSION FROM THE ENGINEER. WERE ORIGINALLY DESIGNED AND CONSTRUCTED. 14. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND I HE SITE STABILIZED, I ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT,THE REMOVE ANY TEMPORARY DIVERSION SWALES/DIKEs AND RESEED/SOD AS. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL PERSON RESPONSIBLE FOR TH I E DAY TO DAY SITE OPERATION OR SOMEONE REQUIRED. 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF MANUFACTURER'S LABEL. lit I I APPOINTED BY THE SUPERINTENDENT,AT LEAST ONCE A WEEK AND FOLLOWING THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE i I $_: NOTE: VERTICAL CONSTRUCTION OF THE BUILDING WILL BE TAKI!NG PLACE DURING OFFSITE FACILITIES. SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED ANY STORM EVENT OF 0.25 INCHES OR GREATER. M M BY THE MANUFACTURE. ALL THE SEQUENCE STEPS LISTED ABOVE. I L�3 Uj Ld 1Aj *ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING Z 0 Z y 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY _j F_: 0 3: 00 C) TIMING OF CONTROLS CONSTRUCTION WILL,AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST WHENEVER POSSIBLE,ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF < . (n 2 < co 1jj 0 Z Uj y Of a: OF THE CONTAINER. REPORT. (10 0 0 -13 0 PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES,THE SILT FENCES AND HAY VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED MANUFACTURER6 i S RECOMMENDATION FOR PROPER USE AND DISPOSAL WILL BE BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED Z BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE OR SODDED. CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE FOLLOWED. ONE-THIRD THE HEIGHT OF THE FENCE. 0 SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN STRUCTURAL PRACTICES THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT,TEARS,TO SEE IF THE PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR RECEIVE PROPER USE AND DISPOSAL. FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS,AND TO SEE THAT THE Z LU PERMANENTLY IN AN AREA,THAT AREA WILL BE STABILIZED PERMANENTLY IN 1.TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED 0 i FENCE POSTS ARE FIRMLY IN THE GROUND. W W Z ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED,THE TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. i Ld HAZARDOUS PRODUCTS > w of ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE <( w THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT,AND Ld �: w 0 of EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED IN 2.TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP IS USUALLY INSTALLED IN THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE i o- ACCORDANCE WITH THE SEDIMENT AND EROSION CONTROL PLAN. AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF HAZARDOUS MATERIALS. DESIGN CAPACITY OR AT THE END OF THE JOB. n z DISCHARGE FROM A DISTURBED AREA WITH THE FOLLOWING LIMITATION: < CONTROLS CONTROLS A.THE SEDIMENT TRAP MAY BE CONSTRUCTED EITHER INDEPENDENTLY PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT 0 0� Z Z DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY < OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE. RESALABLE. Cf) REPAIRED. 0 THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED;THEY 0 IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND PAVED AND TURBIDITY CAUSED BY STORM WATER RUN OFF. DRAWING SWPP-1 HAS i *TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR CHANNEL SECTIONS WHERE THE VELOCITY OF FLOW AT DESIGN CAPACITY OF CONTAIN IMPORTANT PRODUCT INFORMATION. 0 BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE TURBIDITY CONTROLS AS SHOWN OF THE SEDIMENT AND EROSION CONTROL PLAN. BARE SPOTS, WASHOUTS,AND HEALTHY GROWTH. _j IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THE I SE CONTROLS ARE THE OUTLET WILL EXCEED THE PERMISSIBLE VELOCITY OF THE RECEIVING < CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT CHANNEL OR AREA. IF SURPLUS PRODUCT MUST BE DISPOSED OF,MANUFACTURERS OR LOCAL AND U) MAINTAIN THE CONTROLS AS PER PLAN AS WELL AS ENSURING THE PLAN IS S *A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A 0 Z TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR TATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. 0 PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL,STATE AND WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE SEDIMENT 4. SEDIMENT BASIN:WILL BE CONSTRUCTED AT THE COMMON DRAINAGE COPY OF THE REPORT FORM SHALL BE COMPLETED BY THE INSPECTOR. THE (n REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON Z LOCAL LAWS. REFER TO"CONTRACTORS REQUIREMENTS"FOR A VERBAL AND EROSION CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES,AS LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED AREAS AT PRODUCT SPECIFIC PRACTICES DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL,STATE OR LOCAL AGENCY 'lit REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL,STATE AND LOCAL EROSION ONE TIME,THE PROPOSED STORM WATER PONDS(OR TEMPORARY PONDS)' APPROVING SEDIMENT AND ANY EROSION PLANS,OR STORM WATER MANAGEMENT AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE SEDIMENT STORM WATER MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF STORAGE PER PETROLEUM PRODUCTS PLANS. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM i WATER POLLUTION PREVENTION PLAN FOR AT LEST THREE YEARS FROM THE Z STORM WATER DRAINAGE WILL BE PROVIDED BY CURB AND GUTTER STORM EROSION AND SEDIMENT CONTROL PLAN AND AS REQUIRED TO MEET THE SEDIMENT ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. THE 3,600 CUBIC i E-4 ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS 0 �-4 3: SEWER, CURB INLETS AND CATCH BASINS FOR THE DEVELOPED AREAS,AREAS AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS 44 1-4 < PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM SUBMITTED. THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. 124 WHICH ARE NOT DEVELOPED BUT WILL BE REGRADED SHALL BE STABILIZED REGULATORY AGENCIES. FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER ': I M 0 PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY 1.4 IMMEDIATELY AFTER GRADING IS COMPLETE. WHEN WHERE PRACTICAL,THE UNDISTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH �! C) 44 U) LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES I TEMPORARY SEDIMENT BASIN WILL BE IN THE LOCATION OF THE PERMANENT FLOWS ARE DIVERTED AROUND BOTH THE DISTURBED AREA AND THE TO THE MANUFACTURER'S RECOMMENDATIONS. BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES,AND RETENTION BASIN. WHEN UPSLOPE AREAS ARE STABILIZED,THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT BASINS CONSTRUCTED MUS� FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. -:4 1. STRAW BALE BARRIER: STRAW BALE BARRIERS CAN BE USED BELOW DISTURBED 0 w < ACCUMULATED SEDIMENT WILL BE REMOVED FROM SEDIMENT BASIN,AND THE BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS FERTILIZERS �_4 AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: E- AREAS ON THE SIDE OF THE BASIN WILL BE PLANTED WITH VEGETATION. THE A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. FOR STRUCTURAL FILL. ALL SEDIMENT COLLECTED IN PERMANENT OR PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES V) WET DETENTION SYSTEM IS DESIGNED WITH A 21 DAY RESIDENCY.THIS IS IN TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS WILL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY WILL BE 0 B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING E-4 Z ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY THE ST.JOHNS RIVER DRAINAGE AREA IS NO GREATER THAN 2 ACRES. STABILIZATION. RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR co WATER MANAGEMENT DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER,STORAGE WILL BE Z 0 C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD OF PERMITTING. D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF WORKING ORDER. BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES i WHERE THERE OTHER CONTROLS FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES SHALL NON-STORM WATER DISCHARGES REFER TO"CONTRACTORS REQUIREMENTS"FOR THE TIMING OF CONTROL MEASURES. BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAIN I ST WASHOUT. WASTE DISPOSAL PAINTS * IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL CERTIFICATION OF COMPLIANCE WITH 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE US ED BELOW ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: FEDERAL, STATE AND LOCAL REGULATIONS I WASTE MATERIALS USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS INSTRUCTIONS CA FOLLOWING LIMITATIONS: IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL,STATE AND LOCAL LAWS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND OR STATE AND LOCAL REGULATIONS. WATER FROM WATER LINE FLUSHING j: co Cc, A.WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL Z �A REGARDING EROSION AND TURBIDITY CONTROLS,THE FOLLOWING PERMITS HAVE us Cn B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL PAVEMENT WASH WATERS(WHERE NO SPILLS OR LEAKS OF TOXIC OR x �_8 r.1 BEEN OBTAINED. DRAINAGE AREA IS NO GREATER THAN 2 ACRES. BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED CONCRETE TRUCKS Is U)EE C� HAZARDOUS MATERIALS HAVE6CCURRED). 0 jz LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT w U_ M U_ D.E.P. DREDGE/FILL PERMIT CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS WZ 9 3: 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE PRACTICES WILL BE Z CO POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT, CONCRETE OR DRUM WASH WATER ON THE SITE. UNCONTAMINATED GROUNDWATER(FROM DEWATERING EXCAVATION). C, C.O.E. DREDGE/FILL PERMIT DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH LU > lit THE INDIVIDUAL WHO MANAGES THE DAY-TO-DAY SITE OPERATIONS,WILL BE 0 CO S.J.R.W.M.D. M.S.S.W. PERMIT RESIDUE MATERIAL IS AVAILABLE ON SITE. I Uj RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN ca CO Z CC W < PRIOR TO DISCHARGE. U.1 4. LEVEL SPREADER:A LEVEL SPREADER MAY BE USED WHERE SEDIMENT-FREE w Ul Z POLLUTION PREVENTION PLAN CERTIFICATION HAZARDOUS WASTE SPILL CONTROL PRACTICES > a STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED X Z CONTRACTORS CERTIFICATION IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER T a w-,t I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS IN THOSE SITUATIONS WHERE THE SPREADER CAN BE CONSTRUCTED ON SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN,THE FOLLOWING ca 9 ci cc wM WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND in -1 U_< UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: U, I CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION =,)9. >j SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED WATER SHOULD NOT BE ALLOWED TO RECONCENTRATE AFTER RELEASE. SUPERINTENDENT,THE INDIVIDUAL WHO MANAGES DAY-TO-DAY SITE OPERATIONS, _j 0�5 M SYSTEM (NPDES) PERMIT THAT AUTHORIZED THE STORM WATER DISCHARGES M 9'00 AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE Z CZ*u-c6 PERSON OR PERSONS WHO MANAGE THE SYSTEM,OR THOSE PERSONS DIRECTLY ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED low =Ljm 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE 0_j i RESPONSIBLE FOR GATHERING THE INFORMATION,THE INFORMATION SUBMI77ED IS, SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE N SANITARY WASTE AS PART OF THIS CERTIFICATION. 8 I TO PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. >a C;Z TO THE BEST OF MY KNOWLEDGE AND BELIEF,TRUE,ACCURATE,AND COMPLETE. I ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. 0 ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED co AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE BUSINESS NAME AND ADDRESS RESPONSIBLE 0 I TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DISPOSED SIGNATURE ffl < P INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR 6. EXPOSED AREA LIMITATION:THE SURFACE AREA OF OPEN,RAW ERODIBLE SOIL MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT OF CONTRACTOR AND ALL SUBS FOR/DUTIES c) C OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL REGULATIONS FOR KNOWING VIOLATIONS. EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND SANITARY SEWER OR SEPTIC SYSTEMS. NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS,GLOVES,GOGGLES, LIQUID GENERAL CONTRACTOR FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY ADSORBENT(i.e. KITTY LITTER OR EQUAL), SAND,SAWDUST,AND PLASTIC AND Z 0 SIGNED: BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH OFFSITE VEHICLE TRACKING METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. SU13-CONTRACTOR DRAWING 0 DEMONSTRATES THAT OPENING OF ADDITIONAL AREAS WILL NOT SIGNIFICANTLY A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP REDUCE ALL SPILLS WILL BE i CLEANED UP IMMEDIATELY AFTER DISCOVERY. SWPPP-2 Cif TITLE: AFFECT OFF-SITE DEPOSIT OF SEDIMENTS. SUB-CONTRACTOR 0 CORPORATE OFFICER, GENERAL PARTNER, PROPRIETOR, VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE U_ i ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK OF 14 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE DIRECTLY THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR SUB-CONTRACTOR EXECUTIVE OFFICER, OR RANKING ELECTED OFFICIAL. I TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE 0 OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM RUNOFF UNTIL APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A DATE: Uj CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. V) DATE: THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE HAZARDOUS SUBSTANCE. APRIL, 2006 Uj SUB-CONTRACTOR _j SEDIMENT TO THE INLET. Ld w PROJECT NO.: 08-SWPPP-2.dwg 11241 / Z N 4, 0 P4 0 0 �i 0 0 0 0 Z 4, 0 u P-4 Z C) 0 0 PQ ��0 pq 0 0 z 0--q z Pq 0 �4 0 M 0 C) 0, CPO. u P4 O � E- �r4 — C) 0 0 �4 w Ld 0 .4 4 0 0 0 u -e, FL4 0(:�U F-4. U F1 0 V, Z 02, (-,� cy Z 04 0 0 0 0 u �-A 0 > un 0 ui 0 UO Z z C) < u LJ U` 1:4 �4 z 0 P-� 0 ,0 cl) u z U 0 Z WWZ z U 0 0 u 0 om P-� 0 lit 0 Ln 0 M 0 [-, P-( P-1 u OZ 4 1-4 44 uu z b �1 Z � cn 0 0 u 0 �P4 U) 4 20 -I Z OR C) u C6 LLJ Ld u 1Tq P 0 z z nn 0 u c) : 3: P-4 0 V) < m Ld F-4 w - rA LU m 0 U u Z z WZ E- 0 6 u 04 z 0 CY 0 0 0 0 Ea WU 0 � 0 Z 0 Zw P-1 W-1 —j z LU 0 0 —j Of WH w 0 LLJ F-4 om P, LL w > Z LLJ P-� w P., Aq Ld < 0 -lit < V) z 0 0 CD E-4 z < P4 0 OZ z z 0, 0 pq < 1-4 OR �ul 0 0 E--4 �4 z 0 U 0 w gq co 0 z z 0 0 0 C E- @5 0 0 w u cl. ph 0 44 04. 04. 0 P4 cz) C) 0 z 0 0 IWU- 2 w u 00 0, u 0 U Z 0 lit z 0 kr) F-4 En R C', 0 z u OZ ZO <D 0 (0 0 4-1 u u OZ 0 U! 'j z d P-1 :5 (U), 0 u w < r10 pq 0 0 44 V4 rA Lwu w ZO 02 9 5Z OZ w 0 0 LZU E-A u �-4 u co C6 9 -� u Oz ci 0 w 0 P-1 rA r/1 cc LLI 0 rA =) U, u 01 Z' cz,) 2 (:y CY a 0 m Q co Z="Lr ZO w T-� z 0 u u >C, rn 0 0 U)z 0 OZ 0z 015 0 r. 11�U) Fq . 19� Z, z 0 0 u u 04. w Zw P-4 co< F- 5 0 u 0 co U 0 w D P-1 U) 0 0 z 0 L) DRAWING SWPPP-3 0 -9 0 F 14 DATE: < uj APRIL, 2006 1 lit uj PROJECT NO.: 11241 09-SWPPP-3.dwg z u z 7�A DETECTABLE DETECTABLEZ 6' (MIN.) WARNINGS iw WARNI/N,�S SIDEWALK Lt 5'_0 SL04 12H:lV jV SLOPE 12H:lV V(MAX.) YP.) (MAX.) (TYP.) 10, M 0 0 z El 0 El SIGN NO. 0 FTP-25 PARKING BY L t t L L L L t t t C) 1 111111 11 1 it 11 it 11 12:1 SLOPE (MAX.) ENCLOSURE TO MATCH BUILDING DISABLED [n i w WHEEL STOP W/ DETECTABLE WARNINGS c/) (T (TYPICAL - PER ADA) z YP.) PERMIT < ONLY _j 'W" A PLAN VIEW a. > w 61 WHITE co < w 18' El x (MIN.) GINO $250. FINE 1 Fdz i 2' 12' STD. (MIN.) (MIN.) PARKING 5' 2 X 6 PT DOOR BUCKLE ATTACHED 0 0 (MIN.) 3 EACH 6" WHITE TO BLOCK W/WEDGE ANCHORS @ 60 DEGREES VAN 5-: 5-: EQUALLY SPACED M M A CESSIBLE 5-: 60* 0 M w w 2" 2" u� z DUMPSTER ENCLOSURE DUMPSTER ENCLOSURE GATE z IGROUND 3r Ld < F7 Zn- 2 < Ld t D N.T.S, N.T.S. (on z Wn R 0 -5 c2i HANDICAP PARKING SIGN 6" 3�: 6" 6" NOTE: HANDICAP SIGNS TO BE MOUNTED W/84"CLEARANCE TO BOTTOM OF SIGN. ADA PARKING NOTES: (1) ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED PER STANDARDS ESTABLISHED BY THE w AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). C) PRE-CAST z 2 PARKING BUMPER z (2) PARKING SPACES AND ACCESS ISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN w ALL DIRECTIONS. (3) ADA PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A PAINTED SYMBOL OF ACCESSIBILITY AND A 9. (D W w SIGN SHOWING THE ACCESSIBLE SYMBOL. PARKING z SPACE 0 (4) ADA SIGNS ARE TO BE LOCATED DIRECTLY IN FRONT OF AN ACCESSIBLE PARKING SPACE AND MOUNTED, > < En EITHER ON A POLE OR A WALL, A MINIMUM OF SEVEN (7) FEET ABOVE THE PARKING SURFACE'S GRADE. w I < z /-2 EACH NO. 6 RE-BAR 0 z (5) SIDEWALK RAMPS FRONTING AN ADA ACCESS ISLE SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH 18"LONG 7 ADAAG 4.29.2. 4,000 P.S.I. CONCRETE 5- 4 1/2" z ALL CROSSWALKS TO BE THERMOPLASTIC. < (6) 6" cn 1/2"R z STANDARD ADA PARKING AND ACCESS 0 0 W z bi 1"R :2 V-011 112"R 0 7 5/8" 7- 1 00 STANDARD PARKING 04 18" E-I z ;T-4 61' w BUMPER 0 cn INVERTED CURB P-1 SLOT OPENINGS SHALL HEADER CURB DETAIL z Lu NOT BE IN WALLS _3 2"x2"x 13/32 AND GUTTER DETAIL 0 < WITH GRATE SEAL ( E-I z U) E- C) z NOTE: CONIC. DESIGN 1 1/2"ASPHALTIC CONCRETE En STRENGTH 4,000 PSI FDOT TYPE S-1 1500 LB. z z 0 0 6" LIMEROCK BASE, MIN. LBR 100 COMPACTED TO 98%OF MODIFIED PROCTOR DRY DENSITY(ASTM D- A - 6" 1557 AASHTO T-1 80)--!��& A A A FACE OF BUILDING 4"MIN. VARIES(SEE PLANS) NOTE: 6"MAX. /-PAVEMENT 610 2'-0" 611 SEE GEOTECH REPORT FOR - MORE INFORMATION. co Cc:,:, --11/4" z �w_P 1142pulm follies L 4" "Fle7fil"M r !H 00 C3 It 12"COMPATED SUB-BASE,MIN. 3 2 1/4" ALL EXPOSED CORNERS LBR=40 COMPACTED TO 98% OF AND EDGES TO BE 1/2"PREMOULDED 2lf MODIFIED PROCTOR DRY DENSITY I K ; < got CHAMFERED 3/4" JOINT FILLER U- -uj (ASTM D-1557/AASHTO T-180) ta 0 C-4 W LO (SEE PLATE 21 Oy-----"�7 ______--2"x2"xl/4"ANGLE COMPACTED SUBGRAD z -c w -w-611 _j 6fl IRON GRATE SEAT TYPICAL ASPHALT PARKING SECTION u uw) (SEE PLATE D-209) TURNDOWN SIDEWALK rb GROUT, OR"RAM-NEW' 0 Lu ui JOINTS WHEN REQUIRED z cl) F- (Z9 !Ll a- ui #4 @ 12"O.C. B.W. ry w EXPANSION JOINT MATERIAL JOINT MATERIAL 24'O.C.(TYP 9 ci 25'O.C. cc F- w (TYP 1/8 x 1/2"DEEP CONTROL JOINT z molls EALANT 0 CONTROL JOINT ' 1 0 'Zo L'L 1/2"DEEP SEALANT TYPE I PORTLAND CEMENT Lu Lam 1/2"EX 1/8 x 1/2"DEEP >j P.JOINT 1/2"DEEP S u) =L, M 1/2"EXP.JOINT .p 0 Eill/FT PORTLAND CEMENT-TYPE I CONCRETE PAVEMENT,WITH CD COMPRESSION STRENGTH F�5;0) CONCRETE PAVEMENT,WITH co z @ 12"O.C.B.W. COMPRESSION STRENGTH 4000 P.S.I.@ 28 DAYS 12"COMPACTED SUBGRADE, MIN. 0 PIPE MUST NOT BE IN 4000 P.S.I. @ 28 DAYS T. ;i V) z 0 L.B.R.40, COMPACTED TO 98%OF CONSTRUCTION JOINT P NOTE: 0 2"COMPACTED SUBGRADE,l MIN. MODIFIED PROCTOR MAX. DRY DENSITY D PIPES SHALL BE FLUSH L.B.R.40 COMPACTED TO 986/6 OF 1. IF CONTROL JOINTS ARE SAWED, SAWING SHALL (ASTM D-15571AASHTO T-180) WITH INSIDE WALL MODIFIED PROCTOR MAX. DRY DENSITY BE ACCOMPLISHED AS SOON AS CONCRETE CAN cn z (ASTM D-1 551/AASHTO T-1 80) WITH STAND TRAFFIC, BUT NOT TOO SOON AS 0 0 -------#4 @ 6"O.C. B.W. IF CONTROL JOINTS ARE SAWED, SAWING SHALL TO CAUSE SPALLING OR RAVELING OF THE DRAWING CONCRETE SURFACE AND AGGREGATE DURING NOTE:BE ACCOMPLISHED WITHIN 12 HIRS.OF CONCRETE SAWING. D-1 w POUR: VI O.C. (TYP.) 0, 8" MINIMUM BEARING 2. SEE GEOTECH REPORT FOR MORE INFORMATION. 10 OF 14 CAPACITY 2000 PSF DATE: cn SIDEWALK CONTROL uj DUMPSTER PAD DETAIL APRIL, 2006 uj AND EXPANSION DETAIL STORM SEWER TYPE "C" INLET PROJECT NO.: 11241 10-PDDET-l.DWG A01 j 4�t_ & "o LIJ > 4 3T A ACCEPTS 4 SCH 40 PIPE FOR CLEANOUT OR INSPECTION PORT m NOMINAL CHAMBER SPECIFICATIONS z SIZE (W x H x INSTALLED LENGTH) 51.0" x 30.0" x 85.4" 0 CHAMBER STORAGE 45.9 CUBIC FEET 0 F= MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET q__ .lit WEIGHT 75 LBS. U) —90.7" ACTUAL LENGTH > 85.4" INSTALLED Ld w oil I TE TE TE�i TE�i w z 30.0" i 's I c; 0 0 0 0 0 0 0 5111 - rn m m Lij U� Lij LIJ z z < :;� 0 < Lu w U3 0 C —) CHAMBER DETAIL SC 740 N.T.S. U) C) z z 't Ljj .......... .. .......... TRAIN INLET SYSTEM DETAIL LL. LLI < C) 0- . ................ (D W ........ SCALE :NTS LLJ Z.... ..... 1 1/2" PAVEMENT < 7.1 F > MATERIAL LOCATION DESCRIPTION AASHTO M43 AASHTO M145 COMPACTION/DENSITY LLI .... ............................... < z DESIGNATION DESIGNATION REQUIREMENT F_ 6" PAVEMENT BASE (LIMEROCK) 0 .. .................... z .......... @ FILL MATERIAL FROM 18" ANY SOIL/ROCK MATERIALS,NATIVE N/A N/A PREPARE PER ENGINEER'S PLANS. PAVED MAY HAVE STRI TO GRADE ABOVE CHAMBERS SOILS OR PER ENGINEEFVS PLANS. INSTALLATIONS NGENT MATERIAL CHECK PLANS FOR PAVEMENT AND PREPARATION REQUIREMENTS. z SUBGRADE REQUIREMENTS. < 0 12" COMPACTED FILL PER TABLE FILL MATERIAL FOR 6"TO 18" GRANULAR WELL-GRADED 3,357,4,467, A-1 COMPACT IN 6.1 LIFTS TO A MINIMUM 95% z OF ACCEPTABLE FILL MATERIALS ELEVATION ABOVE CHAMBERS SOIUAGGREGATE MIXTURES, 5,56,57,6, A-2 STANDARD PROCTOR DENSITY.ROLLER GROSS 0 (24'FOR UNPAVED INSTALLATIONS) <35%FINES. 67,68,7,78, A-3 VEHICLE WEIGHT,NOT TO EXCEED 12,000 LBS. U) AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE 8,89,9,10 DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. z Ld EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE 3,357,4,467,5, N/A NO COMPACTION REQUIRED 2 6" OF 3/4 - 2 INCH WASHED, CRUSHED, AND TO A 6"ELEVATION ABOVE MAJORITY OF PARTICLES BETWEEN 56,57 0 CHAMBERS %-21NCH ANGULAR STONE BACKFILL (3)FOUNDATION STONE BELOW WASHED ANGULAR STONE WITH THE 3,357,4,467, N/A LATE COMPACT OR ROLL TO ACHIEVE A CHAMBERS RITY OF PARTICLES BETWEEN 5,56,57. D PROCTOR DENSITY E-4 z %-21NCH 3 4 - 2 INCH WASHED, CRUSHED, r=4 < ANGULAR STONE BENEATH AND Of AROUND CHAMBER BED ACCEPTABLE FILL MATERIALS SC-740 TABLE AASHTO M288 CLASS 2 CHAMBER L'j NON-WOVEN GEOTEXTILE END CAP z _j < E- co PLAN� 104 0 SLIP FIT CONNECTION, E- lit E- CUT TO SIZE INLET 0 N.T.S. z z 0 ;RFORCING RIBS PLACES UNP&ION END CAP GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, -BOTH ENDS R UPT IB CHAMBER <35%- FINES. COMPACT IN 6 IN LIFTS TO 95% PROCTOR T P ON 3/4 2 INCH WASHED, DENSITY. CRUSHED, ANGULAR STONE PAVEMENT 1 1/2" co 0 z �P LIMEROCK ul EL. 13.00 (PARKING) C14 ///-Tl p =0�_' LL u- J J MIN. I A�5r Ld z CO_j co AASHTO M288 CLASS 2 D— Lu > 6 NON-WOVEN GEOTEXTILE f TOP OF S.W.M.S A w MIN. EL. 11 .38 (PARKING) w (D 6" Lu Lu MIN PIPE SIZE A B c D > Z W 12 IN 26.13 IN 14.70 IN 15.00 IN 20.25 IN C6-e to I.- V_cn 0 BOTTOM OF CHAMBER _j U.< 29.63 IN 18.00 IN 18.40 IN 22.25 IN >j "UN =) , z co :)9. EL. 8.38 (PARKING) Z _j W 0 m 0 0 'COO Z CO If 6" MIN. in UJI MULITIPLE TEES INFORMATION al a WT7" 0_j S.H.W.T. > -1 17LUI—I ILUTTI AUTI 144_II'A_1 144M�="_l TT-_L:I I I- I I U)Z SCALE:N.T.S 0 EL. 7.88 (PARKING) T z a 0 lit 611 5111 —12" MIN. TYP. c" MIN71 f5 . In z 0 DRAWING SECTION�: D-2 0 UNDERGROUND STORMWATER PARKING 1, 1 11 OF 14 a w DATE: (n N.T.S. APRIL, 2006 LLI PROJECT NO.: 11241 11-PD-DET-2.dwg 0 z U 2 N-4 Is ILL, % N"i ACCEPTS 4"SCH 40 PIPE FOR CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND Is CLEANOUT OR INSPECTION PORT >'jfj) SAFETY FACTORS SPECIFIED IN SECTION 12.12 OF THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN VK9 LU SPECIFICATIONS.LOADS SHALL BE CALCULATED IN ACCORDANCE COVER ENTIRE ROW WITH [IIMINID25"MAXODPIPE INSPECTION PORT AASHTO M288 CLASS 2 WITH SECTION 3(AASHTO)AND SHALL INCLUDE H20 DESIGN TRUCK, SC-740 END CAP NON-WOVEN GEOTEXTILE SET 1.5'FROM BOTTOM IMPACT FACTOR,MULTIPLE PRESENCE FACTOR,AND LANE LOAD. OF CHAMBER SC-740--g WIDE STRIP 30.0" GRANULAR WELL GRADED SOIL/AGGREGATE MIXTURES, MATCH EL. SC-740 CHAMBER <35%FINES. COMPACT IN 6 IN LIFTS TO 95%PROCTOR DENSITY. ////////z4444442722ZZZ22ZZZZZZ7/........ SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN lit m STORMTECH'S DESIGN MANUAL,INSTALLATION MANUAL, %-2 INCH WASHED, CATCH BASIN U) OR WWW.STORMTECH.COM. OR CRUSHED,ANGULAR STONE MANHOLE Ill-Ills 1 111-1111 1 111-I III 51- ADS 601 GEOTEXTILE OR EQUAL--N PAVEMENT WEIR EL. z =11.35 z 0 FUR UNPAVED INSTALLATION WHERE 0 F- 90.7'ACTUAL LENGTH 0 CUR, 'OVER 18" 96" MIN. MIN. MAX. /Z C) -W-0 (f) I 77_��/ LLj F" 0 30' WOVEN GEOTEXTILE THAT MEETS 85A"INSTALLED =7.88 AASHTO M288 CLASS I REQUIREMENTS, BETWEEN FOUNDATION STONE AND CHAMBERS OVERLAP NEXT CHAMBERHERE 6.5"12 PIL SC-740-6'-&WI DE STRI P (OVER'SMALV CDRRUGATION)CREST 14 PL VALLEY 13 PL -5.8" mmmmm OF STONE TO BE DETERMINED > BY DESIGN ENGINEER STORMTECH ISOLATOR ROW PROFILE 6"MIN.'s 1A < SCALE:N.T.S. 51' IrMIN.TYP. DESIGN ENGINEER IS RESPONSIBLE FOR MIN. Of -A ENSURING SUITABILITY OF SUBGRADE SOILS* z -A BUILD ROW IN STARTEND THIS DIRECTION a F_ STORMTECH TYPICAL CROSS SECTION C L SCALE:N.T.S. NOMINAL CHAMBER SPECIFICATIONS D1_ SIZE(Wx Hx INSTALLED LENGTH) - 51.0"x 30.0"x 85.4" m CHAMBERSTORAGE - 45.9 CUBIC FEET m 0 Li uj MINIMUM INSTALLED STORAGE - 74.9 CUBIC FEET z 0 z y WEIGHT - 75 LBS. GRANULAR WELL GRADED SOIUAGGIREGATE MIXTURES,<35% _j 0 FINES. COMPACT IN 6 INCH LIFTS TO 95%PROCTOR DENSITY. C) LLJ 0� 2� V) < L'j FLOOR BOX FRAME AND LID W/S.S. SEE THE TABLE OF*ACCEPTABLE FILL MATERIALS IN a 0 STUBS AT TOP OF END CAP STUBS AT BOTTOM OF END CAP CAP SCREW LID CLOSURE NOTE: STORMTECH'S DESIGN MANUAL,INSTALLATION MANUAL,OR VENT MAY ALSO BE CONNECTED WWW.STORMTECH.COM. FOR PARTS NUMBERS ENDING FOR PARTS NUMBERS ENDING SCREW-IN CAP THROUGH THE END CAP OR INSPECTION WITH'T' WITH"B" PAVEMEN PORT CUT-OUT PART# CHAMBER PIPE SIZE A B C D CLASS"C"CONCRETE U) SC740EPE06T SC 740 6 In(150 mm) 10.90 In(277 mm) 3.85 In(98 mm) 18.50 In(470 mm) N/A AASHTO M288 CLASS 2 NON-WOVEN GEOTEXTILE Ld rul'�'PAVMINSTA SC740EPE06B SC 740 6 In(150 mm) 10.90 In(277 mm) 3.85 In(98 mm) N/A 0.50 In(13 mm) ......... ULAT 0 WHERE RUTTING F VEHICLES MAY OCCUR z SC740EPE12T SC 740 12 In(300 mm) 14.70 In(373 mm) 7.70 In(196 mm) 12.50 In(318 mm) IN. INCREASE OOVERTO ZV NIA Ld v SC740EPE12B SC 740 12 In(300 mm) 14.70 In(373 mm) 7.70 In(196 mm) N/A 1.20 In(30 mm) z w LLJ w LL. SC740EPE15T SC 740 15 In(375 mm) 18.40 In(467 mm)10.36 In(263 mm) 9.00 In(229 mm) N/A 4"PVC RISER LLJ MIN 15 In(375 mm) 18.40 In(467 mm)10.36 In(263 mm) I I N/A 1.30 In(33 mm) SC740EPE15B SC 740 SC740EPE18T SC 740 18 In (460 mm) 19.70 In(500 mm)10.72 In(272 mm) 5.00 In(127 mm) NIA Ld SHTO M288 CLASS 2 SC740EPE18B SC 740 18 In(460 mm) 19.70 In(500 In(272 mm)I N/A 1.60 In(41 mm) %-2 INCH WASHED NON-WOVEN GEOTEXTILE Z (D < o o d o o o o o d o o 4 4 o o o o SC740EPE24B SC 740 24 In(600 mm) 118.50 In(470 mm)l 9A5 In(240 mm) N/A 0.10 In(3 mm)] CRUSHED ANGULAR STONE. > < DEPTH OF FOUNDATION STONE FOR THE SC740EPE24B THE 24"STUB TO BE DETERMINED BY < z NOTE:ALL DIMENSIONS ARE NOMINAL 0 LIES BELOW THE BOTTOM OF THE END CAP SC-740 CHAMBER 00 Is 19 is is III so Is 11 DESIGN ENGINEE z ALL STUBS,EXCEPT FOR THE NSPECTION PORT TO BE SC740EPE24B ARE PLACED AT APPROXIMATELY 1.75". BACKFILL MATERIAL ATTACHED THROUGH BOTTOM OF END CAP SUCH THAT SHOULD BE REMOVED FROM BELOW THE CUT-OUT LOCATED DESIGN ENGINEER IS VSC-740 CHAMBER z THE OUTSIDE DIAMETER OF THE N-1 2 STUB SO THAT THE FITTING SETS LEVEL. 14TER OF CHAMBER RESPONSIBLE FOR AND END CAP < STUB IS FLUSH WITH THE BOTTOM ENSURING THE OFTHEENDCAP. FOR AASHTO M288 CLASS 2 SUITIBILITY OF z ADDITIONAL INFORMATION NON-WOVEN GEOTEXTILE SUBGRADE SOILS* 0 CONTACT STORMTECH AT V) 1-888-892-2694. z Lij SC-740 INSPECTION PORT DETAIL SC-740 CHAMBER VENT DETAIL. SC-740 TECHNICAL SPECIFICATIONS SCALE:N.T.S. SCALE:N.T.S. 0 SCALE:N.T.S. Ess-4 z 0 �Zf < o LL, z _j 0 < o__I E- Q V) E- 0 z ACCEPTABLE FILL MATERIALS STORIVITECH SC-310 AND SC-740 CHAMBER SYSTEMS 0 0 E- @ FILL MATERIAL FROM 18' ANY SOILIROCK MATERIALS,NATIVE N/A NIA PREPARE PER ENGINEERS PLANS.PAVED TO GRADE ABOVE CHAMBERS SOILS OR PER ENGINEERS PLANS. INSTALLATIONS MAY HAVE STRINGENT MATERIAL CHECK PLANS FOR PAVEMENT AND PREPARATION REQUIREMENTS. SUBGRADE REQUIREMENTS. @ FILL MATERIAL FOR 6'TO 18' GRANULAR WELL-GRADED 3,357,4,467, A-1 COMPACT IN WLIFTS TO A MINIMUM 95% oo ELEVATION ABOVE CHAMBERS SOILIAGGREGATE MIXTURES, 5,56,57,6. A-2 STANDARD PROCTOR DENSITY.ROLLER GROSS ca Gj (24-FOR UNPAVED INSTALLATIONS) <35%FINES. 67,68,7,78, A-3 VEHICLE WEIGHT NOT TO EXCEED 12,ODO LES. F_ co 8,89,9,10 DYNAMIC FORCE NOT TO EXCEED 20,000 LBS. co C& U) "t OD 0 (g)EMBEDMENT STONE SURROUNDING WASHED ANGULAR STONE WITH THE 3,357,4,407,5, N/A NO COMPACTION REQUIRED r- to z v W AND TO AWELEVATION ABOVE MAJORITY OF PARTICLES BETWEEN 56,57 Ul co CHAMBERS %-21NCH u) F- co- (&FOUNDATION STONE BELOW WASHED ANGULAR STONE WITH THE 3,357,4,467, N/A PLATE COMPACT OR ROLL TO ACHIEVE A . < -0 CHAMBERS MAJORITY OF PARTICLES BETWEEN 5,56.57 95%STANDARD PROCTOR DENSITY ca 1-t_j c) %-2 INCH CC LL co u. 15 0 �:Lj z co_1 co PLEASE NOTE: THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE WASHED 0-1- CRUSHED ANGULAR. FOR EXAMPLE,THE STONE MUST BE SPECIFIED AS WASHED,CRUSHED,ANGULAR NO.4 STONE. Lu -5: Is z STORMTECH ISOLATOR ROW LLI MANHOLE WITH LLI z OVERFLOW WEIR > z 96' -j! :2 LLI MAX. MIN" 61 MIN. f CC lu -1 U_ LU =) LL >j lit Z U) =) cD m a Z _j c� @ T\ 0 co 0 9 Lu L'L c6 DEPTH OF STONE La m TO BE DETERMINED 0_j BY DESIGN ENGINEER STORMTECH CHAMBERS _j-It *6'MIN >c3 z 0 U) 7 z 0 AASHTO W88 CLASS 2 OP TREATMENT TRAIN WITH ISOLATOR ROW c) C.) NON-WOVEN GEOTEXTILE ALLAROUND ANGULARSTONE SCALE:N.T.S. V) z STORMTECH LLC CONCEPTUAL PLAN DISCLAIMER DRAWING STORMTECH ACCEPTABLE FILL MATERIALS ; D-3 THIS STORMTECH CHAMBER SYSTEM LAYOUT WAS PRODUCED TO DEMONSTRATE A BED LAYOUT 0, SCALE:N.T.S. THAT WILL HANDLE THE DESIGN VOLUME LISTED ABOVE. THE SIZING,FIT AND APPLICABILITY OF THE STORMTECH CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT HAS NOT BEEN DETERMINED. IT IS THE 12 OF 14 ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. STORMTECH DATE: PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH STORMTECHIS MINIMUM APRIL, 2006 REQUIREMENTS. STORMTECH LLC DOES NOT APPROVE PLANS,SIZING,OR SYSTEM DESIGNS. THI DESIGNING ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. PROJECT NO.: 11-PD-DET-2.dwg 11241 0 7 I I-P- A. J ' j GENERAL BACKFILL MATERIAL (SEE NOTE #5) ENCH WIDTH MAXIMUM TR, E NOTE 01 1) (SE TEST F- 7, CIR g BALL BALL C-4 CAST IRON VALVE BOX & COVER, COVER TO BE LABELED "SEWER* > -t7 VALVE VALVE 6" WIDE X 8" THK. COCKS 12 CONC. COLLAR SLOPE BACKFILL COMPACTED TO WE DIAMMER 4-SIDES 98% (SEE NOTE #3&4) 2' SQ. 0. PAVEMENT OR vu.'� GROUND --- - - - - - - - UNDISTURBED SOIL OR SUITABLE L COMPACTE D GALV. STEEL BACKFILOW GALV STEEL DENSITY (NOTE#2) m PREVENTER IN V) ACCORDANCE WITH PLANS APPROVED BY GENERAL NOTES: STD. CLE&NOUT COVER JEA z 1-#4 CONT. WITH THREADED PLUG TEST TYPICAL TRENCH COCKS z 0 INSULATE 1. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY OR CITY FIN. GRADE EXPOSED 0 F= �- ��3 M PEG LOCATOR SURFACES (I EASEMENTMUSTBE IN CONFORMANCE WITH CITY OF ATLANTIC BEACH PUBLIC WORKS(ABPW)APPROVED ryp) 6*X6* WYE L) MATERIALS. 5 9 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING,FITTINGS,AND APPURTENANCES REQUIRED FORA BRANCH (n COMPLETE SYSTEM AS SHOWN ON THE DRAWINGS INCLUDING ANY ADJUSTMENTS DUE TO UNKNOWN 4" MIN CONC. ENCASEMENT LLI NOTES 7 OBSTRUCTIONS. 2500 P.S.I. CONCRETE 0 1) TRENCH SIDES SHALL BE APPROXIMATELY VER71CAL BETWEEN AN ELEVATION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE 3. ALL CONNECTIONS AND TIES TO THE ABPW WATER AND SEWER SYSTEM WILL BE PERFORMED BY THE CONTRACTOR OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA SION OF THE ABPW. . . . . 6" P.V.C. 45 DEG. EL CENTER LINE OF THE PIPE, UNDER SUPERVI STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM SERVICE 4. EVERY CARE SHALL BE TAKEN IN HANDLING AND LAYING OF PIPE AND FITTINGS TO AVOID DAMAGING THE PIPE, SUPPLY i PAYLINE WIDTHS. SCRATCHING OR MARRING MACHINED SURFACES,AND ABRASION OF THE PIPE COATINGS. ANY FITTING > 2) BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF THE PIPE TO REST ON THE UNDISTURBED TRENCH Ld SHOWING A CRACK AND ANY FITTING OR PIPE WHICH HAS RECEIVED A SEVERE BLOW THAT MAY HAVE CAUSED SCH. 80 P.V.C. PIPE BOTTOM. BOULDERS OR LOOSE ROCKS LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO AND REMOVED AT ONCE FROM THE WORK. I FOOT ABOVE THE TOP OF THE PIPE. Ld AN INCIPIENT FRACTURE,EVEN THOUGH NO SUCH FRACTURE CAN BE SEEN,SHALL BE MARKED AS REJECTED 6* P.V.C. STOPPER ELEVATION 5. WHERE PARALLEL WATER AND SEWER(INCLUDING STORM)LINES HAVE LESSTHAN 10 FEETHORIZONTAL 3) BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) 6" P.V.C. TO SANITARY AND SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. SEPARATION,FULL-UNCUT LENGTHS OF WATER QUALITY PIPE(DR1 8 AWWA C900 FOR NEWLY INSTALLED SEWER SEWER NOTES: 0 AND DR25 AWNA C900 WATER)WILL BE USED WITH THE JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY 4) BACKnLL MATERIAL UP IU A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL 6 INCH COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 98% OF IT'S MAXIMUM DENSITY AS DETERMINED SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D1557. SEWER AND WITH 10 FEET OF SEPARATION WHERE POSSIBLE. THESE SITUATIONS MAY OR MAY-NOT BE SCHEDULE 40 GALVANIZED STEEL OR BRASS 5) SEE - EXCAVATION AND 1EARTHWORK*, SECTION 408 FOR ADDITIONAL REQUIREMENTS INCLUDING REMOVAL AND REPLACEMENT NOTED ON THE DESIGN DRAWINGS IN EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED CLEANOUT DETAIL OF UNSUITABLE SOILS. DEWATERING. COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. IN WRITING BY THE ENGINEER. REDUCED PRESSURE WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER(INCLUDING STORM)LINES TO CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE,A FULL-UNCUT LENGTH OF WATER QUALITY PIPE(DR18 AWWA C900 BACKIFLOW PRIEVENTER D�TAIIL OPEN-CUT TRENCH SEWER,DR25 AWWA C900 WATER)WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF >_ m CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL FOR PRESSURE PIPE 0 m 0 -lit SEPARATION BETWEEN WATER AND SEWER(INCLUDING STORM)PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL L;3 Uj LLI Ld BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE 1/04 PLATE W-42 Z Z _J 2 3: C) THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. < 0 < Ld A FULL-UNCUT LENGTH OF WATER MAIN PIPE(USUALLY 20 FEET)SHALL BE CENTERED AT THE POINT OF C) Ld O� 0 0 CROSSING OF ALL WATER AND SEWER(INCLUDING STORM)LINES AT THE POINT OF CROSSINGS REGARDLESS OF THE VERTICAL SEPARATIONS.HORIZONTAL SEPARATION BETWEEN STORM SEWER AND FIRE HYDRANTS 'qi%0R108k9! ANZOWMWAW 6. CONTRACTOR SHALL NOTIFY ABPW AT LEAST 48 HOURS PRIOR TO CONNECTING TO CITY FACILITIES,TESTING cr-DEPTH VARIES MIN/MAX WAR (SEE NOTE15) NEW MAINS,FLUSHING SEWER MAINS,FLUSHING SEWER MAINS AND INSPECTIONS. FULL LENGTH OF PIPE CENTER MAXIMUM 80 % OF MANUFACTURER'S PROPOSED EXISTING UTILITY PIPE i 0� I LOCATE WIRE RECOMMENDATION FOR DEPTH VARIES FULL LENGTH OF PIPE CENTERED AT CROSSING. (SEE NOTES). MIN/MAX COVER WATER MAIN MIN/MAX COVER (SEE NOTE04) LOCATE WIRE SIZE&TYPE SANITARY SEWER SPECIFICATIONS: AT CROSSING. (SEE NOTE)- (SEE NOTE#3) PROPOSED WATER MAIN JOINT DEFLECTION EXISTING CONFLICT PIPE (SEE N 4) (SEE NOTE13) VARIES. w SIZE TYPE VARIES RJUL LENGTH F pEpARxnON VARIES LLI I + SEPARATION PE CENTER SEE NOTE 112) C) 1. PVC 1120,CLASS 118,SDR35 PIPE: PIPE SHALL CONFORM TO ASTM D3034 FOR 4"THROUGH 15"DIAMETER PIPE. L-1w, VARIES + PIPE MATERIAL SHALL BE CLEAN,NATIONAL SANITATION FOUNDATION APPROVED,CLASS 12454-B PVC COMPOUND MAXIMUM 80 %OF z (SEE NOTES PROPOSED WATER MANUFACTURER'S w LLJ CONFORMING TOASTM RESIN SPECIFICATION D1784 WITH WALL THICKNESS T-1. PIPE COUPLING SHALL BE IN x 1&2) MAIN SIZE & TYPE RECOMMENDATION FOR ACCORDANCE WITH ASTM D3212.ELASTOMERIC SEALS SHALL MEET ASTM F477 OR ASTM F913. (n Ld VARI JOINT DEIucnON LL_ 2. FITTINGS: FITTINGS 4"AND LARGER ON PVC PIPE INSTALLED UNDERGROUND SHALL BE OF SAME PVC TYPE AS S ON Ld THE PIPE WITH JOINTS TO MATCH THE PIPE BEING INSTALLED. ALL PVC FITTINGS SHALL BE GREEN. FITTINGS VARIES M HANICAL JOINT SHALL MEET ASTM D3034 AND ASTM F1 336 FOR SIZES 4"AND 6"IN DIAMETER WITH MINMUM WALL THICKNESS THE LENGTH OF THE PIPE 11 1/4� 22 11Z (SEE NOTES#1&2) L VAIRE CL 1 9' MINIMUM 9' MINIMLIM[ EXISTING CONFUCT PIPE (SEE NOTE#3) OR 45- NZE VARIES) 9. MI 9- MIN. MINIMUM HORIZONTAL LENGTH REQUIRED AS PER IZONTAI LENGTH z OF SDR 35. FITTINGS SHALL BE GASKET JOINT TYPE MEETING THE REQUIREMENTS OF ASTM D3212. ELASTO- TO BE RESTRAINED ON EACH 9' MIN. MIN. MINIMUM HOR REQUIRED AS PER ERIC GASKETS SHALL CONFORM TO ASTM F477 OR ASTM F913. PVC MATERIAL SHALL HAVE A CELL PIPE MANUFACTURER TO OEFLECT PIPE VERTICALLY TO MANUFACTLIRER TO DEFLECT PIPE VERTICALLY To SIDE OF BEND SHALL BE IN AVOID OBSTRUCTION. AVOID OBSTRUCTION. CLASSIFICATION OF 12454-B IN ACCORDANCE WITH ASTM D1784, < ACCORDANCE WITH TABLE RESTRAINED JOINT MINIMUM HORIZONTAL LENGTH REQUIRED AS MINIMUM HORIZONTAL LENG1H REQUIRED AS w 3. BEDDING SHALL BE CLASS B,TYPE I MODIFIED. FOR MECHANICAL RESTRAINT (TYP.) SIZE AS REQUIRED PER MANUFACTURER M DEFLECT PIPE PER MANUFACTURER M DEFLECT PIPE LENGTHS. (SEE DEIAIL PLATE W-31 A&B) VERTICALLY TO AVOID OBSTRUCTION. VERTICALLY TO AVOID OBSTRUCTION. r) Ld 4. TESTING: CONTRACTOR MUST TEST ALL WORK FOR FAULTY ALIGNMENT,DEFECTS,OR LEAKS. ANY SUCH CASE "B" CROSSING F_ DEVIATION OR OMISSION SHALL BE CORRECTED AT ONCE. ANY PIPE FOUND TO BE DEFORMED AND/OR CASE "A" CROSSING w 0 DEFLECTED IN EXCESS OF 7.5%OF THE NOMINAL DIAMETER OF THE PIPE SHALL BE REMOVED AND REPLACED CASE "B" CROSSING z WITH NEW PIPE AT NO ADDITIONAL COST TO THE OWNER. 0 5. ALL CLEANOUT CAPS INSTALLED IN PAVEMENT TO BE TRAFFIC RATED. NOTES z 1. IF EXISTING UnUTY PIPE IS A WATER MAIN. 6-INCHES OF SEPARATION IS REQUIRED. < 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DEMILS (PLATE W-10 AND PLATE W-11) NOTES: (f) NOTES: z WATER SPECIFICATIONS: 3. LOCATING WIRE REQUIRED: SEE DETAIL PLATE W-44. 0 1. IF EXISTING CONFUCT'PIPE IS A WATER MAIN, 6-INCHES OF SEPARATION IS REQUIRED. V) 1. INSTALL WATER PIPING WITH A MINIMUM 36"COVER IN PAVED AND UNPAVED AREAS. UNLESS OTHERWISE NOTED. 4. THE COVER FOR PIPING LESS THAN 24' SIZE SHALL BE 30- (MIN) IN UNPAVED ARE& 1. IF EXISTING CONFLICT PIPE IS A WATER MAIN, 6-INCHES OF SEPARATION IS REQUIRED. z 36- gMIN) IN PAVED AREAS AND A MAXIMUM COVER OF 60% UNLESS APPROVED 13Y INTERCOASTAL unum. 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DE1AJL(PLATE W-10 AND PLATE W-11) 2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DEIAIL(PLATE W-10 AND PLATE W-11) THE VER FOR PIPING 2e SIZE AND LARGER SHALL BE 36- (MIN) IN PAVED AND UNPAVED Ld 2. PVC 1120,SCHEDULE 40 AND SCHEDULE 80 PIPE: PIPE SHALL CONFORM TO ASTM D1785. PIPE SHALL BE MARKED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED By iNTERcoAsTAL UTILITIES. LOCATE WIRE REQUIRED. SEE DETAL PLATE W-44. 3. LOCATING WIRE REQUIRED-SEE DEML PLATE W-44. NSF-pwAPPROVED. 0 4.THE COVER OVER ALL PIPIN LESS THAN 24"SIZE SHALL BE A MINIMUM OF 30*IN UNPAVED AREAS AND 3. PVC PIPING OF NOMINAL DIAMETER 4"THROUGH 12"SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA 4. THE COVER OVER ALL PIPING LESS THAN 24*SZE SHALL BE A MINIMUM OF 30" IN UNPAVED 36"IN PAVED AREAS WITH GA MAXIMUM COVER OF so-UNLESS APPROVED OTHERWISE BY INTERCOASrAl.UTILITIES. OOM FOR I C900-LATEST,'STANDARD FOR PVC PRESSURE PIPE,4 IN.THROUGH 12 IN.FOR WATER DISTRIBUTION.- PIPE AREAS AND 36* IN PAVED AREAS WITH A MAXIMUM COVER OF 60* UNLESS APPROVED OTHERWISE PIPING 2V SIZE AND LARGER SIALL BE MINIMUM OF 35-(PAVED AND UNPAVED)AND MAXIMUM OF W UNLESS 0 BY INTERCOASTAL UTILITIES. COVER FOR PIPING 24*SIZE AND LARGER SHALL BE MINIMUM OF 36' APPROVED OTHERWISE BY INTOMWAL UTILITIES. SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND MINIMUM DIMENSION RATIOOF 25,AND ADJUSTMENT UNDER EXISTING UTILITIES (PAVED AND UNPAVED)AND MAXIMUM OF SV UNLESS APPROVED OTHERWISE BY INTERCOASTAL unurEs. E-4 SHALL HAVE SAME O.D.AS DUCTILE IRON PIPE. 3. 5. IF PIPING CONFLICT IS LOCATED AREA(NO TRAFFIC LOADS) AND'ME NER PIK IS D.I.P.,THEN THE MINIMUM COVER MAY BE REDUCED 70 24 INCHES (ONLY IN THE AREA OF THE OONFLICO. 44 < 4. HIGH DENSITY POLYETHYLENE PIPING 1/2"THROUGH 3'SHALL BE PE 3408 DR1 1 AND SHALL BE MARKED IN ACCORDANCE MECHANICAL RESTRAINTS ADJUSTMENT UNDER EXISTING UTILITIES C:) WITH AWWA C901-LATEST,'PE PRESSURE PIPE AND TUBING,1/2 INCH THROUGH 3 INCH,FOR WATER SERVICE. 1/2"THROUGH 3"PIPE SHALL BE COLORED BLUE FOR WATER AND GREEN FOR WASTEWATER AS REQUIRED.. 1/04 PLATE W-34 PIPE JOINT DEFLECTION 5.FITTINGS: FITTINGS SHALL MATCH THE TYPE OF PIPE FURNISHED,EXCEPT AS OTHERWISE SPECIFIED. SCHEDULE ADJUSTMENT OVER EXISTING UTILITIES 1/04 40 AND SCHEDULE 80 FIT71NG SHALL HAVE SOLVENT WELD JOINTS AND BE IN ACCORDANCE WITH ASTM D2672. FITTINGS ON 2"PVC PIPE MAY BE PVC WITH PUSH-ON BELL TYPE JOINT OR SOLVENT WELD. FITTINGS WOR PIPE JOINT DEFLECTION z LL, LARGER ON PUSH-ON JOINT PIPE INSTALLED UNDERGROUND SHALL BE M.J.DUCTILE IRON OR PVC WITH < RESTRAINED PUSH-ON BELL TYPE JOINT. 1/04 PLATE W-41 0 E- u _I V) 6. JOINTS: PVC PIPE SHALL HAVE INTEGRAL BELL PUSH-ON TYPE JOINTS CONFORMING WITH ASTM D3139. FOR PVC PLATE W-40 �D �-_4 C-) I.- PIPE 2-OR SMALLER,SOLVENT WELD JOINTS SHALL BE USED. SOLVENT CEMENT USED FOR SOLVENT WELD 0-4 0 JOINTS SHALL COMPLY WITH ASTM D2564. THE JOINT SHALL BE MADE IN ACCORDANCE WITH D2855. THE JOINT CL4mpm E- E-i z SHALL CONFORM TO ASTM D2672. JOINTS FOR 2 1/2"AND LARGER PIPE SHALL BE INSTALLED IN ACCORDANCE PVC PIPE RESTRAINT JOINT SCHEDULE TEE BOLT TEE BOLT L cn 0 WITH J.E.A.STANDARDS MANUAL SEC.350.2.4 AS APPLICABLE. z MECHANICAL JOINT CONNECTIONS BETWEEN D.I.PIPE OR FITTINGS AND HDPE PIPE OR FITTINGS LENGTH (L) TO BE RESTRAINED (SEE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS) E- HORIZONTAL BENDS VERTICAL OFFSETS REDUCERS T S(NOTE 5) BELL JT PVC o -M.J. D.I. FITTINGS SHALL BE D.I.M.J.GLANDS CONFORMING TOAWWA Cl 11 AND AWWA C153. MECHANICAL JOINTS SHALL BE FULLY NOMINAL i PLAIN RESTRAINED. PIPE 90� 45' 22.5! 11.25* 45' BENDS VALVES OR E�MC END PVC SIZE BENDS BENDS BENDS BENDS (SEE N TE 4) DEC-ENDS SIZE L RUN BRANCH L HORIZONTAL BEND 7. TESTING: LEAKAGE AND PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600,SECTION 4. (IN.) L(FT.) L.(Fr.) L.(Fr.) LR(FT.) LU(FT.) UI(Fr.) L(FT.) FT SIZE SIZE FT x m 11 R ANGLE OF _39- IL 3N 4- F.O. L_-I 8. DISINFECTION: DISINFECT ALL WATER PIPING AND FITTINGS ACCORDING TO APPLICABLE PROVISIONS OF THE 4 20 a 4 2 20 3 50 _UX DIRECTION PROCEDURE ESTABLISHED IN AWWA STANDARD C651-92,-AWWA STANDARD FOR DISINFECTING WATER MAINS-. 8X6 35 6" 6. 10 RM CHANGE 6 1 28 10 5 2 28 4 70 1 8X4 65 4*< LESS F.O.1 9. INSTALLWATTS SERIES 009,1"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER(ORAPPROVED EQUAL). BACKFLOW PREVENTER MUST BE IN ACCORDANCE WITH AWWA STANDARD C51 1-LATEST,'REDUCED-PRESSURE 36 14 6 3 36 5 so IOXS 35 a, a. 30 RESTRAINED BELL JOI 0 RESTRAINED MECHANICAL JOINT L co PRINCIPLE BACKIFLOW-PREVENTION ASSEMBLY". 6< LESS F.O. 10 40 is a 4 45 6 110 IOX6 65 TYPICAL PROFILE 10.METER BOX TO BE DOUBLE WALL PLASTIC WITH TOUCH-READ LID. 12 50 20 9 4 52 a 120 l2XlO 35 10- 10- 48 TYPICAL PROFILE I SECTION MECHANICAL JOINT TO PLAIN END 12XS 65 14 BELL JOINT TO PLAIN END W/MECHANICAL RESTRAINERS co 25 11.BACKFLOW PREVENTER MUST BE TESTED BYA CERTIFIED TESTER AND A COPY OF THE TEST RESULTS 14 56 23 10 5 60 9 1 140 W/MECHANICAL RESTRAINERS R4 W R 16XI12 65 6"< LESS F.O. DEAD END P m SHALL BE SUBMITTED TO ABPW ............. U)<::� 16 80 26 11 6 67 10 160 l6XlO 95 12" 12" 65 0 F-C)t.- is 69 29 12 6 74 12 160 2OX16 65 lo" 35 . =) w I < O;z 20 75 32 13 7 80 13 195 8*< LESS I F.O. CA I.L. 5 ce) 2OX12 120 16* 16* 100 9c LL MECHANICAL JOINT SLEEVES Ru 0 Z. _N z uj in _j co 24 76 33 15 7 81 14 200 24X20 65 12' 40 z 10% F.0 is 24X18 95 4 LU > 30 as 36 9 97 1 16 235 --- UPPER BEND J (n 24XIS 120 20" 20* 130 1 El ao 916 w 36 100 40 20 10 110 20 , 270 ANGLE OF 4L5! / 1 2 i 011- is" 80 TIE RODS DIRECTION cc < 48 23 1360 1 ' so CHANGE a. LU 0 1 42 1 115 11 125 24 30X20 150 12%LESSI F.0 REDUCER Lu 130 1 48 125. 52 1 25 1 12 140 36X30 80 24- 24 RUN Us Z ZDAZIF lau 20- go > 0 40 z Z) LU PVC PIPE RESTRANT NOTES: 42X30 150 12te< LESS ED NUMBER OF 11E RODS REQUIRED LOWER BEND 0 C6-t 4BX421 80 30- 30- 140 z 24" 80 ci of m 20" 50 '**'�PLUG 03--08- MAIN - 2 ROD'S LU _j LL< 1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO Lu :D LL 0 - 6"< LESS F.O. 10"-12* MAIN - 4 RODS Z CD >j LENGHTS INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM. - - �Z 36* 3 180 DEAD -END THRUST COLLAR 14*-20* MAIN - 6 RODS ANGLE OF 45* T U ED 6 a z -Iwo z C) DO 0 to 30 20 DIRECTION z _j co 2. ASSUMPTIONS: PVC PIPE. SAFETY FACTOR=1.5. TEST PRESSURE=1 50PSI. ANCHOR 2e-36' MAIN - 8 RODS U)U_C6 2e 50 TO BE USED INSTEAD OF TOTAL CHANGE z SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20* 20*<LESS F.D. 42*-48* MAIN - 10 RODS VERTICAL OFFSET PROFILE T Uj 0) RESTRAINED LENGTH (OPTIONAL) AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE. 0_j 42* 42* 220 BRANCH 7=! SIZE AS PER THRUST BLOCK DETAIL (W-38). > 35" iso SEE MAILS W-36 & W-37. U) F-2- 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 30* 80 L 0 24* 40 0< LESSI F.01 z 4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 48' 250 L L 0 FEET COVER ON BOTTOM. PER THE DETAJM Lu IS THE RESTRAINED 4r 180 1'"o-TEE G, I= LENGTH FOR THE UPPER (TOP) LEVEL Li IS THE RESTRAINED LENGTH FOR 36, 90 GENERAL NOTES co THE LOWER (DEEPER) LEVEL ASSUME 45 DEGREE BENDS. 30" 40 PAY ITEM DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH I ae< F.0 V) BASIS. F.O. FITTING ONLY z 5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON 0 EITHER SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET PAY ITEM DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE DRAWING (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT LENGHT ON TEE 'BWCH- BID FOR FITTING OR VALVE. LINE. NOTES: D-4 a-mo- INDICATES DIRECIIUN Ur kwAIER HAMMER) FORCE. 6. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 1.TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF VALVE FT (MIN). TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN.). 13 OF 14 2.PAY ITEM DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. PVC PIPE Ld MECHANICAL RESTRAINT DETAILS I 3.PAY ITEM DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID DATE: U) FOR FITTING OR VALVE. RESTRAINT JOINT SCHEDULE APRIL, 2006 1/04 PLATE S-38C MECHANICAL RESTRAINT DETAILS 11 1/04 PLATE S-38A PROJECT NO.: 1/04 PLATE S-38D 11241 13-WS-DET-D-2 ctwg 0 z Q. TD5 LANP�36APE 6AL6ULATION�3 PLAN 11 lNe NO C) 1. The LANDSCAPE CONTRACTOR is responsible for verify' REqUIREP LANP66AFE, INTERIOR VUA REqUIREP LANP66APE, 6TREET f=RONTA0E REqUIREP LANP66APE, APJACENT PRO-ERTY site con�i�lons(mo Ing project 7:, VUA: istue and pH) and all quantities indicated on these Mans, CmIA VUA f=RONTAOE: 2-7Z ff VUA f=RONTA6E: 2-72- f T befor pricing work. LANDSCAPE CONTRACTOR shall notify the LANDSCA E i ARCHITECT if soil conditions are poorly drained to determine is substitution REqUIREP: REqUIREP: 2-32-0 Sf=. Z" i 1, A. i of materials is �necessary. REqUIRffP: 1,"3(vO Sf=. . ....... PROVIPEP: 1,�176 6f=. 2. All plant material shall :be Florida Grade No. 1 or better FROVIPEP: 'ZNa'51 Sf=. PROVIPEP: 1,545 Sff. nursery grown in accordanc TREES: 4 TREES e to Florida Grades and Standards handbook. TREES: 4o TREES TREES: (a TREES C� SHRU�)S: 1,2_5�z f=T @ '2-570 n�) 61= 611RU156: '2-7Z f=T @ 757o 2-04 f-T 3. Plants shall be sound, healthy and vigorous, well branched and I _J 6ff @ .3 6ff RU�) :55 6HRIJIF�6 rn densely foliated when in leaf. They shall be free of disease, 2.04 FT- @ '3 fT/SHRU�? (,99 eMRUj56 insects, eggs or larvae and� shall have healthy, well developed root _J W ro LO systems. They shall befree from physical damage or adverse U _J a conditions that would prevent thriving growth. LL_ PROTE6,TEP TREES REMOVEP: 0 IN6HES FORM SALVM WITH I -o a' MU-CH 66WINUR)S RIM 4. All plants must be container grown or B&B as indicated 0 0 REqUIREP REPLA6EMENT: 0 INOHE6 in the plant list. W 5. All plants shall conform to the varieties indicated in the TOTAL PROPOSEP TREES: U IN6HE6 = Z plant list. 0 fit SpWrEp mmriwa V 6. Substitution of plant materials will not be permitted unless MR, WATER & TAMP authorized in writing by the LANDSCAPE ARCHITECT. < < TO REMOVE AIR If proof is POCKET'S submitted that any plant specified in not obtainable, a proposal W n LEOENP will be considered for use of the nearest equivalent size or < variety with corresponding adjustment of contract price. 7. Plant material locations and bed outlines shall be staked or X 0 TO f5E TRAN6PLANTEP flagged on site by the CONTRACTOR and shall be ad usted if required W PALM-W TREE FIRE HYDRANT Z to fit actual as-built conditions on site and approved by the owner < er OAK(�)TREE TO f5E PRE6ERVEP W/ t5ARRICAPE i or owners representative. _J < 611RU�) PLANTINO 8. All proposed tree planting locations shall be staked or flagged 4� before installation by the LANDSCAPE ARCHITECT and approved by the 41 66&F- NOT TO 66AE owner or owners representative. 9. The CONTRACTOR shall excavate plant pits, according to the drawings, 10'PALM, NO'FE: unless otherwise directed. Apply pre-emergent to all beds prior to planting. 10. All container grown rootballs shall be carefully scoured SHR 12'PALM STAKE To rFST pF,*zHEs AS NFZE65ARY FOR before setting in plant pits. TMSR-ANTW FIRM OYPOIRT 11. All backfill around plant material shall be worked firmly, IPA V PA-M6 WIRE SHALL NOT Ta4H tamped and watered in under and around the rootball to fill all OR RLID AIPJACENT' voids. TRI14<6 OR PRANMiM 'PALM 12. LANDSCAPE CONTRACTOR shall bear final responsibility for 12'PALM 12'PALM 8 13'5 8 W 150,00' V X 2!' HARM06P STAKES PRIVEN FIRMLY A MINIMLIM OF proper surface drainage of planted areas. Any discrepancy in the -0 THE 6LV_*4" __I 'ALM" If INT drawings, obstruction on the site, or prior to work done by any PRIOR TO I5ACffILLIWV 0AJ6E rVALV. other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE WIRE TVV16TEP ANP ENCASEP ARCHITECT for correction or relief of said responsibility. 10'PALM`2`PA IN R=ER HOW- 0 - T MULM(41 13. Planting beds shall be cut or edged to form a uniform clean MOM TOP OF ST*Z 5 RI Z WIRE 6LIPPORPS SHALL W_ line between beds and lawn areas. rORM SAYX:R WITH E3- Lr--W ON MAIN 6TRtVTUR& 10'PAL 66WIN1.161,15 RIM 14. After all plant material in a plant bed area has been 7 IF 81LALM I W_ANaiES installed and approved, the areas between plants shall be raked to full I I 10 SP an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered "T6,11-r-P PLANT"[Wi MIX WATT:R & TAMP TO with a minimum three inch layer of #2 grade or better RED cypress Z _J --RAP REMOVE AF, POCKUS mulch. L-0-Hp- ID GKOE myKiL LL_ MYRTLE 15. All planting bed areas with acceptable topsoil shall be top 7D ose Bib dressed with 50% organic 6-6-6 commercial fertilizer at a rate of nine pounds per 1000 square feet and tilled to a minimum depth of C:� -212' 2. X PALL PIA (D 0 4", three inches. < �o 11 LJ > CRAPE _J Ld MYRTLE V 16. Plant material backfill mixture shall be thoroughly mixed in W M the following preparations: > CD > 0 p 50% existing clean topsoil 1/3 topsoil 2'2'2' _F1-_FRUNr\ TREE 6TA[<\1N0 1/3 peat C) 3: MUL 50% soil mix 1C ;a Z 44? 145 APE IPRTLE C3 142! MY Sckz NOT" TO 15fAx 1/3 cow manure < 17. The LANDSCAPE CONTRACTOR is responsible for all fine grading ose 17 P11 M If KIWS I)ONIPS preparation for planting. Apply pre-emergent to all beds prior to planting. 5 qV Li 19 Ld P'-2 Z < 1_,_!RI JC71-�1" 18. Rough grades will be established by the owners general Ln CRAPE M."IX HiEIGHT nHHJL 'MYRTL� 1 MUG F HE 14M), contractor at approximately 13 inches below curbs, sidewalks, hardscape amenities, *mowing strips and abutments. e 1 19. CONTRACTOR shall coordinate construction of planting areas NOTE: with installation of irrigation system. CRAPE 12"PALM" 121P 20. Where seeding may be required on the plans, germination rate MYRTLE'� STAKE TO MRST NRAN6,HES AS NECE-9SY FOR shall be the maximum percentage required for the variety specified FIRM SLWORT at the rate of application specified. 21. Sod areas shall be SPECIFIED Gross. Grass for sodding 'razh WIRE eVLL NOT 'raZh OR RLID AlPdACEW shall be freshly cut in squa 1-3 LJ T11:4MIS OR I5R*VHES res one foot wide by two feet long. Sod shall be healthy, free of insects and weeds, in naturally flourishing X 2!' HARPW06P !STAKES conditions. Dry, brown and unfresh sod will be rejected. 0 Hose Bib PRIVEN FRIvILY A MINIMIJIM or 15" INTO THE 61,1156RAPE 0 PRIOR TO I>ACKPIH IWJ 22. Sod shall be laid end t end and side to side in a staggered '520' line to form a uniform layer.' All uneven edges shall be squarely CR�P� 671:�AW IZ C7Ar_-;E_ &ALV. LANDSCAPE trimmed to allow close and rm fitting of each piece. RI MYV4� WIRE TW16W MP EWM6W 23. After sodding is compl ed, the entire sod areas shall be PLAN IN R=M HOSE- T watered by hand or irrigation system each day for two weeks. FF4.W Top Or 6T"AKE 014 IN14;.3P1iL_ 2. WIPE SUPPORTS, SHALL W_ F6RM 6AZER WTrH Sodded areas shall then be 'top dressed with a commercial fertilizer U5W ON MAIN 6rR1J6TLPAL as directed herein at the rate of 12 pounds per 1000 square feet of 3.2.06 ly, 6ONrMOLr_1 RIM __766_,_7 156 area in an evenly broad case; pattern. N 89^13'58' E .......... ------ ............... 24. The LANDSCAPE CONTRACTOR is responsible for fully maintaining C JANET 0. WHITMILLR.LA,INC. opyright, Janet 0. Whitmill,R.L.A. all plant material on site during and before planting, until the All rights reserved. No part of this TRANSRANTW SPWIMEP PLANrIN& MIX work may be used, reproduced, work in accepted by the LANDSCAPE ARCHITECT and or owner. distributed. displayed or otherwise P&M6 WATER &.TAMP 1-0 communicated In any form or by REMOVE AIR P06rETS 25. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to any means without the prior, be healthy plants and in flourishing condition of active growth for written consent of Janet 0. Whitmilli ninety (90) days from final inspection and acceptance. All trees shall be guaranteed an additional one- year from final inspection 2. X PALL PILA ATLANTIC BOULEVARD and acceptance, 26. The LANDSCAPE ARCHITECT, owner or owners representative shall STATE ROAD NO. 10 ------0- have the right to reject any land all work which in his opinion does (100' R/W) not meet with the requirements of the specifications at any stage Z i 0 of the project operation. 61NOLE-TRUNK TREE �3_FAKJNO 27. In general, the work shall proceed as rapidly as the site of SCALE NOT TO %AX becomes available. Keep all !areas of work clean, neat, and orderly at all times. V) W 28. There will be special care to all existing trees to be retained on site to avoid con'struction damage. A. 8,?� RRII-I.R _'E IN,'IC 11\1 G 29. If an automatic irrigation system is to be provided in lieu of IA/ F-IS, TO hose bibs as shown on the plan, a shop drawing of the layout and L6T design must be submitted to' the governmental agency, for review PLAN ---------......... ------ and approval, prior to installation. W qT-\( 6ym PESORIPTION SIZE 30. Irrigation system shall be fully automatic, providing 100% SPAOINO INCHES coverage to all planting areas, with all pop up heads in lawn area. "LIVE OAK' ia-12!; HT, 2!' OAL. AS SHOWN 1160 31. Irrigation station shall be set where there will be no mixing 5 qV qUER(� VIRe7INIANA 5 -)U6TRUM JAPON 16A 'TREE FORM LIOUSTFLU" 9V X 5! MATCHER i� CT, -5 TRK AS SHOWN 10 of shrub and lawn areas, fixed spray heads with gear driven heads RE"31 1`0ST LJ LIC or impacts. Shrub risers shall be minimum 2.5' from eop and 10 6P 6A15AL PALMETTO "6Af5�)AOE PALM" N yl E1W ELEVATION HURRICANE CU*r AS SHOWN 10 all heads minimum 1' from buildings. 00. 32. A double check backflow prevention (or approved equal); equal J013 NO. 14406 LJ LIC-)Lr:5TRUM JAPON16A "110VARP LIeUSTRUM" 2A!' HT, -3 eAL. 31�jj � '0 to a DCA-100; to be mounted in a rectangular valve box (12"x 10") TREE PROTECTION FENCING DETAIL RI RHAPHIOLEPIS INPICIA "INPIAN HAWTHORN" O)l HT., '5 ISIAL. 1:�011 061. on the service side of the meter and immediately adjacent to the DRAWN: Jow I (Y7 JP JUNIPERUS OHINENSIS "PARSONI JJNIPEF�' IV' SP, 3 CvAL. 061. water meter. 'll TO 33. After the landscape plan is approved by the governmental agency any subsequent changes must be resubmitted CHECKED: Jow SOP 6TENOTAPHRUIM SECUNPATIJM ST ALOL16TINE "f-LORATAM" for review and approval. T A'f (31F TREE E- VAL� OB 36. Shade trees shall be planted minimum 4' from EOP and 15' from OHE. OPER.; SITE' fDEV'__1`r1ME,�1N1T. FURTHER, eRASSINe WITH CvENERAL 6ONTRAOTOR. 37. Do not plant trees .below Normal Water Line (NWL) see civil drawings. dNIG 5 V), 'A 11 TER ANP 10' FROM EOP. 60ORRINATE SOP ALL 4:1 SLOPES OR eREA SCALE: 1 : 20 Sod all 4:1 or greater slopes Seed all other disturbed areas. L S DRAWING NO. LM lin 19; rrrr� I.; in, ALTA/ACSM LAND TITLE SURVEY MAP SHOWING BOUNDARY AND TOPOGRAPHIC SURVEY OF DUNKIN' DONUTS ATLANTIC BEACH, FLORIDA A PART OF CASTRO-Y-FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST IN THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD WITH THE VICINITY MAP EAST LINE OF SAID SECTION 38; THENCE RUN SOUTH 89' 13'58" WEST, AND ALONG THE NORTH RIGHT-OF- WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 210-20 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 07016'02" WEST AND PARALLEL TO THE EAST LINE OF SAID SECTION 38, A DISTANCE OF 150-00 FEET; THENCE RUNISOUTH 89- 13'58" WEST AND PARALLEL TO THE NORTH RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD, A DISTANCE OF 150.00 FEET; THENCE RUN SOUTH 07016'02" EAST AND PARALLEL TO THE EAST LINE OF SAID SECTION 38, A DISTANCE OF 150.00 FEET TO THE NORTH RIGHT-OF-WAY LINE PROJECT OF ATLANTIC BOULEVARD; THENCE RUN NORTH -89013'58" EAST AND ALONG THE NORTH RIGHT-OF-WAY LINE LOCATION OF ATLANTIC BOULEVARD, A DISTANCE OF 150-00 FEET TO THE POINT OF BEGINNING. CONTAINING 0.51 ACRES MORE OR LESS. ::]a M I FIRE HYDRANT TO JACKSONVILLE ATLANTIC - PENMAN LLC BENCH MARK RE NO. 171363-0000 BOX CUT ON TOP AT NOSE O.R.B. 10769, PAGE 227J OF CONC CURB� FOR GRASS ATLANTIC BOULEVARD PARKING ISLAND 'SHOPPING CENTER ELEVATION 13.22 12. 1 0 ASPHALT PAVEMENT 13-61 1 11-93 10"PALM 13. 1 5'DIA-1 SH 08 12"PALM CONP SPILLWAY FOUND 112' IRON -4)* PIPE-WITNOSS 13 LB3-857 1.91' W. Ri PIPE LB3857 -45 12.97 12'?A�� 13 27 FOUND 1 /2" IRON 12.99 13-44 12"PALM 12:74 12.06: i 11.940� 12"PALM 13.1,48 13-65 1113 13.18 S 89013 '58 " W 150. 00' 13.4 13-105 i I _N , AL <t,- 12.69 2.6-" 24�9 i 08 SET 11 /4" REBAR WITH,CAP LB6739 13.06 12-13 13.31 b, 13.07 3.28 12-90 13.19 6. 5' 13 '9 I '�R 13.20 3 DIA!S UB FATE V1, ASPHALT PAVEMENT 1 12.74 12"PALM OVER.PROPERTY LINE WMI 9RPALM I O-PAL ---------------------------------- GUY ANCHOR 20' REAR BUILDING SETBACK LINE 10"PAL 8"PALM 2"2"2 CRAPE MYRTLE 0 1 , 10"XIO"CONC LF \4) OR 2"2"2 12-19 CRAPE ! 11 -96 MYRTLE It I 0.50 Z lt3. G V) 1 9 0� 5,6, LO 0 0 C1�2"2 t O\A ASPHALT PAVEMENT 0 CRAW \ 1 0 SV-C i G I I rn - MYRTLE 0 CY) C__ VACANT LOT 8 N rV 2"2'T 1 12.17\ C> rri rn (p I 1 ::9-7- 1 CRAPE 1 11.81 \1 0 1 rn 0.51 ± ACRES MYRTLE1 t 22,315 SQUARE FEET 0 t-n r- O.R.B. 10962, PAGE 1988 C:) 0 2"2"2 ul �D CRAPE MYRTLE,' -i 1 3:_4 �13 03\ 12"PALM 12"PALM 2"2"2 CRAPE MYRTLE I 13.04 rri 0 13-30 12.A7- 0 11 12.84 C) A NLT PAVEMENT I A HALT PAVEMENT METAL a PLASTIC SIGN (A (NORTH BEACH)' 0 R PROPERTY LINE 18"PALM 11-47 12-93 12-49 ''i-------- - --20' FRONT BUILDING-SETBACK LINE ,1.4 12 9 i 3.1 -------- - ---- TOP,' 12:45 12-74 11-11 \ SIDEWALK STORM MH CRAPE 2"METAL GAS 12-83 ON LINE, MYRTLE 12-33-'\'\ OVER LINE 0.4' TOP 11-39 VENT PIP 11-40 FOUND NAIL a 12.5 24"X24"CONC PP E INV. 7.4 6 . .03 DISK LB3857 125.92' 13 WITH STREET LIGHT S INV. 7.37 1.49 If 6 - - -- - - -- - 12 - -- -- - - 11.16 1 :84 ON P a"kOPERTY LINE :;;-CONC. SIDEWALK 10-95 S 89013'58" W 210.2'(DEED) OF WAY LINE 10-93 209-53' (FIELD) 1�_�O�_T�CREY �CGTT OH 9 LINL�) \�\- CONC RAMP 5 ---- -- - - - - - - - - - - - - - -- -- -- GRASS R MP-5 "RCP 96.3' - - - - - - T - - -- - - - --- - - - - GRASS�'-\ CONC RAM�,,� 89013 '58 150. 00' All LEGEND: V 1.2' CONC- CONCRETE Z EDGE OF ASPHALT PAVEMENT\X CONCREIE CURB 11-39 CURB INLET INV. INVERT ELEVATION '�ET NAIL DISK, 11-737 �v LP LIGHT POLE NO. LB6739 IN 11-34 11-02 C-) TOP 11.41 a GRATE 10.90 MH MANHOLE CONCRETE WALK POINT OF BEGINNING THROAT 10.44 OHE AERIAL POWER LINE SET NAIL a DISK, POINT OF REFERENCE O.R.B. OFFICIAL RECORDS BOOK Y, NO. LB6739 IN FOUND 1 /2" IRON RCP REINFORCED CONCRETE PIPE CONCRETE WALK PIPE CAP SMASHED WM WATER METER: ATLANTIC, BOULEVARD STATE R OAD NO. 10 BENCH MARK 100 R/W) BOXCUT ON TOP AT NOSE OF CONC CURB FOR MEDIAN ISLAND ELEVATION 12-69 0 0 NOTES: 1 . BEARINGS SHOWN HEREON BASED ON OFFICIAL RECORDS BOOK 10962, PAGE 1988, WITH THE NORTHERLY RIGHT-OF-WAY LINE OF ATLANTIC BOULEVARD HAVING A BEARING OF NORTH 89013"58" EAST. 2. THIS SURVEY WAS PERFORMED BASED ON TITLE INSURANCE COMMITMENT NO. FA-C-2077021 ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, WITH AN EFFECTIVE DATE OF DECEMBER 12', 2005. 3. IMPROVEMENTS LOCATED ONLY AS SHOWN HEREON. ONLY ABOVE GROUND INDICATORS TO BELOW GROUND UTILITIES WERE LOCATED. OTHER UTILITIES MAY BE PRESENT ALTHOUGH NOT SHOWN HEREON. FIREHYDRANT 4. THE ABOVE DESCRIBED LANDS LIE IN UNSHADED FLOOD ZONE "X" WHICH Is AN AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN, ACCORDING TO COMMUNITY-PANEL NUMBER 120075- 0001 D OF THE FLOOD INSURANCE RATE MAPS FOR THE CITY OF ATLANTIC BEACH, FLORIDA, DATED APRIL 17, 1989. TO: DUNKIN/ATLANTIC SAILFISH LLC AND FIRST AMERICAN TITLE INSURANCE COMPANY 5. ELEVATONS HEREON SHOWN THUS: \%' BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED, ORIGINATINGBENCH MARK USED IS A RAILROAD SPIKE FOUND IN A 15" PINE TREE LOCATED 66.8 WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM FEET EAST OF THE CENTERLINE OF SEMINOLE ROAD AND 28.4 FEET SOUTH OF THE CENTERLINE LAND TITLE SURVEYS, "� JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, OF SEASPRAY' AVENUE. ELEVATION = 12.250' N-G.V.D. (29 ). AND INCLUDES ITEMS I - 6, 8, 1 1 (a), 13 AND 14 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE 6. THE ZONING DESIGNATION FOR THE ABOVE DESCRIBED LANDS IS COMMERCIAL GENERAL/ ATLANTIC DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM BEACH (ACG). ACCORDING TO THE CITY OF ATLANTIC BEACH, THE BUILDING HEIGHT IS RESTRICTED WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS FOR TO 35 FEET OR LESS, AND THE BUILDING SETBACK REQUIREMENTS ARE 20 FEET FOR THE FRONT AND SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS. TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD Infrastructure OF SURVEYORS AND MAPPERS PURSUANT TO CHAPTER 472.027 REAR YARDS, AND 10 FEET FOR THE SIDE YARD. OF THE FLORIDA STATUTES,AND 61G17-6 OF THE FLORIDA DATED: FEBRUARY 16, 12006 ADMINISTRATIVE CODE. WELL-IDENTIFIED FEATURES IN THIS Environment GRAPHIC SCALE IN FEET SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0./ FEET. Buildings 1 00, FLA. CARL J. SCHELLHASE P.S.M. CERT. NO. LS 5021 0 20 40 80 BRENDA D. CATONE FLA. P.S.M. CERT. NO. LS 5447 ARCADIS G&M,Inc. CARL J.SCHELLPtASE FLA0, &4rlCEAMA'WQK-��021 BRENDA D.CATONE FL 1 - I 1650 Prudential Drive,Suite 400*Jacksonville,Florida 32207 (904)721,2991-Fax:(904)861-2450 FIELD JANUARY 27, 2006 ED WA Ro FI Certification Number:EB 7917 LC 0269 LB 7062 SCALE: 1 20' fj�v_."A'l r NOT VALID WITHOUT THE SIGNATURE AND THE ORIGIkAL RAISED SEAL OF A FLORIDA LICEtftRSL%t16VRyV_,a4APPER REQ. NO. 106017.0000 F.B. 1012 PAGEI 9 MAP NO. H-63 qt ASurveybDuval AT2s-R29eAAt1 ant tc �aj4ftqhbDunkl n_A��, �c F 7� LIN rY p NN- - - -- - - - 441ye F-A iley- vj�jve Jn 114 Fog 7p" f 037 M.�,k k\.%,4 G A r Ak 00 —W zz.!r rj \I C ctk V_j AS/ A v� r),.N.- C-N, ot \,4 "A\, 34, ,/�,t- s 41,1,; �14 )/r sewer o�ler J tz, NN," C- Ales C- k.4 NN I-L VIL K- WN C. 2 IN V-S-4. u*1 lq� WL HARBOR 'ENGINEERING COM PANY ENGINELP5 AND SURVEYORS lAC'Kl;0rJVlt-L.F.. FI-ORIDA I"K tss N,7, 1-�, Nt Lxe AVIt Ykolkale V2 C,--I Qt�!t�4 V-. It.-.7, C- Ct, 11.......... 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