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2393 Mayport Road 2013 plans for new maintanance building I CITY OF JACKSONVILLE NOTES a GENERAL z� NEW MAINTENANCE FACILITYZ0: PLAN APPROVAL All construction shall be performed in accordance with the approved plans and comply with all standard city policies Z = w and practices. City approval is contingent upon any required state or federal permit approvals such as those from 00. the Department of Environmental Protection or the St. Johns River Water Management District(SJRWMD). ' LL I FOR UTILITY WORK Plan approval through Development Services does not include utilities. Proposed water, sewer or electric construction must be approved separately through the respective utility company. In most cases, this will be: Date Development Services Division (Chief) JEn JEA Tower-4th Floor FLEET LANDING 21 W.Church Street Jacksonville,FL 32202 i http:/Avww.jea.com/business/servim/devandbulki/developm.asp Date Review GroupReviewer WORK WITHIN THE RIGHT-OF-WAY c ) (D CITY: Except for new subdivision infrastructure construction, all work performed within a City of Jacksonville Plan approval IS valid for five years after the initial approvalMAYPORT ROAD I right-of-way or easement requires a Right-of-way Permit. The contractor performing the proposed work must have a date. Revisions made after the initial approval date do not current Right-of-way Bond on file with Development Services. Right-of-way Permit applications are processed at: extend this five-year time frame. Development Services Customer Service Courter Edward Bell Building,2nd Floor 214 N.Hogan SL Jacksonville,FL 32202 PLAN APPROVAL I SUBJECT(W)25&8310 ATLANTIC AC UVAL COUNTY , LORIDA1 ht //row. ev.com/ p' lard ;- S S C TO THE H D F I STATE. All work performed within a state right-of-way requires a permit from the FloridaFlonda Department of ++z X3.,1,.,,;}d;l,'J,g+V.o�,,,E '' •, , ,�r o, Ii ,,,w,,� <,, },�1 �kI,�},r,,It,��I�l�„�,�+�.-I, r�y dll�aI I FOLLOWING NOTES AND CONDITIONS:.Trans ortation (FDOT). It Is the developer's responsibility obtain required FDOT permits or maintenance-of-traffic f I C (Ii i approvals for work within FDOT right-of--ways. The FDOT regional office can be contacted at(904)360-5200 Any changes to the approved plans needed for FDOT approval must be submitted to Development Services as '{#` revisions. . i7 .i ➢''hi,' Adjacent State Roads: 4 RAILROAD: Railroad companies may require special approvals or permits to work within their right-of--ways. It is the developer's responsibility to obtain permission from any railroad right-of-way owner before performing any work Jki N I within their right-of-way. �41I ads STORMWATER Annual reports in compliance with the SJRWMD stormwater permits are required from the maintenance entity of all o stormwater management facilities. Send copies of the reports to: 1I� Engineering and Construction Management 11"Idl of L Edward Bell Building,10th Floor 214 N.Hagan St. Jacksonville,FL 32202 IPROJEW ' http://www.coJ.nef/Departments/Publlc+Works/Engineering+srd+Construdlon+Management/ The owner of any project one(1)acre or larger is required to provide a Notice of Intent(Ii in accordance with in INDEX OF DRAWINGS criteria set forth in the city's NPDES permit within 48 hours of beginning construction. Send NOl and N01 fee to Florida Department of Environmental Protection SHEET NO. TITLE NPDES Stormwater Notices Center,Mall Station#2510 a; 2800 Blair Stone Road Tall shasses,Florida 323W2400 r (888)338-8312 http://www.dep.state.fl.us/water/stamwater/npdeW SURVEY The contractor shall contact the City Environmental Quality Division before beginning construction: t, 1 ----------- GENERAL NOTES Environmental Quality Division y ' 407 North Laura Street,Third Floor Jacksonville,FL,32202 2 ----------- DEMOLITION, PRE—DEV., & E.C. PLAN 55 ( )27222 3 ----------- GEOMETRY PLAN FIRE MARSHALL 4 ----------- PAVING, GRADING & DRAINAGE PLAN _ Plan review and approval does not relieve the contractor of complying with all applicable State Fire Codes. 5 -- WATER & SEWER PLAN Underground mains and hydrants shall be installed, completed, and in service prior to construction work. 6 ----------- PAVING & DRAINAGE DETAILS Underground contractor shall submit to the Fire Marshall for approval complete specs for all underground pipe and , fittings relating to fire protection PRIOR to installation and inspection. Contractor shall include manufacturer's name - 7 ----------- WATER & SEWER DETAILS and pipe ID along with contractor's state license number. `. . 8 ----------- EROSION CONTROL DETAILS LANDSCAPE �. z cN _ J A Site Work Permit is required for this project. ❑ Tree Fund payment is due: inches at$ _$ LS 1 TREE REMOVAL PLAN GENERAL PROJECT INFORMATION w------ -- LANDSCAPE PLAN —. I C) LS2LANDSCAPE DETAILS AND NOTES F-- U ❑ Article 25 funds are due: inches at$ _$ �� B- 1---------- BRIDGE PLAN GENERAL Q Z z VICINITY MAP �` J City Development Number N/A 0 L> TRAFFIC ENGINEERING NTS B-2---------- BRIDGE PLAN Concurrency Application Number 0 U � Property Appraiser Number(RE #) (1.69398-0100 ) Z B-3---------- O v o TRAFFIC SIGNS ENG 1 N E E R ' BRIDGE PLAN Zoning Designation 0 Q Cn PUD Ordinance Number 0 Metro Name $55.00 ea. GOODSON N EVI N AND ASSOCIATES FIRM — Community— Panel N/A � M 0 � Flood Zones Show in Plans 120077-0231 E Standard $55.00 ea. c ) O O Base Flood Elev. Show in Plans 6.0 NAVD ConsultingEn sneers c > Q Rzi- CD 9 A P P L I C A N T/ Vertical Datum Used for Project NAVD j Stop/Yield $55.00 ea. 1 W (JOHN NEVIN, P.E.) JEA Availability Number 000 0� UJ Design $55.00 10175 FORTUNE PARKWAY SUITE 403* JACKSONVILLE * FLORIDA * 32256 ID FE'%/ E L O P E -- 55.00 /hr. (OFFICE) (904) 519-7770 FLEET LANDING SUBDIVISION Installation $ FAX 904 519-7776 PSD Number / NA — m (FAX) ( ) ONE FLEET LANDING BLVD. ATLANTIC BEACH, FL 32233 City or Private Inspection City/ Private/ NA >_ U TOTAL CAP (OFFICE) (904) 246-9900 Public or Private Roads Public/ Private/ NA Q 41 Subdivision ("911”) Disk Provided? Yes/ No/ NA Streetlights Re uired zk FZ� H I T E C T _ _., Z ❑ q A FZ G H I T E C T/ NON-SUBDIVISION �_. 4 ti NOTE: Traffic sign costs change from time to time. If the costs change after plan approval but prior to payment for BRIAN B U RKE, PA ARCHITECTS try installation, the developer must pay the for the signs at the current costs. The above total assumes the subdivision North American Indus and installation will belassification System (NAILS) 000 will be platted as one phase. If the development is platted as separate phases, design (BRIAN B U R K E ,L A) N 0 E LK E R & HULL ASSOCIATES,C I A TE S, INC.INC O calculated separately for each phase. BLVD. SUITE 323* ATLANTIC BEACH * FLORIDA * 32233 �e��'`"i9°°°°7®� ; 30 WEST KING STREET Impervious Area (Sq. Ft.) 54,450 sq. ft. w 1015 ATLANTIC � a 11.' ••••°��li `'�� CHAMBERSBURG, PA 17201 z '� No lane closures allowed from 7 a.m. till 9 a.m. and from 4 p.m. till 6 p.m. (OFFICE) (904) 270-0751 :®�0� .� y s °• ••0•F • v 6E (OFFICE) (717) 263-8464 '�' " GENERAL ��6 p • �'° GNA PROJECT NUMBER 11267 "' W _ m A : �L� O W N E R/ p o Z C0 N7F�.ACTO I� = ��•. s� �� . ,� _ GNA ENGINEERING BUSINESS # 26306 � - O CONTF�- OLLLEFR _ _ 0�••.�L o�``� - 4 MAY, 2013 � i �® FLEET LANDING ONE FLEET LANDING BLVD. MAY `3 2013 ATLANTIC BEACH, FL 32233 011 (OFFICE) (904) 246-9900 REG # 54666 By ' SI3 � I I, I 1 • 'P.C.T MAP SHOWING BOUNDARY & TOPOGRAPHIC SURVEY OF / '' `4'°ss 4' A PART OF SECTION 8 TOWNSHIP 2 SOUTH RANGE 29 EAST DUVAL COUNTY / //i y gip. /k�'j/ k. •� 24•SANTARY MN LP "R'"'°�`("''7� UNPLATTED PART OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 EAST ' � I FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF FAIRWAY v, a � ' z OFFICIAL RECORDS VOLUME 14063, PAGE 1371 VILLAS AS RECORDED IN PLAT BOOK 39 P I AGES 22 AND 22A OF THE CURRENT k y" 30,waTARYMN PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA; THENCE NORTH 01.42' 10" WEST, "R"° ``'JL°°' ALONG THE EAST RIGHT—OF—WAY LINE OF MAYPORT ROAD (STATE ROAD A- 1 —A' A 100 FOOT RIGHT—OF—WAY AS NOW ESTABLISHED), A DISTANCE OF 806.37 FEET TO talk I :rr J// ' ,//,'�r / a a• THE POINT OF BEGINNING; THENCE CONTINUE NORTH 01 42 10 WEST, ALONG THE • a • . EAST RIGHT—OF—WAY LINE OF SAID MAYPORT ROAD, A DISTANCE OF 182.00 FEET" A, r J //:"�// �4�•r/'/a•r ASPHALT > DRIVE N W I W�' I • f ff 250.00' �,� THENCE NORTH 88• 17 50 EAST, DEPARTING SAID EAST RIGHT—OF- 250.00' WAY LINE, A ;JW DISTANCE OF 250.00 FEET; THENCE SOUTH 01 .42' 10" EAST, A DISTANCE OF 8.00 ��//✓�/ f/;y, �� k ��0 I I DRAINAGE & RETENTION EAS MENT ,// �• �s W OFFI 4L RECORDS VOLUME 13884,°PAGE 357 . /�/ �' �` \ ,pix , FEET; THENCE NORTH 88' 17'50" EAST, A DISTANCE OF 220.67 FEET TO POINT IN I AN EXISTING DRAINAGE CANALTHENCE SOUTH 23 09 59 EAST A• DISTANCE OF \ o' 187.00 FEET TO A POINT IN SAID DRAINAGE CANAL; THENCE SOUTH 88. 17'50" • `moI •" \. " \ �� \ WEST, A DISTANCE OF 538.96 FEET TO THE POINT OF BEGINNING. (CONTAINING A DS VOLUME 6830, PAGE 1406 o LLI ? \ \ \ OFFICIAL RECORDS � BENCHMARK 3 o o I # �, TOTAL OF 89,848 SQUARE FEET OR 2.06 ACRES, MORE OR LESS) J,., g1�, e, ''/e5% /, g (FORMER WAFFLE HOUSE PROPERTY) " \ • \ a�'�y''/� O� 'a O /j ;I/ - 1k k v��k�f/ I SET P.K. NAIL & DISK \ /fir/,��•h i /'/ / o DURDEN TRAV.PT. / r. / z. , htil I I ELEVATION=(12.29) \ \ \ \ �� i /i./�i j % 3d EXHIBIT "D", PARCEL "A" ,, oti�x�,w� x N.G.V.D. 1929 /; / / .. I O.R.V. 6287. PAGE 192 001 115 Ml`�-..._{�1 a 06 OT �// // ` a , ,kM�k6ry'l x`1 BENCHMARK #2 i ;/; //; J/ pti ry, , I I I I ( I I I I I I I I I I i I ` `.`OM1 I 0I °. o o 0",\ .i, c� �Pcn G' /� ,/ a I f0 X 18 0f' ASPHALT PARKING i= " - i O r / I I ti 9 I� I z I \ _ /� / I z / > C SET P.K. NAIL & DISK /,// �/' , / / A . I y ��a•, 17 RE4kI ;P KING S1111 (f) /, Z +' h• y X / .'!I' I I I I I i "Y 7' I I I ASPHALT l�1•' KA h ,o W O v1 h, 1 \ '`19'OAK 1/ / v DURDEN TRAV.PT / // / // / // �, I I I I I I o, y, HEADEa o`! .r ad q�' IOU, / O J. // , e e / // ql ti� // ( I I I I I I I� I I 1h k ` �, `1�;� I " M1. " \ ,. / ELEVATION=(15.07) /1`' / //i � " 0 O, ASPHAL PARK _ � �!V f0.6' X'�ry1_ _ /, �p CURB ,4� `y "' 1 I \ , x a \\'�a'l/// J r g, � r/ ;/ , // !'a . �, ". / hk1� i I L _ I I r'I I L � 15.6' r a,��v � _�'/ N.G.V.D. 1929 I ,// //// / 'K / ` L` , x yb, , >< > OUNL�, 1 2 N PIx r L /,. //�1kti. -- / �w / '`. :..I _I-. __I. ._ I L f LL--ff 11 I �i. e , -O O =/ / / I i/ N88 17 50 E 250. 0 o MLP J ti / Qd X o �1M1 `� ,� N 8 17 50 E \ 22x6 I h� c�P QEA cE \� r r - �n %�!///. ^l /�y, A�lyi ► — �` . 74.95 IRON PIPE ON E) / / G r % + /' O�ij "yy,.:rtia / 0'h� • 15"PINE .I'll 6 `L1 8"PINE k/ i / /y'//, lhbi• /'yl, /i l / ej61 • 8"CHERRY 15.OAK `1 �' \ \ \e't' `✓ / �' G �� • 14"PINE* pppp • 12"OAK 1, 12"PINE /J' / \ Gam/ ,\ Z P l` •14"PINE • • 12"OAK g 0 ,�0, CURB•10"OAK • 12'OAK ^ h�• 12"PINE \ O O O\ `��/ / f� FOUND 1 2" IRON PIPE ti . s'OAK �� .12'OAK u� \A �'s ✓ / \J1 9"CHERRY. B.L.S. .3295 ` •10"OAK � 8 OAK � � � \ O \� ✓ � ' � \ ! FJ` • 13"PINE // 8.OAK• N/./ /\ C7 7l •9.OAK _ �e'f2�,Pli"c./ �><'p0 .� X ' �•T/•e"OAK �///111 /i/ //!. !/ ! :!/ • • 13"OAK • 12"PINE \ a9 • 16"OAK • 10"PINE N f , •GLM • 18"PINE • ,:///�'///. !/ , �l • • • 9•PINE ..8"OAK 15"PINE • 17"PINE •13"PINE 8 OAK �1"PI ,ol \ ` �/ /// 'Q a 20 C_ • 12"OAK SPOIL PILE l \ ; y 12'OAK • 7"OAK \ %\ 2 ` r / / r / /i/J `� �. a �k y • 13"PINE • 10"OAK 8"OAKO (DOUBLE) \ • 12 MVLLi T ',/'/� /J , � 4 1 \ \ " p yA f,�a a• • 16"PINE 10"OAK R • 13"PINE 8"PINE - 29"OAK 1l• 1 \ Y// �1l J Gi\ M1ry, • 10"OAK l`M1• 8.OAK O 0• •10 '``l// / �k`�• C� S �/ R INGRESS & EGRESS EASEMENT �` 9"PINE 9"OAK. x \ , C` 00 • 23`PINE \ <,/ + v A 'b, x 10"PINE : 9'OAK e"OAK 11ti. \ .\o \ c9 / D D ��, }/ hh• � O.R.V. 6830, PAGE 1406 �� 9.OAK,oti / �' % � 1 w a x 12"PINE 12"OAK •22"PINExll1`h• k`r,7 , , % e rnEXHIBIT E 9"PINE a 13"PINE • 12"OAK • 15"OAK X101 Oo4.1/ O.R.V. 6287, PAGE 192 9"PINE \ 000 / J / I � , • 4'PINE O /c fi /a / /'// (TRIPLE) O O y� ! ! I • 16"PINE • 11"PINE 10'PINE• e '/f ✓/4: '' / • 9"OAK \ 8"OAK I A \O � ^: � ✓�"y / ^' / / l•. / , `MV _ 8"BAY 10"PINE • 14"PINE • 18"PINE 1Y OAK• O O H:, N 'y\� s Ui N\ :>.. \\'f `)� �60 �' !' 13"PINE• • 15"PINE " ^OAK 9"OAK f0"OAK \ �! C O 13.OAK '� / / -/' / W • 20"CHERRY 10 OAK• • 10"OAK ! • 12 OAK 9"OAK • tJ,a �0 Cn \m r�" ry6�61 • 16'PINE 14"OAK \ O O th t;� ., %-3- V' l V••�'/ 0 '� // �:"' q /n f,2 I y • 14"PINE '9'OAK lJ� �/ } / �h h / % � t0 • 12'OAK x \, -p CP-� " \ li �" \�� \ \ y 1z. N 1lry�l ` x \• 10:;MAPLE W N • f0'PINE I �� x` "OAK • 1 "OAK M1y, � \ :�! bl 11 '<10"CHERRY k j/ .� ,ry111 0�, .'.. ' i `OM1 9 2 `, Yi \ p C « � \ " \ , > l ��........ /. kl 13"PINE• �M191• 13 PINE • 14'PINE 16"OAK x • • 10"OAK \ 9 9�i� (p 5 h,�� 1a V' • 9"OAK x` • f f•PINE 16"OAK • 12 OAK N J • 9"OAK . r >- ' 'I""-"✓ �. .« l Q I 14 OAK 12^OAK • f 0"OAK • 1 1^OAK O O \ j _ WX ! / .' �1 GLM a y • 10"OAK 12'OAK • 12"OAK 12"OAK • •9.O4K 14"OAK (nth -G \ r I; i' y • 9"OAK C hal _ CP\ / 14:PINE\ �jf% /�,G, Y•J/// // /. / - �/ / r •'.i GV ( LUSTER) • • ryr•,( ttt. 8"OAK • 16'PINE 8"OAK 11"OAK 8"OAK tJ W l I \ 9"PIN ✓f // // /, 9"OAK. • 9"OAK \ _\ 12"OAK• 10'OAK. • 8" AK tO " \ •O o i7� /Yf x r • 10"OAK if"OAK* 8"0 \ •9•MAPLE //*1` % •G. (12 ' \ 8"OAK* 14 INE \ 0� \ •y,• s� / Y / t— • 13"OAK • / / /x r// /'/ %/ / , a' • 8"OAK y 8"OAK • 12"PINE • 8'OAK • I �.�6p,OAK \ \• \ / / /V' ///� 12"OAK hg, • 8"CHER�y J/ lip • 17"PALM yS, • i6'OAK hti' xl \ • \. FLP ',! / ' e•c • 15.OAK • 10"OAK \ / / rf/,i!'% 1\gyp!: •12"PINE 91 `` , %,�.,, % `f, ��• • i f"OAK O t1+ 9• 12'MAPLE'. � A�"/ / • 72"OAK 16"OAK! -p Or \ 91 61 1 1 l 8"OAK 1 �(l .h�t,hQ. 11a� N. PP leap ` 24^SANTARY MH ' 8"OAK x . 10.OAK 0 28'OAK 1 • 8 OAK \ �, ' 0 Cpo \ \ x aA I N RIM ELEV-(1208) . 10^OAK �0 ,M1, 11 _ L 9.OAK x \ B^OAK x " • \ \ •f ✓ . 13 OAK \ x 3h OAK - -� 1 MAPLE �'L✓ ^h'y l�°,'�`�y , J �% B"OAK • 1 \ o J PTFE 8'OAK o l �o' 11 u' //V f, / /d' I . • 1.4"OAK 11"OAK.. 8"OAK S l'',1 6, ` \ \ `O• \ lyY', _v� /: % / // S• 8'OAK. • p. x lh. 6� / / jl� • 9.OAK • • • • 9"OAK 10"OAK 9.OA: • , \ / /r. • 13.OAK 9"OAK. 12"OAK . \ /; // "�• / �i •/ ~ /T/l/ /,!. y 8"OAK 10'OAK• 28"OAK • 10.OAK l \ \ al 01 / • 14.OAK 10'OAK 10"OAK • 24"PINE f0'CHERRY J - • 13'OAK �, % / �1 I • s•OAK 12"OAK• ° o ti \ y / ' BENCHMARK #4 8'OAK• • 12"OAK �,.. • 13'OAK • if OAK 9.OAK ^CHERRY �0' L \ ✓/J> / /� %% ✓/j /%�r ' 10"oAli • 1s"OAK 10"OAK • 1a^OAK x SET P.K. NAIL & DISK :may ��l X x X X l o x g INT OF BEGINNING x x x x \j00 • \ /, , pUR1�EN TRAV.PT. 1 F/1 ft 1 IRON PIPE ,ry1, 3p, 1 x x x x x l``pb� 12' / 'lIe " v l ✓/j vJ "ti`OELEVAPON=(12.74) 1 c N.G.V.D. 1929 , !'f +c�`16, .�kq hoM1 l — l`M1• a— l ``�• l I/ L #3672' o,�� \.c"� ` / , : f 489.96' IRON PIPE TO IRON PIPE) IRON PIPE —_ / ( CONCRETE PARKING `�� /ti. . "W 538.9 6' ti,, BH�►�WALL •6, � � � �' o _'� /i S88 17 50 CONCRETE PARKING __X .._.._ _..._ . . _ �'x .X�'p';Q' �M1tisl oma\ �/ // { // � .// / / J1�,9�' a� k1 __--- --__— _ _ ______ _ -_ -.., .F• r __--- __ _ ___ __ ._.. __ - _ _..__ ,�6 1:� �• '� la•� \� \t//ix ao q11 CPPI 1 y ,., -s.it; --.....- - --..._. _ ... -.....__..._ --- _ - ._ __.4? P.P__._. _._ ✓ / JI. ry0 ilk , y 1 - -- _._._ _.....__ --.__... OF TRANSPORTATION LATERAL DITCH EASEMENT e'crwN L1wc FeNae �ry \ • FLORIDA DEPARTMENT '/ <�6l• k•, AS PER RIGHT—OF—WAY MAP (SECTION 7224-301) _ Y ~ I ko� " 1�• e ti�ag, x�$' x , I / .r j/',/ �k,!/ h•; \a A• h01p ,y� 1 _— --�p�l xhM1 xl` ✓j// Li�. � a r / / OR a• 1h•, Ef 8 13 OFFICIAL RECORDS VOLUME 6410, PAGE 183 :47 (PAN AM MINISTORAGE) "TA . x /// / h• �`Xj ' S 8a %J '; /'`/• ,h�. ;/ ` Y"-y �,h� J UNPLATTED PART OF SECTION 8, TOWNSHIP 2 SOU H, RANGE 29 EAST '-A 1y6 , ILII x yhtihla /' 1a y O N I '! / ,J r ✓r "' BEN HMARK J1 FOU D CONCRETE NAIL 1 / J IN W OD POWER POLE �// //�h•hl , ; y�. « , LE TION=(16.01) N.G.V.D.D. 1929 6OFFICIAL RECORDS VOLUME 9585, PAGE 1544 . FLOOD ZONE NOTEI ,boCURRENTLY THIS PROPERLY LIES IN FLOOD ZONES `X', 36SANTARY Wf j /✓';9 �x��h ;-!r e ,6cF AE" (BASE FLOOD ELEVATION 9.0') & FLOODWAY- BY N RMI aEV-(12-0) I l FLOOD MAP REVISED APRIL 17 1989 COMMUNITY PANEL NO. 120075 0001 D !// { /. 6 S N /• h BASE FLOOD ELEVATION IS BASED ON THE NATIONAL 1 y / h -' x /� Y x� y N GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929 THE FLOOD ZONES WILL CHANGE TO REFLECT THE NEW CERTIFIED TO: bh F INSURANCE RAT MAP FF FLOOD NSU CE E EFFECTIVE JUNE 3 2013 AS FOLLOWS: FLOOD ZONES X", AE" (BASE FLOOD ELEVATION 6.0') & NAVAL CONTINUING CARE RETIREMENT FOUNDATION, INC. V) FLOODWAY" BY FLOOD MAP EFFECTIVE JUNE 3, 2013, 6g o 1 6 F= 1 y z COMMUNITY PANEL N0. 12031C 0406 H BASE FLOOD ELEVATION IS BASED ON THE NORTH SHEET 1 OF 2 AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988 (SEE coNERs1oN NOTE) SEE SHEET 2 OF 2 FOR TOPOGRAPHIC INFORMATION 1ECZEdQ NOTES, REVISED FEBRUARY 4, 2013 TO SHOW ADDITIONAL SANITARY SEWER INFORMATION ONLY TYPICAL DETAIL OF CROSS SECTION OF DRAINAGE CANAL ELEVATIONS SHOWN AS THUS (16.06) AND ARE BASED ON THE REVISED JANUARY 14, 2013 TO ADD FLOOD ZONE NOTE ONLY r r ABBREVIATION DEFINITION NATIONAL GEODETIC VERTICAL DATUM N.G.V.D. OF 1929 (NOT TO SCALE) (N.G.V.D.) REVISED NOVEMBER 29, 2012 TO SHOW SPOIL PILE LOCATIONS AND ELEVATIONS yF r/ ye k�� !X�`'',/ I a• BUS. BUS STOP SIGN REVISED NOVEMBER 6, 2012 TO ADJUST ELEVATION DATUM TO N.G.V.D. 1929 TO MATCH PREVIOUS PLANS & TOPOGRAPHIC SURVEYS BY OTHERS TO CONVERT ELEVATIONS FROM N.G.V.D. 1929 TO N.A.V.D. (NORTH ft 931 BUS. BENCH BUS STOP BENCH AMERICAN VERTICAL DATUM) OF 1988, YOU MUST SUBTRACT (-) CPP CONCRETE POWER POLE 1.099 FEET FROM THE ELEVATIONS SHOWN ON THIS DRAWING 24'SMNTARY IMI N RMI ELEV-(12.04) -TOP OF BANK TOP OF 1 ELEV ELEVATION I HEREBY CERTIFY THAT THIS SURVEY MEETS THE POINT OF REFERENCE BANK '�jh FLP FIBERGLASS LIGHT POLE BREAST TREE ZHECHT) APPROXIMATELY E AND LOCATION ARE 48SINCHES ABOVE URED BY DBH (GROUNDR MINIMUM TECHNICAL STANDARDS AS SET FORTH BY N �1� GA GUY ANCHOR NORTHWEST CORNER OF FAIRWAY VILLAS y 1 0 THIS PROPERTY LIES IN FLOOD ZONES X', AE" THE FLORIDA BOARD OF LAND SURVEYORS, PURSUANT PLAT BOOK 39, PAGES 22 & 22A N��' GLM GAS LINE MARKER FLOODWAY" BY FLOOD MAP REVISED APRIL 17, 1989, SECTION 472.027 FLORIDA STATUTES AND CHAPTER GRATE STORM DRAINAGE GRATE COMMUNITY PANEL NO. 120075 0001 D X11 GV GAS VALE DURDEN 5,117 FLORIDA ADMINISTRATIVE CODE. INV. INERT BEARINGS BASED ON THE EAST RIGHT-OF-WAY LINE OF �� tk LP LIGHT POLE MAYPORT ROAD AS BEING N 01'42'10" W FAIRWAY VILLAS CHANGE of ? CHANGE OF N.T.S. DENOTES NOT TO SCALE SURVEYING AND MAPPING INC. 1�' � � MH MANHOLE f PLAT BOOK 39, PAGES 22 & 22A SLOPE `` � SLOPE MLP METAL LIGHT POLE —X— DENOTES 6' CHAIN LINK FENCE EXCEPT AS NOTED 8150 LONE STAR ROAD, SUITE 3 i �/� OHE OVERHEAD ELECTRIC —//— DENOTES 6' WOOD FENCE EXCEPT AS NOTED JACKSONVILLE, FLORIDA 32 211 GRAPHIC SCALE TOE of TOE OF PVC POLYVINYL CHLORIDE PIPE —SS— DENOTES SANITARY SEWER LINEFLORIDA REGISTERED SURVEYOR NO. 4707 SLOPE SLOPE -oHE DENOTES OVERHEAD ELECTRIC UNE (904) 724-5588 FAX 724-9154 H. BRUCE DURDEN JR. 30 0 15 30 60 120 BOTTOM RCP REINFORCED CONCRETE PIPE —TOB— DENOTES APPROXIMATE TOP OF BANK LICENSED BUSINESS NO. 6696 TRAV.PT. DURDEN TRAVERSE POINT —TOS— DENOTES APPROXIMATE TOE OF SLOPE SIGNED OCTOBER 1 OC OBE 23. 20 2 TRB TELEPHONE RISER BOX THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON SCALE: 1" = 30' THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF IN FEET DUVAL COUNTY, FLORIDA. CAD FILE NO. MAYPORTRD.DWG 2000 FILE NUMBER D-1213 1 inch = 30 it. ' WORK ORDER NUMBER: 212249 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. GENERAL NOTES: WATER NOTES:. . . 6. The contractor shall stake the storm sewers stem and the sanitary sewer system and shall I Y Y Y construction.1. II in all permits to complete the const uc . The contractor shall obtain P P 1. Topographic boundary survey, including property lines, legal description, existing utilities, site notify the Engineer of any conflicts prior to installation of any pipe. DEWATERING N 0 TE S: A&\� topography with spot elevations, outstanding physical features and existing structure locations 2. Contractor shall coordinate the construction of water facilities with all other construction. 7. The existing utility facilities and locations shown on the drawings are taken from readily 1. The contractor shall prepare and submit to SJRWMD FDEP a detailed dewateringIan that shall was provided by a surveyor. 3. Contractor shall furnish shopdrawings to the Engineer fora approval rior to ordering materials available information. The actual locations of the utility facilities may vary somewhat from the P P / p g g PP P 9 y y y include excavation techniques, discharge point, turbidity and erosion control .measures, stockpile 2. Goodson Nevin and Associates Consulting Engineers, and its associates will not be held and beginning construction locations shown and there may be utility facilities existing that are not shown or indicated on location for excavated material and any temporary ponds. responsible for the accuracy of survey or for design errors or omissions resulting from survey the drawings. The site utility contractor shall contact all agencies with utility facilities in the 4• All workmanship and materials shall conform to latest Utility Authority and City / County vicinity of the work and shall locate all underground facilities before beginning work. The inaccuracies. Y 9 g 9 Standards and Specifications and applicable AWWA Standards. contractor shall protect all utility facilities and repair any damages resulting from their work 2. A standard consumptive use permit (CUP) will be required for any dewatering activities. over 694 3. All phases of site work for this project shall meet or exceed the City / County site work GN 5. The existing utility facilities and locations shown on the drawings are taken from readily in conformance with the contract documents and specifications and relocate if required at no GPM. the contractor shall call the SJRWMD consumptive use permit staff at 904-448-7926 for a specifications. g permit determination prior to commencement of any dewatering activities. P available information. The. actual locations of the utility facilities may vary somewhat from the cost to the owner. 4. The general contractor will be held solei responsible for and shall take all precautions locations shown and there may be utility facilities existing that are not shown or indicated on 8. All underground utilities shall be installed prior to preparation of sub rade for pavement. . Prior Goodson Nevin g Y P g p p p g p 3 or to any discharge of ground water (Dewatering) from contrusction activities associated with necessary to avoid property damage to adjacent properties during the construction phases of the drawings. The site utility contractor shall contact all agencies with utility facilities in the and Associates contractor photo/video the existing conditions prior vicinity of the work and shall locate all underground facilities before beginning work. The 9. Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 feet below this project ), waters of the state (including but not limited to, wetlands, swains and municipal this project. It is recommended that the co p / 9 P storm sewers), the contractor shall test the effluent (water to be discharged) in accordance with rule to commencement of construction. contractor shall protect all utility facilities and repair any damages resulting from their work. in subgrade and 2.5 feet beyond back of curb. . Backfill with suitable material per the COI'181.IIti1'1Q Engineers conformance with the contract documents and specifications and relocate if required at no geotechnical report. 62-621.300(2), F.A.C. If the test results on the effluent are below the screening values of rule 5. The contractor shall provide and coordinate any and .all pedestrian and vehicular maintenance cost to the owner. 62-621.300(2), F.A.C., The contractor shall submit a summary of the proposed construction activity E.B. # 26306 of traffic as needed for construction with the FDOT and City / County. 10. Any unsuitable material encountered and excess suitable fill material shall be removed from and the test results to the department of environmental protection district office, within one (1) be 6. warranty / Disclaimer The designs represented in these plans are in accordance with 6. Water lines shall have a minimum of 36" cover from finished grade. Maximum cover shall be the site. The contractor shall be responsible for the removal of all unsuitable material and week after dischargebegins. The contractor shall continue to sample the effluent as required 10175 FORTUNE PARKWAY SUITE 403 established practices of civil engineering for the design functions. Neither the Engineer nor its 60 replacement with structural fill. See geotechnical report. throughout the project and comply with ail conditions of rule 62-621.300(2), F.A.C. If the ground JACKSONVILLE, FLORIDA personnel can or do warrant these designs or plans as constructed except in the specific 7. Water lines are designed to finished rade and shall be protected until finish work is complete. water exceeds the screening values of rule 62-621.300(2), F.A.C., The contractor shall comply with E, LORIDA 32256 g g p P 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as required 9p y cases where the Engineer inspects and controls the physical construction on a contemporary by the project specifications. other applicable rules and regulations prior to discharge of the effluent (ground water) to surface (904)519-7770, Fax(904)519-7776 basis at the site. waters of the state. $• All water mains 4" and larger shall be AWWA C900, DR25 PVC. Water mains 2" or 3" in size 12• Stormwater Collection System design is based on the 5-year return frequency storm (Rational 7. For boundary, roadway and building geometry information see engineering site plan. It is the shall be HDPE. Water mains 2" in size shall be Sch. 40 CPVC pipe with solvent joints. Method). Stormwater detention pond has been designed to attenuate peak flows from the Contractor's responsibility to verify that the building dimensions shown on the engineering plan Water services 2" and smaller shall bepolyethylene, non joint i e. All water pipes shall be 25-year return frequency storm. SCS Method). agrees with the dimensions shown on the architectural plan. If any dimensions do not agree, J pipe. P P Y q Y ( ) NSF-PW d and ors. the architect, engineer and owner shall be notified and the dimensions adjusted prior to approvecomply with Utility Authority standard13. All RCP pipe'shall meet the requirements of ASTM C-76 and shall be Class III, Wall B. i " commencing with construction. 9. Restrained joints are required where water mains are terminated and at all bends, in County. right-of-way shall be coordinated with the City GENERAL CONSTRUCTION N0TES: 14. All pipe lengths are approximate and measured to the center of structure or mitered end accordance with the Utility Authority standard details and specifications. 8. All construction within City / / County. section. Actual lengths may vary.. contractor shall notify all utility companies prior to construction for verification and 10. All gate valves shall be non-rising stem type and shall be suitable for 250 psi non-shock 1. PROPERTY LINE AND RIGHT-OF-WAY MONUMENTS SHALL NOT BE DISTURBED BY CONSTRUCTION. {` The co y y p P 15. Do not scale these drawings. Use dimensions only. location of all utilities. working pressure. Gate valves shall be mechanical joint, iron body, resilient seat, by a Utility g y IF DISTURBED, THEY SHALL BE RESET TO THEIR ORIGINAL LOCATIONS AT THE CONTRACTOR'S Authority approved manufacturer. Valve boxes with screw extensions shall be provided for each 16. A qualified soils laboratory shall be on site during excavating to determine the suitability of EXPENSE BY A REGISTERED LAND SURVEYOR. 9. Contractor shall furnish shop drawings to Engineer indicating materials and manner of - buried gate valve. Boxes shall be of cast iron construction, 3/8" minimum wall thickness and the existing sub grade and existing on-site material prior to beginning an filling operation. , installation for all components of the project prior to purchase of materials and construction. g P g g y g P 2. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY THE ENGINEER OF ANY UNACCEPTABLE fl,, shall be non-tacky tar enamel coated. The word water shall be cast in cover. All gate valves installed shall open b turning to the left counterclockwise when viewed from the stem. AREAS. (SEE GEOTECH REPORT) 10. These engineering drawings may not show all of the City / County standard details required to P Y 9 (counterclockwise) t7 Grading contractor shall take all available precautions to control dust. Contractor shall `'. complete construction of this project. It is the contractor's responsibility that the control dust b sprinkling, or other methods as directed b Engineer and/or owner's I P Y P 9• Y Y 9 / 3. BUILDING DIMENSIONS SHOWN ON THE CIVIL ENGINEERING PLANS ARE FOR REFERENCE PURPOSES. i Cit Count right of way be in accordance with all current Cit 11. Class B, Type I bedding shall be used for this project unless indicated otherwise on the representative at n additional s construction, outs de City / y g Y Y / p ocost to the owner. ONLY, CONTRACTOR SHALL USE THE ARCHITECTURAL AND STRUCTURAL PLANS FOR EXACT Count Standard Details and Specifications. drawings or directed by the Engineer. County P BUILDING DIMENSIONS. 11. contractors shall furnish certified "as-builts" see As-Built Requirements on this sheet. „ 18• Contractor to coordinate all work with other utility installations not covered in these plans All cont act q 12• Unsuitable materials under water pipe shall be removed to a depth of 18 below bottom of (Electric, Telephone, Gas, Cable, etc.) and allow for their operations and construction to beOf*1e 4ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS, OUTSIDE FACE OF BUILDING OR 12. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA shall be pipe and replaced with selected backfill properly compacted in 6 lifts. The material should performed. . followed. The Contractor shall be solely responsible for any injuries of his employees, and any exhibit moisture contents within +/ 2 percent of the modified proctor optimum moisture EDGE OF PAVING UNLESS OTHERWISE NOTED. damage to private property or persons during the course of this project. All costs associated content (ASTM D1557) during the compaction operations. Compaction should continue until 19. Cut and fill slopes are not to exceed 4H:1 V unless otherwise noted. 5. ALL SIDEWALKS, CURB AND GUTTER, STREET PAVING, CURB CUTS, DRIVEWAY APPROACHES, II with complying with OSHA regulations and the Florida Trench Safety Act must be included in densities of at least 95 percent of the modified proctor maximum dry density (ASTM D 1557) 20. Contractor shall repair or replace in-kind any damage that occurs as result of his work. HANDICAP RAMPS, ETC. CONSTRUCTED OUTSIDE THE PROPERTY LINE IN THE RIGHT-OF-WAY SHALL the Contractors bid. have been achieved. CONFORM TO ALL MUNICIPAL AND/OR STATE SPECIFICATIONS AND REQUIREMENTS. NEW MAINTENANCE I V 21. All soils test eports to be submitted to Project Manager. ugy. compac 13. All improvements shown are to be warranted by the Contractor to the Developer for a period 13. Backfilling shall be made with clean backfill which shall be thorohlted in 6" lifts.. FACILITY of one year from date of acceptance by the Owner. If the work is in the City / County Compaction shall be a minimum of bac of max. density at oro 2.0% of the modified proctor 22• For all trench xcavations which exceed five feet (utilities and storm), the following must be 6. ALL DISTURBANCE INCURRED TO ANY ADJOINING PROPERTY DUE TO CONSTRUCTION OR DEMOLITION Right-Of-Way or easement, the Contractor's one year warranty shall extend to the City / adhered to: SHALL BE RESTORED TO THE PREVIOUS CONDITION OR BETTER, AND TO THE SATISFACTION OF THE FOR County. a. Contractor must follow OSHA Standard 29 CFR, section 1926.650 subpart P, which is now CITY OR STATE AUTHORITY. 14. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings, a part of Law of Florida Chapter 90-96. 14. The Contractor shall be responsible for obtaining all necessary permits and insurance required the maximum deflection of any joint shall not exceed 50% of the maximum recommended by b. The Contractor shall provide written assurance of compliance with this law. 7. THE CONTRACTOR SHALL PROVIDE S&S AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING for the project, incl. City / County Right-Of-Way permits for work in the City / County the pipe manufacturer. c. A separate price item shall be included in their base bid identifying the cost of UNDERGROUND UTILITIES) TO THE OWNER AND ENGINEER AT THE END OF CONSTRUCTION. right-of-way or easement. compliance FLEET LANDING 15. No connection to existing potable water system will be allowed until all proposed water lines d. A trench safetysystem shall be designed by the Contractor. 8. ALL RADII ARE 3' UNLESS NOTED OTHERWISE. 15. The Contractor shall coordinate the work within City / County Right-Of-Way with the proper have been flushed, pressure tested, disinfected, and cleared for service by the Florida agencies for maintenance of traffic and method of construction and repair. Department of Environmental Protection. 23. The Contractor shall coordinate connection with site piping and building piping. 9. ALL PARKING STRIPES SHALL BE 4" PAINTED WHITE. 16. These plans do not stand by themselves. Bid documents, City / County water and sewer 16. Contractor shall notify utility company a minimum of two days prior to connection of water 24. All areas shown to be filled shall be cleared and grubbed in accordance with City Standards standards details & materials, City / County standard specifications & details and any other mains to existing lines. All new work must be inspected by the Engineer. No tests shall be and shall be tilled with clean structural fill compacted and tested in accordance with the 10. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY FOR ALL SUPPLY ISSUES. M A YP O R T R D . standards, listed or references, are included in the project documents. scheduled for weekends. Any change from the technical requirements must be reviewed and geotechnical report. I 17. The contractor shall notify the City / County at a minimum of 24 hours prior to starting approved by the Engineer and Owner. 25. All debris resulting from all activities shall be disposed of off-site by the Contractor. ATLANTIC BEACH , FL construction. 17. Hydrostatic and leakage testing of the water mains installed shall be performed in accordance 18. The contractor shall obtain a Right of Way Permit from the Public Works Dept.. for curbing, with AWWA standard specifications C600, Section A. A representative of the utility company 26. All existing trees to remain shall be protected and preserved. or the Engineer must be present during the tests. Pressure tests shall be conducted at 150 sidewalk, driveway aprons, and any utility work. The contractor must have a surety bond on file 27. Burning of trees, brush and other material shall be approved, permitted and coordinated with } f in the Public Works Dept.. before the water and sewer to tickets and Right of Way permit can psi for 2 hour's for water mains and 200 psi for 2 hours for fire mains. Pressure test after I `i r f iyu4il llrligl{{Bill',��W91dn P P g y P lime rock is installed. the City / County fire marshal by the Contractor. #15 ii,lly�'ffiiri}V be obtained. 28. The Contractor shall submit shop drawings to the Engineer and the city, if required, on all 19. The contractor shall obtain a Revocable Encroachment permit. The permit must be obtained 18. The contractor shall coordinate all water main flushing with the Utility Authority. Flushing and P P materials, foR,review and approval, prior to purchase or fabrication of any utility pipe or from the Public Works Dept.. for an landscaping including sod and irrigation and utilities t,ot disinfection procedures shall comply with AWWA C-651 for main disinfection. fa P Y P 9 g 9 structure. `I are located within the alley along the south side of the project. 19. Upon completion of water main flushing, bacteriological samples shall be taken. Samples shall 20. The contractor shall correct all impacts from construction (including drainage) to the be taken for 2 consecutive days. 29. All pipe lengths are scaled dimensions. All drainage structures shall be constructed to conform to City requirements and shall be constructed to conform to curbing, property lines neighboring properties (including public right of ways and easements) to the satisfaction of the 20. Sample points for bacteriological sampling shall be located as follows: and low points as shown on plans. City / County, prior to issuance of certificate of occupancy. 1. Every 1000 feet and/or every dead end on a water main. 30. Contractor shall - V 21. The contractor shall repair any broken sidewalks, curbs etc., adjacent to property, which occur 2. Point of tie-in to existing water system. Cot actor s a ensure that all drainage structures, pipes, etc. are clean and functioning T , suance of certificate of occupancy. 3. Water main stubs more than 40 feet in length. properly at time of acceptance. during construction. The repairs must be made before is G i 21. Fire hydrants shall meet Utility Authorities standards. 31. All drainage pipe joints in City drainage easements and drainage right-of-ways are to be 22. The site utility contractor shall make application to utility company for the project water meter filter-wrapped. and shall pay for all meter fees. 32. All inverts in drainage structures to be precast or brick with layer of mortar between each MAY. 2013 n n 23• All new or relocated water mains: layer of brick, cr reddi-mix concrete with #57 stone. DATE AS- BUILT REQUIREMENTS a. Shall provide a horizontal distance of at least three feet between the outside of the 33. The Contractor shall restore all culverts, headwalls and storm drain inlets removed or disturbed PROJECT NO. - 11252 water main and the outside of any existing or proposed vacuum-type sanitary sewer, storm by the construction operation. The cost of these items shall be included in the price bid for 1. Contractor shall provide complete as-built information to the project Engineer in accordance sewer, stormwater force main, or pipeline conveying reclaimed water; a horizontal distance of furnishing anjl installing any new item causing such damage. DESIGNED BY ED GOODSON with the following requirements: six feet between the outside of the water main and the outside of any existing or proposed - drawings shall be prepared in AutoCAD format b are registered land surveyor. One set gravity-type sanitary sewer (or a horizontal distance of at least three feet between the outside 34. A minimum 'of one row of sod shall be installed along all edges of pavement. See landscape CHECKED BY : JOHN NEVIN. PE 2. As built draw g p p Y g of the water main and the outside of an existing or proposed rovit t e sanitary sewer if plans for Ianbscape detail. All disturbed areas which are not sodded shall receive grass seed, of signed mylars and a set of computer disks of the project shall be submitted to the Y 9 P P 9 Y- YP Y the bottom of the water main will be laid at least six inches above the to of the sewer) a fertilizer, and mulch. See landscape plans for other requirements. All work in the city Engineer for review and approval. Signed and sealed prints shall be provided to the Engineer right-of-way shall conform to FDOT grassing standards. SCALE . N.T.S. horizontal distance of at least six feet between the outside of the water main and the outside as requested. of an existingor proposed pressure-type sanitary sewer, wastewater force main, orpipeline 3. As-built drawings shall be in accordance with all authorities having jurisdiction. Contractor shall y P P P Y 35. Should the rface or subsurface conditions differ from what is shown on these plans, the g g j conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C.; and a contractor could immediately contact the engineer. NO. Date Revision coordinate as-built submittals and approvals with jurisdictional agencies unless otherwise horizontal distance of at least ten feet between the outside of the water main and all parts of 1 directed by the Project Engineer. any existing or proposed "on-site sewage treatment and disposal system". 36. The Contracfor must coordinate with owners geotechnical engineer regarding installation of 4. Provide building locations, finish floor elevations, pavement grades and all underground facilities. underdrain. x 2 b. That will cross any existing or proposed gravity or vacuum-type sanitary sewer or storm 37. Corrugated P+I lyethylene Pipe (CPP), shall be per AASHTO M252 or 294 with smooth inner 3 5. Provide perimeter dimensions at top of bank and at bottom of pond/stormwater storage sewer will be laid so the outside of the water main is at least six inches above the other lining Type S with bell and spigot, silt-tight, rubber-gasketed joints. 4 system. pipeline or at least twelve inches below the other pipeline and water mains that will 5 cross any existing or proposed pressure-type sanitary sewer, wastewater or stormwater 6. Provide elevations at top of bank and bottom of pond. force main, or pipeline conveying reclaim water shall be laid so the outside of the water 7. Provide special detail drawings where installations were not as shown on contract drawings due main shall be at least twelve inches above or below the other pipeline. C. At the utility crossings described in 23 a and 23 b above one full length of water main CITY NOTES: to field conditions or where required for clarity. Y 9 ( ) ( ) 9 shall be centered above or below the other pipeline so the water main joints will be 8. Provide location, elevation and description of benchmark(s). pipe P P 1. SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE CITY'S as far as possible from the other pipeline or the pipes shall be arranged so that all STANDARDS, THE ENGINEER/PERMITTEE SHALL IMMEDIATELY CONFER WITH THE CITY'S ENGINEER IN 9. Locate and provide elevations of all structures. Location of all structures shall be from two water main joints are at least three feet from all joints in vacuum-type sanitary sewers, ORDER TO RESOLVE THE DISCREPANCY. IN NO CASE WILL ANYTHING LESS THAN THE CITY'S (2) directions. storm sewers, stormwater force mains, or pipes conveying reclaimed water regulated under Part Ill of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or MINIMUM STANDARD BE ALLOWED. V 10. Locate all pipes and provide size, elevation, invert elevations, length and type. pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. 2 ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE LEAD-FREE, NON-SOLVENT BASED 11. Provide dimensions and elevations of the pond outfall structure(s). THERMOPLASTIC. 24_ The contractor is responsible for providing water for construction use during entire course of 12. Water as-builts shall indicate the location of bacteriological sample points. Sample points shall project. 3. REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE "HYDRO-BLAST" METHOD. IF be indicated in red or pink. 25. Pressure pipe and fittings requiring restraint shall be braced with restrained joints per Utility THIS PROCESS DAMAGES/SCARS PAVEMENT, THEN THE PAVEMENT SHALL BE MILLED AND THIS DRAWING NOT RELEASED FOR 13, The as-builts shall include a detail of every crossing of the new water main with gravity Authorities Standards and AWWA standard C509. RESURFACED PER FDOT STANDARDS. CONSTRUCTION UNLESS SO NOTED sewers, force mains and storm pipes clearly shown & indicating the vertical clearances at each 26. The Contractor shall coordinate all connections with site piping and building piping. ABOVE. crossing. Details shall be furnished for parallel runs where the horizontal separation is less 27, All water and sewer construction within Cit Count shall be accomplished b an underground 4. ALL CURB AND GUTTER AND SIDEWALK TO BE REMOVED AND REPLACED WILL BE FROM JOINT TO than 10 feet. Y/ Y P Y 9 JOINT. utility contractor licensed under the provisions of Chapter 489 Florida Statutes. SHEET TITLE 14. The centering al uncut lengths st pipe at points of crossing shall be documented on the 28. If dewatering capacity requires a consumptive use permit it shall be the Contractors 5. ALL DISTURBED AREA WITHIN THE CITY RIGHT-OF-WAY WILL BE RESTORED TO ORIGINAL OR BETTER of guilts and all mitigating construction measures clearly depicted in cases where a minimum responsibility to obtain the permit through the St. Johns River Water Management District. CONDITION BY GRADING AND SODDING THE AREA DISTURBED (CENTIPEDE IN UTILITY STRIPS). of 18" of vertical clearance between the water and sewer (including storm) lines is not •p possible. 29. If solvent contamination is found in the pipe trench, work shall be stopped and the proper 6. ALL BROKEN/CRACKED DRIVEWAYS MUST BE FULLY REMOVED AND REPLACED. GENERAL NOTES authorities notified. With approval of the permitting agency, ductile iron pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be used in the contaminated area. 7. BURNING OF ANY MATERIAL OR DEBRIS IS PROHIBITED IN THE CITY RIGHT-OF-WAY. The ductile iron pipe shall extend at least 100 feet beyond any solvent noted. Any contaminated soil that is excavated shall be placed on an impermeable mat and covered with 8. ALL LANES MUST BE OPENED FOR TRAFFIC DURING AN EVACUATION NOTICE OF A HURRICANE OR a waterproof covering. The proper authorities will be notified and the contaminated soil held OTHER CATASTROPHIC EVENT AND SHALL REMAIN OPEN FOR THE DURATION OF THE EVACUATION for proper disposal. OR EVENT. 48 HOURS BEFORE YOU DIG GRADING AND D R A I N A(J E NOTES: 9• ALL DIRECTIONAL ARROWS SHALL BE PLACED AS ONE SEGMENT. CALL SUNSHINE 1. Contractor shall verify existing elevations at connection points prior to construction and notify 10. ALIGNMENT OF PROPOSED PAVEMENT MARKINGS SHALL MATCH EXISTING PAVEMENT MARKINGS AT Engineer of any discrepancies. PAVEMENT MARKING LIMITS OF CONSTRUCTION. 1-800-432-4770 2. See geotechnical report for site preparation requirements. 11. THE CONTRACTOR SHALL OBTAIN A CITY RIGHT-OF-WAY PERMIT FOR ALL WORK WITHIN THE 9 P P P q /� �,/ / ,� �r �p/� RIGHT-OF- WAYS. // S T ELAW�NIZVRDA , 3. The contractor shall coordinate the grading and drainage construction with all other construction. 12. NO LANE CLOSURES WILL BE ALLOWED FROM 6AM TO 9AM AND FROM 3:30PM TO 6:30PM, NO 4. Contractor shall furnish shopdrawings to the Engineer for approval prior to beginning EXCEPTIONS. 9 9• PP P 9• 9 construction. JOHN NEVIN PE 1 5• All construction and materials shall conform with all City / County standards. No. 5466 DATE: S H E E T 9 I = I `,d/! 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DETAILS y , z \ iX 1 1 CALL OF FLORIDA INC. .. ,,` 11 ,, I (�) y TWO FULL ;h,, I ?s X_ ;,� �� y`_, �, ;' . „ �' :, - I I d �i'? \ —} ( ) A + BUSINESS - v, - " � 1. � o -> � ` ,. I DAYS BEFORE YOU DIG. r_ yr I -- A MAINTENANCE I ,„ 1�, ( NE , W , �� ', i- r. �+ : ?, t.jd.:r. : -1+'I ,� 1,. -,.�',. I w fS (). " 7 % ! )- li \ l ;, 11 f'.i•. a J ��. �.�. „ f; is { , ,_.Inr;- e ( . « .-- 'j.7 � 4='1, :,< '/ I I I , , ,.,.f( 1 ,..'`�t� \ S l .ter\ \ - \ Ill 1, 1 ', l FACILITY 0� I \ , 'vy ; ) ,�.� • • ,-�,_ s Ir ,J I J - i / „ r I O� p :- ) 9� Y t e- f I r_ l I I I, iv� \ C ,11 t \ /. i FUTURE DEVELOPED I I ° `, %`` F 0 , ;r� � I 4 ;` t_� r - ARCEL v m ,I . l�l � P k O d i. CX i t ; i { � t xx I , ,', „ r 3 I , A ,, e i >. 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WARN t „< I I _., x lfi , , '' ` 3' , .; i I , Q $� 1,/,-, i 5�.' ,,.,. ,, ', ' !�+ ih I wrr, I i,� GATEONTROL BOX. TRUNCATED DOMES I ..: l l� II S SHT. 6 FOR DETAI I , I W 2-8" BOLLARDS I i►-I - ,;';, ,I,, ti_ �I� Ii ,:IIp1 :*I�I EE L / M , �, E I,1�, 11� ,Is; I ;I � I I i( I ,. j I a i}f K 3 SEE , _. AR y , CH. PLANS i « r r= ( „ I ,,,, _ —.__ „� dols I _.,; ri F ,,, r F�'3r — — 9 ETEN. . Mo�PEa FOOT `� N I o I ' o DRY R o ,;S A DARD INDEX 613 I o I � r o I °' POND « �; .:�� d vy O O r' I. I , FOOT DROP h I I I 1 j oo4 I l r p \ \11 I h CURB PER --, i , r ll�l I t,1 i \ INDEX <, . . 4r -- -- -- ----- � ,, ' L , 300 'Z _ R," - I - - - I I \ y, ! l , , \ I , t , :-,,, .. ,n .. - I=P �. - t,. .-:. \ a 1 t w , m �� ' i. r.,,�=s.,a , 3 O d , ,,: ,r<s «.-t r(l t. « ,_i -:.'t,ttr ;` _ , .., / .. ' ,,: :: ' - ,. ..,. , , ,,. . - r `s, j : ., s ( .: `) ,5r.,h # .�., '.., \ r.`l, .':f!'{1 �1 r➢ '11, t , t is {} „_ , -, -_ ., , .. i IN(FDOT ROW � �`: � l / p 1�,�FRR ' f,. <L , # 911 p 3 $P"ASPHALT 8 , LIM R � i � ; I o. � � ,' i 11 , & 12" SUBGRADE I .',^ '^ . ` '72,E -., DATE • MAY, 2013 I,, : ,"„ '` Y/ I tl :1.-;"' ""' R 't �� X.. v- x - ,. _ _ ,,. ..K_ ..X....-_._- t f r-t`'-'-- }\� ,I .. , ' Y. , x tri _ : 1n o (N�ll i !! 30,2 %" 7 y .,, i / , i t j _ 7 _. ,.,, , ; +`u -; ECT N0. ;,.r 1 ,w r' 9 _ _ , , f r _1]252 , Li' c', __ I ---202.9 ,. " . , �'. I ,' , , , , . 4 I o 0 1 8 DOUBLE SWING GATE ;, +,r. r r,1, ,1 ,-:;r , � � „M �1,�` �. i MOT,PER FOOT �, I; , _ F, v DESIGNED BY ED GOODSON PROTECT/REPAINT MIN. OPENING IS 22' ____ - , I ,.''`..STANDARD INDEX'61� '.,.. -. __. __... __ _._ .... PROPOSED ': , _. --- , ; -_ ;-., : ' x, . _._.__..:.. _.--. _-.-_.-- _ ..._. _.;.::,,,"' " / > 4 >y) �3 , ti �rz 1 :' I CHECKED BY : JOHN NEVIN. PE 6 WHITE ALONG (ALL FENCING AND GATES �' '"' �_ {��r 30 x30 ' ' , ,I I (,! f,t`*.r .>,1 , ; i I, r "� :I u; ,ti.- o(- - , A I u 1, , , f, ._ ".' L.1 ,ix'' taxi ,N,�—) �:1 L EDGE OF TRAVEL LANE 1N ACCORDANCE WITH » " - _ rel,. (.3.�>/) - .i I s <>,, It,�.. y �. t 1 DO NOT ENTER __ _.___ __ _ __.___ __ - ,.[ -', ^, I 1 =2 ” ORDINANCE 24-171 _ _ - ._ <` ,, ;i '' �,'`, ,',,, SCALE - O , ,, ' , ., 1 S SOLID , (R5 1 SIGN _ - _ __._ Ia a 1, sLL. „, r CITY OF ATLANTI ) , ` _ r, _,I �, ti, , ,N"', r.,,', 't -., �_,, A C BEACH.) __ _._ _ _ �_ I ,, fDOT'INDEX 304 & X10 WHITE STRIPE _ __ _ __ _ _- _. __ __ ___-- - I-, n I i' I _ __, _ .. ___ __ , ___ ! f �i 1 t, I" "Ill ^'I _.,:. __ :.., ,......E r . �t TERMINATE AT; _ CR-21 RAMP W/I 11r ''' ___- _ -- _ - I t n , ,, ., , , ,r �, . ! _ __. _ N _ �,I ,111, , fv,�;I- ,,,_f., , - o. Date R _ _ _ r; , h { i !.,_, ,1 )f, �'„ Revision i 2 WIDE DET. WARN " , OW LINE.. �' - L , , i':i },;. I r,I ,, , ., . . - „ (.,. � e ,:.' f torr r_ i I ,. � dr. � TRUNCATED DOMES I, } 1 ,n,J i t i't„ 't r 1 f ( ! i t V'r v T' t _ ' r j :<'` SEE SH T,' 6 FOR DETAIL ' _ )�;�''r� i_ � ; I F h' r. ,' , �I� ; t XL,'r1; I I - }:: + , I , I, ,� ;,; , : _ I - to „ r. N.. 1. :.1 I li , .:{ ., ,, ..f it ,.r ' ' t�.,'.1 #^ , ,�'\ , , 5,: _ , - "''�� it jjr i' 1 n - �. - : I r f .,, k i - -� 5 PARKING SUMMARY FOOT NOTES: PARKING PERUI4ROEMENT (COMMERCIAL BLDG) BUILDING SETBACKS 1. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDDT) RIGHT-OF-WAY 9. BURNING ❑F ANY MATERIAL ATERIAL ❑R DEBRIS IS PROHIBITED IN FD❑T RIGHT—OF—WAY, 0 SF OF BUILDING SHALL CONFORM T❑ THE M❑ST CURRENT EDITION DF THE FOLLOWING PUBLICATIDNS� i I 11,048 X 1SP/400 SF = 28 (Min Spaces) STANDARD SPECIFICATIONS FDR R❑AD AND BRIDGE CONSTRUCTION (ENGLISH) 10. ALL LANES MUST BE OPENED FDR i FR❑NT YARD=20 FEET FDDT DESIGNS STANDARD(ENGLISH) TRAFFIC DURING AN EVACUATI❑N NOTICE ❑F A HURRICANE OR OTHER OTAL SPACES PROVIDED=30 (28 REG. & 2 H.C.) YARD 10 FEET FDDT PLANS PREP MANUAL CATASTROPHIC EVENT AND SHALL REMAIN OPEN FDR THE DURATION OF THE EVACUATION DR EVENT, HUS MORE THAN THE MINIMUM ARE PROVIDED REAR YARD=20 FEET FDDT FLEXIBLE PAVEMENT DESIGN MANUAL FDR NEW CDNSTRUCTI❑N AND PAVEMENT REHABILITATION 1L AL L DIRECTIONAL ARROWS SHALL BE PLACED AS DNE SEGMENT. BICYCLE PARKING (5%) = 2 SPACES 2. SHOULD A CONFLICT ARISE BETWEEN THE DETAILS SHOWN IN THE PLANS AND THE DEPARTMENT OF 12. ALIGNMENT OF PROPOSED PAVEMENT MARKINGS SHALL MATCH EXISTING PAVEMENT MARKINGS AT THIS DRAWING NOT RELEASED FOR TRANSPORTATION STANDARDS, THE ENGINEER/PERMITTEE SHALL IMMEDIATELY CONFER WITH THE DEPARTMENT'S PAVEMENT MARKING LIMITS ❑F CONSTRUCTION, CONSTRUCTION UNLESS SO NOTED 10" 14" PAVEMENT LEGEND ENGINEER IN ORDER TO RESOLVE THE DISCREPANCY. IN NO CASE WILL ANYTHING LESS THAN THE ABOVE. Fes_ if i DEPARTMENT'S MINIMUM STANDARD BE ALLOWED. 13, BEFORE CONSTRUCTI❑N IS T❑ BEGIN, THE APPLICANT SHA *. . „ " r , " ASPHALT PAVING LL DELIVER TO THE DEPARTMENT PROOF ❑F SHEET TITLE ` ;, INSURANCE VERIFYING THAT THE APPLICANT OR THE APPLICANT'S CONTRACTOR HAS COVERAGE UNDER F, A 6.5... ,.'...,:'`;. -,,4. ;•.`., `:: . ." 7.5 SEE DETAIL 5 - SHT 6 3, ALL TRAFFIC STRIPING AND MARKINGS ARE TO BE LEAD-FREE, NDN-SOLVENT BASED THERMOPLASTIC. LIABILITY INSURANCE POLICY ISSUED BY AN INSURANCE COMPANY AUTHORIZED T❑ DO BUSINESS IN THE STATE OF FLORIDA NAMING ITSELF AS INSURED, AND THE DEPARTMENT AS AN A CONCRETE SIDEWALK 4, REMOVAL OF EXISTING STRIPING SHALL BE ACCOMPLISHED USING THE 'HYDRO-BLAST' DDITI❑NAL NAMED INSURED WHICH SEE DETAIL 14, 17 — SHT. 6 BLAST METHOD, IF THIS POLICY SHALL CONTAIN CONTRACTUAL ENDORSEMENT SPECIFICALLY COVERING THE LIABILITIES ARISING FROM GEOMETRY 2' PROCESS DAMAGES/SCARS PAVEMENT, THEN THE PAVEMENT SHALL BE MILLED AND RESURFACED PER FDDT THE INDEMNITY AGREEMENT. * 3/4" RADIUS • HEAVY DUTY CONCRETE STANDARDS, SEE DETAIL 4 - SHT. 6 PLAN ** SLOPE TO FIT DRIVEWAY 5, EXISTING PAVED SHOULDER SHALL BE REMOVED FULL DEPTH PRIOR T❑ WIDENING OF THE ROADWAY, A), THE POLICY SHALL PR❑VIDE PUBLIC LIABILITY INSURANCE, INCLUDING PROPERTY DAMAGE, IN THE FOOT DROP CURB O # OF STADARD PARKING STALLS AMOUNT OF $500,000 COMBINED SINGLE LIMIT FOR EACH OCCURRENCE. I r B), THE ABOVE REQUIRED POLICY SHALL BE ENDORSED WITH A PROVISION REQUIRING THE INSURANCE (STRENGTH PER FOOT SPECS) 6. ALL CURB AND GUTTER AND SIDEWALK WILL BE REMOVED AND REPLACED JOINT TO JOINT. COMPANY T❑ NOTIFY THE DEPARTMENT 30 DAYS PRI❑R TO THE EFFECTIVE DATE ❑F CANCEL LATI❑N OR DF ANY I T 6'X6' TRANSFORMER PAD MATERIAL CHANGE IN THE POLICY IF THE CHANGE OCCURS DURING THE CONSTRUCTION PERIOD. 7, ALL DISTURBED AREA WITHIN THE DEPARTMENT OF TRANSPORTATION RIGHT—DF—WAY WILL BE RESTORED C), THE APPLICANT SHALL PAY ALL PREMIUMS AND OTHER CHARGESi TO ORIGINAL OR BETTER CONDITION BY GRADING AND S❑DOING THE AREA DISTURBED (BERMUDA IN RURAL, DUE ❑N SAID POLICY AND KEEP TRUNCATED DOMES ]DETECTABLE SAID POLICY, OR A MATERIALLY IDENTICAL REPLACEMENT POLICY, IN FORCE TO INSURE THE ENTIRE PERIOD Q!' � � WARNING SURFACE (ADA COMPLIANT) CENTIPEDE IN UTILITY STRIPS). CONSTRUCTION ❑F THE CONNECTION, � �� 8. A PRECDNSTR �00 p .,, 11 SIDEWALK RAMP (SLIP RESISTANT) UCTIDN MEETING SHALL BE HELD 72 HOURS PRIOR TO START DF ANY WORK WITHIN THE 14. NO LANE CLOSURES WILL BE ALLOWED FROM 6AM T❑ 9AM AND FROM 3;3OPM TO 6:30PM, N❑ EXCEPTIONS, s 24" " Em (ADA COMPLIANT) FDDT ROW AND A FINAL INSPECTION SHALL BE CONDUCTED 10 DAYS AFTER CDMPLETI❑N ❑F THE PROJECT. I 24" NOTIFY_ NOTIFY DAVID BYRD, INSPECTOR C❑ORDINATOR. 15. ALL BROKEN/CRACKED DRIVEWAYS MUST BE FULLY REMOVED AND REPLACED. JOHN NEVIN PE 3 4 11 L� ' EXIST. CONCRETE SIDEWALK No. 5466b FDOT DROP CURB - DATE: S H E E T - fI I , ;, - , i ! ;o ( , t " ,. , t �,1. j 11 � L, , { 7 r MATCH i= I I r 1 BOTTOM ti, J,, i G " r , I 1 , . .•. I i l t 1 � TTYF� BOTH SIDES `, �\ , ? _ , �, r;,, ! I � i � �h- �, Y" , I t 1 i , i ti, 1 I �' ;,V ' f ° p , _ I 11 IV , / , a,.. i .. , .,,, ,,. ,... 1 K, .4^�W,q . ,... r _. , S - i l; A. 1 fl(. T 1 ,,��t,f,r I I II ti_ f f_. , , . t .. .,r.. _ I t a 1, - ` i = ,t. ; is I , , , r ..:,'f,:it 1 ±l !. �� :l.)' I. ti-: r .L .� 1i I , ;, I 'I , 1 ,r �... x ��'.� '� 11 I�11 , E t11 ;, �uA.,tr �, i9' _.�,h f _-) 1.,. L'jr i FILL l AND REGR „ , 18: CITY STAN 1 �3 , r ADE .* DARD I 1 I ( F 1 L i i „tis EXI ` > I _ ... 1 �. z:' �, CURB & GUTTER TYP ; I i a , •,.;� Iy, ST.. PO ND 5 ! ._ RSR �. t Y/ q. ��, TTM I f ,.. OUTSIDE PROPERTY. ; C/ Q s .g- .-eaa�_ +ix-. a-_ (�. I - t 1 / k� O t _ - - B 11.585 � •� , , � .. _-_____ ._---___ is i sEL „ ,,.,, ,.,. �...�a"'Y�". -6!a , , ., 1 4 .. t , r t l ,t.. T 3 . !.,, h. 1 'l l i ..1 r. ,� 4 _ , 12. i 1 , . . , _ l 2.22 r 1 3 12.70 ' ' �' o r i / 5� © ,, :.,,,. 13.98 0 I 1 f r 13.20 t 7 ; . I f._. ,._ , , + 5TC --- - r_ I � + .9TC , , ,, ,. , ,. 5 C + .5TC _- _. --.-. -..: �, ,ti � T�. .�� - , I I _. Td6 :,_,� �, I - - - 1 ; �, �. � ,, i P r , � 12. P i �'.,, i3.10 rE,v , _r „ _.:_ , / , _ � �, �i „ . __ �, ,� : � 12 7 � r+�'d X3.73 r r / , .; r,,,,,11 F�rl _._ � ,r _, 7,i � -': � '� t�, ,, ,�= 5 EP �.. U - - / - - C;NA r t_ , +0.5 TC-, rte. _ , <1 i ,r �, Q �, .• , >f�K in �, � , 0 12.00bR -��- _ . I r,. E ,2.5 N > , W� ,� I I , r � ° � ' :� �� , POST , . , f, ° r 1. __ ► OUT , , . , , _. 8V i„ r : . � � ----�- Q:__ �.�5 x, . �� z ,. .• � ' � ,,. �r�x , � , - _ _ S „ �, , -. and As 2 � r <: - - - S-3, <> �. a MIAMI PIL OUT �� ta- { ::_o,_:, a:, > . X3.0 :, '11 1. A /-_,. . : .. 13.61 ,x. . h, LLQ 13.25 9� G ' I. _.- .._..... '� 12.63 C RB C� a 8 s Ir7_��Fllpl_ . 3. 0,. ,<� -------------- - � 13.31 ,. rz. -_ ,y Consulting,I it : ,1_,_ � � � � ,, , _ ,� � ,, .�, ,, _ E �� En sneers ,- < .. r-, ,.; ,, . � � ��.� �t 0 1;11`1 r: ',, rt9 ,I � 1.� . „ ;<. , � ,. c.<,f : , . 13.4 , �..� �,, _..-' N '�, �/', ;' ,;;._ 1 . v * �f t _ E -�t , a _ 2 34 + .5T n .. a G t, ,� C e .. 0 K.. � . - . F f� x' 13.10 Ft\ t ._. _.. �. u:._.-. .lI t n ; _. .-.-.-.-. ! .N n . . .,�.. ��. .�. ...� _-- o �1E.B. 6306 E ! , : „ , , _ :� "' �, f x�r� S 10 P � , E u ,, r °;,.°_°_i r' pj/) :- .� lle�,r, 1 \ " .�. e 6 MIA :14th .�. .i, 'N.. j, J�.�:<.,?., . o c 1 { ti .. I ... a : p � - .� MI ., l 2 I i v. 2.35EP o -• t 13.25 .' 13.8 r I I.,.., I 1 I * SPILLOUT ��. � ,� . , I f I , . 12.65 2.48EP �: +„�, I -,---+-•.. ' � . . ,� 9,.? 'sem{ .. :, � 13.20 ,., �. � ° �.. . � � � � 'AK � 1` Ah ,xO11. r ,• �,�, ....... +0.5 TC �; . / �, t ,,�' O�7J i I 14.2s +0.5 Tc 12.47EP •'. : .. k• FORTUNE PARKWAY 12.32 , , E " " 4x ,"""•» , +o.STdJ + c 4 . ° {ter SCF) __ uR6 (TYP .- SUITE 403 , v . +0.5TC .. 13.1 `' .-F �4, 0.5 TC . .. 3 : ,, x , , r: c;. . PROF!OSED FENCING + 1 F �,A . * i a A9,, , %; I C ,: r.�a � I 2.9 1 v. . I. ti ,�� ONVILLE FLORIDA 32256 I �� v L- x , KS --APPROXIMA il "i_ i�, I ITE LIMITS 1 , vUA 13.25 _ * ,. , n �] .i. ..fir- _ �' � , ��; , � 904 519 7770 - • I , Fax _ ,_,__I�:�_ �. . ., Z ) 904 519 7776 OF FILL I _ i ° -, 2.83 -� j H ,, ,, 1 1 � \ 13.8 '; �., , I 3.08 �i f� I : t _, z..l ._ ._ S 4 ,,� � _ - 1�.1 I I 4 1 - > \ , * ,c, ,-, :r 13.40 ;,, ,r �� \. ��' x ; I, - I 2.98 = t- - _ .� Y' ,,. f.- , ', , >:i �;ry 3.47 y, � �. s! r•r_ ,I ,. : I +0.16 t 13.10 �� 12.50 ' x� . ', ,.- ',k . u,. ,, :, 6 Ilvf_ t 2 23GR ,_, • . 43 i t'u k v 12.97 , +0.16 1 , � .. .- .� 12. / -_ 12.66EP 1 12.76 - 13.50 +0.5 T e 95 : ( b t, + w +0. v G � , f, `Y,, a t._. � 5TC +0.5 TC ,, �, �,`, �� }�' � ,I' i I i w P F - v +0.5 TC C, 1 1.�,. �" � , I,� ; � - „7 r � 7 5 12 95 r' J �..� i, , �, �� - , �..,,,t � ��, ?� `si ? ,�.OM1,, �3�',.u'v�� ' Im�a Ia.:; i� I , ; : � � ..-�_:X 12.64 EP - � '• r • t , , :, ,I ., 1 .,..:, ,..,;:.- ,• ..: :�,:-- :,,rz,,, .j:3 r �___ 1 MI 1 � t..., ,.,,,- , '._,, <�. ,, .,._ -', �, '., ••;�� -''...�,/��. '�t1r,�l�le��j `"f :,, �._:._. , I „ " 12.77 3 35GR _ AMI 12.47 12.46 13.43 y III I , 24 LF i5 RCP STUBOUT I- , I; 12'11 .37 I 13.50 12.47 CURB , , , ,.: a`?1' , I.,. �:, I,;11�'�. ,. I 1 I 0 16 TC 13.17 13 50 1 35 , Y • ,,I Ii. . ® S 0.24 FOR , _.1 , _ ,, p ;, i , FUTURE C C C�At ° t" L:At* r, ✓ ;1 ', ' CONNECTION I ._, 12.88 ' `L, I �.,' -, 't x' ., I , s. , , , , I I � . . + � � �_; P EXIST. ,. � , �. ,_ ,,, ` : LUGGED._ 2 TYPICAL I I „ ,..,, i U ,: ( ( ) .• ,.. � ... ..< .a. � ., ... �, ,,:1 ' �;Y l J ,. , 1 ,Irrl:,yir a =;��.�IVI� I: �,,,I ,� , ,;, . , I _ p :, 1 ,I : I :v.._ .F .. I , ,° ,ae ,. , ( S ,�� ,. _- ;- ,:. ., r'. j�• ,,.ul y,�,,iy ,o I `I' " s 1 -1 :',> f 13 D4EP , -.,. .F.:.._. ,_.__._ , A ,,..' t: �1 ,,,_,tr, 1. _ !... '.lo.,rr I l�'ntil i. :. - I 1,, 111� {. c - , f n. ` ,... s ,_ ..., r (� r t, I r 1t_ I HEAVY DUTY�1,, • • i. +.» a +0.5 TC 13:4C � �J ; t ,� V , �� ,, ; r fli CONCRETE i. , �� %FLUSH / �, - ,tX,;/ 13.0 " 13. 0 .�f, ; : 1 _ r ,�, IIII 5 THTC s: , rl, fi , „ ' I i * r, ,:,_ : 12.95EP K. �, „ , ` �'', ,�� , 13.1 r, ,,. I, , ,-� 4 5 r �1. �:; "�,` ,� �J' I L., , 13.20EP +0. I 000 PSI CONC• ai ,,:,, 5TC I 12. 7 �- ,, :� I, ; '_, Vit: al, .., I,I I i _ ;....� , • � I � ° ,.:,`,. :-,� ti "7 -_ �. ., '�, .,, .__%, ,bpi+,. .�,a FUTURE DEVELOPED +0.5 TC a 13.50 , 5 1' . , „ 12.52 I +0.16 1`C �� :_ ':,-k, I ,, , '� ;, ,. , .�...,.. fix# >a...+ ,.r.�" � rk' ,_ „. 2.87E l _. � - .., �✓� -._ X \ " (?` 11�'di �, :� , 11�1, PARCEL I 1. , „ 4, 1., , , I .c,, „ .. , , ,. �' ',.., I' , .IIP';' , 'I�i, 4 u , #r. ,V I �13= , .: C e '. �„,I.. L: Y / , I ._ n, < Cs , dal= Fa fII ,:, . 11 q, , , .. 1. , (.., 1 n -T ;; .,._-: ,7, I:e:. .R , O @ �. v: 4 + .t „N a 1 I 13.00 - �. � ;,, , � ,, � ✓ rr . a ?r. :,_ I'll I ,:I i I c., ;', (.,p}1t r "1, I,. N� OST SIT +0.5 c �� , , . " , 3 50 k -" 1, i I I: : , 1 13.3 T - t; Fidl of life : ( �, 5 C g g J; i . I, ;, , , , , ( �,;< - ,, ,13. 0 .,: ,, r, ., ,� TOTAL AREA 1.79 Ac ,,,, 1 . 3, �,4K y' r, .y, 13. t 3G - = i fti �,. v "I I _. IMP - ;;, ,� '•.. _ : .k � _ � �, ._ A r� `�-'� ��`1 _ ` 1 % I ERVIOUS 1.24 Ac. ,: ,,G, I - 1tc „ ^,� \ `` 70X IMPERVIOUS - . '�` 2.72 , „ i ! ,� 13 0 : K I ':i ! T C -10 MINUTES > 13.2 „ 113. 0 .-13.50 @,, f. O F �?Ax '' I - ft,rte.., '.o F , 1 '`\ t . ` EXIST I' r-- ,,', i ,...� ,+ 16TC . . .5 ,`, ``,,,` i ', ', FnrF , ' I , ,.,, ,r i ;; ,.I , ' k , � °I'll ,.e.,.<A .. ...,,u. ....�.rr<.:, .. .�., .-. �,.n�s,� v. , _ \ , , ,------- `'`'; .. .� , POND K I 13.35EPpl, 13.08 5 P" X12 12.68 I " t=,; * R . Rik r' , , i 3.20EP +0.5 TC . ( y,, NEW I N T N A ��s NCE I f 2.50 1 h 0.5 TC I ,1 U .r, ti IP' P ) . 1, 1 13.04 = _ I r. I APPROXIMATE LIMITS a� ',/ i,,, I � I 13.101 Im '.,1 I 3.4 -. --=o 13.35TC �, i' OF FILL APPROXIMATE LIMITS --_ - ----- - --__ S _ S --_- F 11 11FACILITY „ / - - -- -- s F L ( I OF FILL - S S I 13. NK=12.Cf' MIN I. '41 �'� i �. S 3G TOP OF BA ( ) `, i 1! , .. i 14.00 ,, " I a 14.83. 14.60 " ,"&'' , 24 LF-15 RCP STU13OUT �, j j . . " BOTTOM 7.0 .1 1, , t3 cor, F 0 R ' i 11 + .5TC I i _ 12.84EP p 5X5 X12 "Ai ,,G. O ` y I ,: +0.5TC , +0.5TC I 12.70 I 13.50 RIP RA SH(1WL :3''' �,�- ',. �`'� " �- �i ® S- 0.24% FOR 2.4Z�P +0.5TC 12.78 �MIAMI P 13.15 ,^ FUTURE CONNECTION O:5'TC +0.5 T „�r; SOILa32 (LEON) : .. �" +0.5TC I I I CURB a 13.40 P �, ( ;1 ,x I I � . ;;: PLUGGED. (2 TYPICAL) I 13.50 _ ERM 13.0 (in/hr 'v10 I � I � . _._. 12 50EP ;I d 01S I �,_ � I I I � :, I., - ,•-.-.-.-.�s�-. . I I I - , 0.5 TC I 12 I , • 13.05 84� . a- _ _ EN. �` \ -^-, n +a1 s Tc1 i DRY ,': 13 50 +0.5TC I ; I �� FLEET LANDING , -RET � . ° °° s 13.2 F "� - 14.5 , � • ' 13. 13.50 � I , �. • S - s L r' a 2.19GR , r , OND I; _ 14.80 -_-__ S _._- _ 1 1 _�_ �x,;_,.:.,.�a 1 ,. .lx= - 3. 5 0 6'TC . I, I 12.5 +0 1 _- -- __r-------- - -- --- -- 12.95 12.54EP +0.5'TC S-2 1 Y I M POR T RD +0.5TC _ - - --- -- -b 14.77 i - I16 I I J 13.22TC ; 14.00 - - - - - - -a�----- 12.60 �+ � , J., , / J• It 14.5 13.15EP 73��: - 13.2G <` ° a,,. S 1 12.42 » ,, . ; _, <' Fst:R `, v . �. ATLANTIC u �4,:r +a.ST BEACH FL _ +0.5TC 2.88 1 ,1, ,,,,.; , A 1-1 r , - 12.27EP +0.16 TC -, r � ,> -+0:5TC +0.5TC +0.5'TC -b 12.34EP " ,; TC +0.5 TC „ :15GR _,.._ . - _..� a_, _ _ - - - - +0.5' . ,; • , , r` I , , � . - _ _ - ---� --- � ° , >.. :' ,, 2 WIDE �:'`� , __ n t r, _ , -- - _: _: ._ -iA - 13.0 illr _ .--- ---- -„ - -- M FLUME . , i, `t 1/ 4! \ +0. ---n -_- - t,. n t � � 1`' - - - --- - _ 5 TG �y �j - - ---.--, ---- --- -- -- �/y _ .__ , - - - -�� , ... I -g ::-:,vex -_ .._- ,/ / .. _. ,..... VMR - 4 #.c.R.1 _ �-_..... # ._._. � _ .r. :. , ,,, i � , , ,:�.' fu. / , v / �/ / Y It / 11.5 1 : ;,, t� _ 0 FLUME - . - , ., f J. , - _ _ ,. ,�., l.__ _� .� 2 TAPER FROM 6 __ __._ ___ _____.._ _____._-_ +0.5 T _ , , .,. u - -.... %- r.. ___'x--___*-____.x_._...-^ii.;'-"'�*Tr"' .... l"" -....._- _. _.. _. C i, , Is y,1l 1, I __.__._ 12.4 I ,,, , TO 0 REVEAL 12.6 f' ,: ,_. _ . r _ r :1 1 --- 12.9 I 2.00 FLUME ;, l dr , , , r ,, I �._ ! 13.4 13.0 +0.0 I 1 .5 e 13.2 18 ( TC :rdc ; - ._..,;, CITY STANDARD t __ ,' , % pI L,„, I, ! - - , -; i _ A . CONC „ CURB & GU --, ,. , " ., f II 2.10 TTER (TYI') , � . 1 o-: 8 w%/�r, , r }, 3 f-� , t. . P l ) A i ., .... I ; t i �c _ h ' �1, i�) I� l , �,, 1 , Y k _. - I-,. 1 l i I _.. __.. _ _.. _._._ .._.-._.. ._.X-_ -. ... i .'f,�' fs ,I,,y. `�,,Iti �,,' '..�ii,l1 I , ! .. I ' .. __.. , n "e. F :! .•,`'; , .-. _ _..__ .._ _; __ _ -._. _... __ __..._ ___ _._..._ ..._ ___._. __ t_ y I y.' j II ;,:. --,.tom ,. Ihl , _ _ \ ; -- �. r - _ . .. , , t r r ," i t n i`, 1- , -___ __ 1'' �,I, l-: r i ,i �I�j Ii , i , 111 I k_ .I,_. , , 1I . - - � 4a 9.5 MIN l.. _ _ r, \ ,, 'GRASS I q E,. �tl-,Ih,e L1/.'!� 1 L."', _- ___��I 11 �-�' �IIIIr R� �", I Ihl�]LI '[ III � 11 BACK OF CURB 2' MAYPORr ROAD (FDOT) STRUCTURE SCHEDULE 2% (MAX) 2'w(min (MIN) EXIST. GRADE I 1 H FLEET LANDING PROPERTY I PROPOSED STRUCT. STRUCT. TYPE TOP INVERT DIR & ELEV DRAINAGE IMPERVIOUS X PIPE OUT INFORMATION DATE :-MAY- 2013 J 1 7 EXIST �' FD T D OP N0. ELEV.10:1 SLOPE ELEV=13.0' PAVEMENT 10H:1 V -- - --- a - G ADE AREA (Ac.) AREA (Ac.) IMPERVIOU PIPE SIZE AND SLOPE LENGTH Ft I TOB MIN =12.0' �� SC p MPS W � � S-1 TYPE C INLET 4 1 SLOpE 4'� Z x, 12.19 S(191) 8.69 0.424 0.381 90 15" RCP O S= 0.23X 80 PROJECT N0. 11252 1 6 a t S-2 ,. 8.30 1" DROP (MAX) FROM t EL 7,p' MATCH EXIST. H TYPE 'C' INLET 12.15 W(158») 8.55 0.148 0.133 90 18" RCP O S= 0.18X 115 DESIGNED BY ED GOODSON SIDEWALK TO GROUND GRADE ® P/L 0 4.7 SWALE EL. Z XIS 15 ----61- - -- - _,T --- 14 79 S_3 TYPE 'C' INLET 12.00 SW (15") 8.27 0.511 0.409 80 15" RCP O S= 0.23X 78 CHECKED BY LIMEROCK (SEE PLAN) - SE 05") 8,27 JOHN NEVIN, PE _ CITY STANDARD * SEE LANDSCAPE PLAN FOR GRASS TYPE m __ Agin x NG LOPE= .sX 0.222 0.189 85 " SECTION A A CURB & GUTTER SECTION B B 1 4 145 S_4 TYPE 'E' INLET 12.23 E'�24')") 7.60 18" RCP 0 S- 0.18X 7s SCALE ' "=20' - . o EX S E IST. 24 RCP O S- 0.12X -10 VARIES w.GRASS EXIST. GRADE 5' (MIN) -' -� 1 3 G ADE _ -----------T- i 2' `` No. Date Revision (MIN) BACK OF CURB __ --*G A a of ai 1 2 S_6 YARD DRAIN 12.50 S (8") 9.50 0.022 0.004 20 8" PVC O S= 0.52X 31 BACK OF CURB _ _� 10H_1V PAVEMENT PAVEMENT SLOPE 4• MA MA I O1J111PsiEF;PAD ( MA U " ' W-__r- __ . < [ .; -- (24") 7.51 2 MAX• 11X S-7 MANHOLE 13.02 E 24 � MATCH EXIST. �--- 4 I fx_ I V-1 -3 ( ) 7.16 N/A N/A N/A 24" RCP O S= 0.12X 90 GRADE ® P/L - 4 -1 ��=6 2 0 (8") 9.34 W _.- - ;II OW H 1 30 40 " .` I t �' 1 5 0 MOD 'E' INLET W (24") 7.05 4 12.83 N 24" 5.00 43 *S-8 24" RCP O S= 0.12X (DIVERSION BOX) ( ) 0.119 0.114 95 5 LIMEROCK PROPOSED g 24• 7.05 24' RCP O S= 0.20X 26 - EXIST. GRADE CITY STANDARD LIMEROCK ic('4�"�R i f !i (. _, -�- MAYPORT ROAD FDOT HEADER CURB S-9 M.E.S. N/A N A " EMATCH EXIST. �` p�R f I ) CITY STANDARD I AT FLEET LANDING PROPERTY S-to TYPE 'E' INLET 12.30 7.00 / N/A N/A 2a RCP /q GRADE CURB & GUTTER 1 8 N CURB & GUTTER 00NG GRADE 4.83 S OPE TO E (24") 2.10 N/A N/A N/A " SEE LANDSCAPE PLAN FOR GRASS TYPE * SEE LANDSCAPE PLAN FOR GRASS TYPE I 24 RCP O S- 0.24X 1 Ews't�c GRADE XIS 24 FD TDR P MATCH EXI S (24 ) 4ss 43 * _ SECTION E - E SECTION H - H 1 w- _ �� ( RaP I S-tt HEADWALL N/A " SECTION C - C SECTION D D I z - `- -- - _ 2.00 N/A N/A N/A 24 RCP N/A 16 �-- - _ M TCH * FOR DETAIL OF S-8 (WEIR) SEE DETAIL THIS SHEET 0 14.7 75 5 SOD DISTURBED AREAS PER LANDSCAPE 1 z_ XIS PLANS (tYP) -- m ADA X _ ' BERM(MIN) g' g� LOPE= .BX - 10:1 SLOPE-_� MIN TOB-12.0' 1 4 � XIST 4 N 13 Ex sT. -, Ili` i 4 1 1 2 MAX) AD 1 -4-yv E_� o THIS DRAWING NOT RELEASED FOR I K% / U_ � 14 12 J CONSTRUCTION U EL. 7.o NLESS SO NOTED f TYPICAL PIC/'1� D MATCH GRADE IN CANAL S U V-1 jy-3� OW ABOVE. DRY POND SECTION o H_1 »=6, 10 20 G 30 40 5o I DRY POND CONSTRUCTION REQUIREMENTS: G SHEET TITLE PAVEMENT LEGEND D 1. INITIALLY CONSTRUCT RETENTION BASIN TO ROUGH GRADE UNDER-EXCAVATION THE BASIN BOTTOM AND SIDES SCALE IN FEET R A I N A G E LEGEND � I BY APPROXIMATELY 6 INCHES. ALSO SEE NOTE 9. SKIMMER ANCHORED TO WALL SLOPE PLATE TO DRAIN 4-4. ALUM. DNERTER 00.00 2. AFTER THE DRAINAGE AREA CONTRIBUTING TO THE BASIN HAS BEEN FULLY STABILIZED, THE INTERIOR SIDE SLOPES AND BASIN BOTTOM SHOULD BE 0' 10 20 40 24" RCP OUTFALL W/ 1/2" GALVANIZED" TURNED UP EDGE 3'-D" PLATE ASPHALT PAVING SPOT ELEVATIONS: PAVING, GRADING INV. = 5.00' ANCHOR BOLTS 0 12 O.C. OF PLATE CONSTRUCTED TO FINAL DESIGN SPECIFICATIONS. THE EXCESS SOIL AND UNDESIRABLE MATERIAL SHOULD BE CAREFULLY EXCAVATED AND REMOVED FROM (TO S-1o) 5-3/4" 00.0 GROUND (GRASS/SOD) SPOT � D � 5'-10" 5• 00.00SW SIDEWALK SPOT DRAINAGE PLAN THE POND SO THAT ALL ACCUMULATED SILTS, CLAYS, ORGANICS, AND OTHER FINE SEDIMENT MATERIALS ARE DISPOSED OF BEYOND THE LIMITS OF THE 2a" RCP S= 0. X EXTEND TO OUTSIDE GRA OO.00EP EDGE OF PAVEMENT SPOT ALUM. DIVERTER DRAINAGE AREA OF THE BASIN. PLATE PIPE TO POND FACE OF WEIR TOP = 12.83' HEAVY DUTY -1/4" INV. = 7.05' °. TOP OF WEIR = 12.41' °' 2' CONCRETE PAVING OO.00TC% TOP OF CURB SPOT 3. ONCE THE BASIN HAS BEEN EXCAVATED TO FINAL GRADE*, THE ENTIRE BASIN BOTTOM SHOULD BE DEEP RAKED AND LOOSEN FOR OPTIMAL ° ° '° ".� ° ° 1' a ° 18 00.00GR TOP OF GRATE SPOT ° STOP SKIMMER 4" FROM ° sw STORM DRAIN PIPE INFILTRATION. POND STAGING SCS A : . .A 24• BOTTOM of GRATE .b BOTTOM OF 18` WIDE ..... .. CONCRETE SIDEWALK MEAN ANN. STORM ELEVA710N 9.21 ;; °D °. ° WEIR CUT = 9.00' q. DRAINAGE INLET ALUM. SKIMMER ° BOTTOM SKIMMER I 4. THE BASIN SHOULD BE STABILIZED WITH BAHIA SOD. 5-YEAR (SCS) STORM ELEVA77 9.54 2" X 2" X o ° ° - 2• ° = 8.50 Fj TRANSFORM � 1"' T1 L •° ° A CL. °.° GROUTED oR "RAM-NEK" ER PAD Q MANHOLE 11 5. SILT FENCE SHALL REMAIN IN PLACE UNTIL PERMANENT GRASS COVER IS ESTABLISHED, AT WHICH TIME THE CONTRACTOR SHALL REMOVE. BOTTOM OF 18` WIDE I I 25-YEAR (SCS) STORM ELEVAliON 10.14 FALL 4- " °� SLOPE=0.18% WEIR CUT = 9.00' JOINTS WHERE REQUIRED I 6. THE CONTRACTOR SHALL SUBMIT NPDES NOTICE 48 HOURS PRIOR TO CONSTRUCTION. 100-YEAR SCS STORM ELEVA110N 10.59 ��/ ` CONC. WEIR .I-11 ° 12" .. ° $" �4 0 12" O.C. E.w, og°( ) ° 1s' 30" °° WARNING SURFACE ® MITERED END SECTION 7. POND SIDESLOPES AND TOP-OF-BANK BERMS SHALL BE WELL COMPACTED TO PREVENT EROSION AND SUPPORT FUTURE MAINTENANCE. 5-3/4"...° 5-3 4` o. BOTTOM = 4.5' 4 ° o N 4 BARS 0 s" O.C. ° ° O CLEAN OUT o In 8. CONTRACTOR SHALL MATCH EXISTING GRADE A MINIMUM OF 1-FOOT PRIOR TO PROPERTY LINE. :, - �-. ° D ° ° �/� \7i� �I��:i/\\`a!/\\,,ice\i�i� Em SIDEWALK RAMP POND AdICPR NODE NAME ° ° , .° °'° SECTION A-A 9. THE CONTRACTOR SHALL REMOVE ANY/ALL UNSUITABLE MATERIAL WITH IN THE POND AREA TO 10' BEYOND THE BOTTOM OF POND LIMIT. THIS NOTES: t. CONC. DESIGN STRENGTH 4,000 P.S.I. POST SITE BASIN NAME REMOVAL LIMIT SHALL EXTEND TO A DEPTH OF 18" BELOW BOTTOM OF POND ELEVATION. ALL UNSUITABLE MATERIAL REMOVED SHALL BE REPLACED WITH 1/2" GALVANIZED aO 2-i/4' 2. MIN. BEARING CAPACITY 2000 PSF EXIST. CONCRETE SIDEWALK CLEAN FREE DRAINING (A3) SANDY SOIL. NO UNSUITABLE/ORGANIC MATERIAL MAY BE BURIED WITHIN LIMITS OF POND. COORD. WITH GEOTECH REPORT ANCHOR BOLTS 0 t2' o.C. 24" RCP FROM S-7 O JOHN NEVIN PE 4 ' 3 SIDES) INv� 7.05' S_8 DMSION BOX NOTE: USE TRATE. BEARING (WEIR ) LINK NAME No. 5466b I FOR LOCATION OF UNSUITABLE MATERIAL. ( MODIFIED 'E' INLET (HD) GRATE. DATE: PLAN DRAINAGE DIVIDE LINE S H E E T I I I I r , � ; wa _ n! 11 . �� ) �; I . t�, �' I� 1 ,\ t \ I: . < " I w \ DRAINAGE & RETENTION EASE` ENT t ` ' ;; , N I �; I OFFICIAL RECORDS VOLUME 13884, PAGE 357 \ ''�` 1 �lj� \� O I I C 7 G \ \ \ \ �� \�3/ 1' N.N A I ! p I { LtJ I A \ \ v / 02 I' ! s, \ t ( 1 . ^mft I- a t� -. -- --- --- --- `\ \ '\ \ J/it,,/ t, / /'N I ©c, i I (l7 LY I \1 \ \\� ',j J/ \`z X11 -c,o I w <� I > \ \ I r� f� / 1 r �� tk ,S I I , . .. ! r I Z l \ \ 1 -� ', `� h. , r..t ._, I ,. t..-: I \,` \\ z \ '.fir �� _ U ? �, 4 i 4 . " l`, l ; , ..: . -- I coI 1 �._„ „y, 1 ._ ! 1+t•,,..1 7- �, r' \ I x cr> \\ v \ \ \ f 1., -11,, v. I r I , 4 _.. \ z, \ I I I d . 7,. �l • < ) n GNA - � 1 1 „ , 1 ;'-. "' is '. � ;'. • �1.,1 - I � m > I L_ I , ; 1 :' - :A' , t( Y i.�. \ \ `� \ \ _ C X t.. _.. Y- ' ,... _ 1. - I I „� �, Good Ne ,f 0 is , , ':�. . a..,.,, , A � �,, �� Goodson vin �XHIEII , F - _ �, I ,1, a;� , and[. 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INGI�E )S & EGF?ES EASE ME N ( _ I n\s, \ \ \ ,, L ti - \ 111,,,1, 1 \\,:+, ` w 1 tx, �,,�1 1i \4 LOOP DETECTOR I I I 1 z. Y � <�\til ;.' " ,�.^. a�,.;nU,. �. I . g I Ft. ✓. �i`3J0, PAGE 1406 L SEE SITE E �.>' 7 \ \ +,;. : Q ( ELECTRICAL) x O \ )�\, \:.� \ `, /lull Of LOW \ � k� A x � _ i� � EXHIBIT E �x I ` ` �, \�' \ \ \ ti /'/I i , oft t I _ \ �, \ \ . O. ' „ xL A\Z \, 7 ;. f .V. F2t.7 PACE 192 R s DR _ ,_ - - �\ �n , \ _ \ \ ` \ \' ',/ ,% f : .,, _ 18 FIREMAIN _ 1�11_,!� I4 . \ ) \ \ `. I': „. I I 6" 90' BEND 'r ` O \\ \, \ L„ \ `\\ \\\ :r / ` Vo N MAINTENANCE I - E ; it I. �, \ _ I � � �� r�� I N � ` \ \ \% � - NANC FACILITY I /' 1 r ,.T \ r O FOR + A - \ °) m Ids I e \w \ \ y \./, _ 11t �,, ca I -v x�r ; I l �r) I \ a \ - w,l l' ��,,, N I r_ Z Ch \ 1 < PED I _ 4_. l FUTURE DEVELO .. 9 `�' , r.. �, \'' t` 91' _:. W l V I I - C " N I ' L� - V_ r\ \ y �L` \ \ ,o/,. 1 PARCEL \ ' \ � \ �` \ \,' I i �, x I ! r,l,. 1'4 n�' l �1; W I I C �y1 �� - 1, : I , 1k :.�,) v)` y" iw �� % .,y ti j• e . ONNECT TO EXIST. SANITARY O y_ . . �� v,v ,� �, - = FLEET! , ,� 1* Q INV. EL. =7.3 WITH xI x - a =ry ' _'� \ ��`, v vy �yLANDING , t1j (1- TYPE B EXTERNAL DROP I \ �Iz o < 'LM RAISE TOP OF MANHOLE AS REQ'D 1., Dry `\ \ I_ _. „ ; , n it I e 1 ;t (:� I 1 \\ �n \'\ I , . , ,% _ TO MATCH PROPOSED GRADES. (115.00) - \ �� 3 \ \ \ �, C. _ .78 ( ,. L. . r i I ; 6X6 WYE I °TOP=,2.70 I ��,�'�,� , M A YP 0 R T R D i , 1. I \2 8 LF N 6 SDR 35 PVC I 6" S�R 26 PVC i A �_ A r I 1 _ _ \V - ® S=1.0% INV ® PLUG-7.5) ! S 1.0% ( FOR CONTINUATION SEE 1 ��,, ,% `� = PIP , - _\ - \ \ A i �) " ( E TYPE CHANGE - \ ATLANTIC S - Cr' 6 PLUG F ( } , - _ ,_ PLUMBING PLANS f _. _ - �; BEACH (FUTURE CONNECTION) , � I } I INSTALL MARKER POST ® PLUG DUE TO COVER<3.5. , i 1, _�. Aj \� c 9 " � v �\ 6" SDR 35 PVC I I, ( _ - I- - - - - - - I J � s \ \ c �, ,r I C.O. INV=7.50 - � ® S=1.09N44 i �, - � � � r , t - � � �� f -�- � � � \ \ � \ \ \ lli I, 1II r�{1},r, alNi,. M,„Y II II e9�, I 1 1 N �\ I 11, l'y" - ;, �,I,? 3 TOP=14.60 I _ _ __ __ a �� I 1 �� V ` ��' A \ \ . , .O� , , ; I �;I ---------- ii 1 C. / I .` O �� 1 �� \ A\ �`\ 1,I I�h1 \ \ .Ir ' 1 -1, {, -'` 1. W�.a )1��, 7 i. :� Q� �V ; I �'V/ 1 X I \ 11 •� A, t1r Iu1 iiI �. x �� , e � • }s, \ �tC 1 _ 11 - - �RETEN. x �i _ } } odoo « \ x ` i 1 -o \ \ \ )' P " s" so•IBEND: -- _ PDR�OND \\ )- - �_, I c -s- - - :- -s - - -• C.O.OINV=±10.00 0 - -- --- -_-- \\ �\ A GI I. 11, o-,,, �is�1+, I t ' - / c ;, N "X3" fEE 17 I 8"X6" WET TAP W/ j _ I \ \ \ o ' � CONNECT TO BLDG. � ° FL \ `' \ \� � k1� I. � .;,. I. �'I 3 HDf E W.M. . y VALVE, BOX & COVER Y \ C.O. INV-8.63 4 PVC 0 10.00 s ( _ �` �� \ \ \, \ �� U, � _. ` Ih,� I 3"X2" REDUCER \ TOP=13.3 COORDINATE WITH \ o \ f, r, �1 Ir �,K I 6 DR 18 WM I PLUMBING PLANS 1 t f k I ,, fl1 .a:l'k{1�Irltn��'�,tt rlu,' , I 2 HOPE W.M. J / INSTALL 2 �" ( L J L J J � � \ \I \ x\ , \ }I[ 2 METER, B0 & COVER I / / /HDPE W.M. I I- - \. o \� n 11 � 2 X2 „ REDUCER ! -A- -A- -A- -A- -A- -A- -A �� e��1 DATE MAY. n 1'� 22" HDPE W.M.RPZ A-�-.-A- -A- -_A� -w- -w� --w -w- -w- -A- A- -w- -w- -A- - - - - - 2 HDPE W.M. L1 i \C�' . - ' , - �r �1 -A- -w- -A- -, - - -A- A- A /1 __.,_____.___________1_ -- - _ i2. ' -_ -- -- -- _-._ ` __ PROJECT N0. _ 11252 \ 11 G\. 4J i !`•. i r,�\ " I -4- -w- -A -A- A -A �f[A- -A- --A- -A- -A A. A BEND _ ._ __ .- _._._._._._...--_.___._-.-_-_ ____.__.-.___._ .__..-_.._..._.__...._�_..__.__,_-__-_._ �L_y01 -- _ 2 90' y [m.. .. x5, 11 r: A- A I \ - - --x X--x--X-x x--x---- x - _ __ _ }. ! \ �_. -- -_. - _ _- - -- _ _ _._l>_ 1Z _--__--_ --- - - _. ---- ---x----x--x-- -x--x---x- -x ( -..x v _ -x �.. ;G \ ,.) ,: ,6c �. _.__. -_._. _... �•--_----- .-__._..`-- ______._.---_ _._. _-. ..;<---._x-----_.x---_ -_.__.x.._ --x _.- x ----x--- x---__.x._.__..__x._-_-x---- x x x x r. x --.-.-x__ x.. _._ �. a- , a k > , X h - _ - - _ _ .._. _- ---_x_. --- x - x--x---x x x x x pl 7 � . -- x x-x------x _ ----,-----,. _._. I _.. -- -_ x'__._x----x - x----x --x---.x__.'-x-- x- _x x x x x x x L 1.2 �,: p1I" , 1•; , � , +, _ I I xt_.x x x x x t� ,l, 6 Cf LAIN LINK FENCE ` __ _ N. �� _"" , ? � DESIGNED BY _ ED GOODSON x----x--x=--x- -. - ._ _ _ 'x '•,: ,�, -,z4! XK \.:I'\ `,,ovoV J ,, 1.. ` ./ •�7 �..` _. - » -._._ ..x- Dc " x'\ O. \ \'-. ,. . ' o o 1 x _ 2 90' BEND' ,. -- • - - - s=+ L s ti YJ? �, 1 , , , . _..__F, - -,,, 6 L� Y 1 CHECK JOHN NEVIN_ I I I- 1' I . [ c, - ,,r, ;,;2 X`2 N , `1' D 18 FIREMAIN o �l PE �, t$x 1, �, 1 x --_- - - - --- --- -_._ _- -- -- - - -- REDUCE : 6 90' ;: .� _.,-?r K!N I ��' - BEND -- - - -- - -- �1ti BY R E EFS• r n I 2 HDPE'W.M. 11/� _ _.__ o 6 DR 1 FIREMAIN I i, `1 ,��Nl" a'-- - ! 1 6 DR 18 FIREMAI 1 . (3.82}- + al uti '"I b ' v SCALE 1 , 6�, '' I k' 90' PEND � I ��` 0 a I �1 I I,` t c _*)' ,\ ' 111 l.;PP 1 �._ -- --- -- -- - -- -- - - -- -- - - �x- --- -- - - --- --- - - --- ?J., r>> 4;.X 0 Zt V' i- \N, Z'�;6.\ -3I -- - `-- - - - --- - - -- -- - ---- --- -- - - - - --- 42" RCP ,� r p. .1 0� v No. Da ik .�).,�i. h� ® x vA I METES. BOX>& coVER _ - - ._ .T -- - - - - - --- -- �, , > , t�' Revision - _ - -- --- p. ., , , I , :1 -- --- - --- - -- -- - -- --- -RCP -- - -- --- - -- - -- 42" RCP -- ._._. _._. - _- - -- - - -_. .- -- --- --- - -- I t X x' \' \, G� k, r" ''xxLN <. i -TF�E3...i--_ - --, �DDCV BM } -- - __.- --_ -- - -- - -- - -- -- --- - - -- -- - - - �`x 11 c� x `'t' x F � � �rx1 ) \ L 1 Date ! --. -.- �f1 FLORIDA DEPARTMENT UI TRAN` f ORIATION LA '\DITCH EASEMENT -- _- 3E )_'A�NAf,F ry - - N, . �' 2 I : . 1, ,;,� �V.) (4,90) I' , 6' CHAIN L1N FENCE-- x , lL Z 1- } , N h! E,_EV=(13.68 �� `'r� 04D �X (R i GA 1 1 � ' ^( AS PER RIGHT--OF -WAY MAP (SECTION 7224--301 ) , o , K�. t �\ �r• �l of �� \' O.1\ �� \ 3 , t� U. �. V- : .0"1 h X 1. Tx�\be 5 'k k� O-'; �: , \ v , <I , X_X_ _ X y s x� \ x x , \ - �} , , j l I __ _-- -- --- -----\ --- \),-- --- -- - 11 , ' � i?� �i" t -- -- -- -- - -.- ----- ---- -_- --- - -- - - --- - - - - - - -- - - - --- -- - - -- - -- -- - 1 . , � , � I �i 1:� - ,� p i ,)I if ` /� I UTILITY LEGEND nX 1 iv a �� __N \ GENERAL UTILITY NOTES: UNDERGROUND ELETRIC - UE- - ue I UNDERGROUND TELEPHONE - UT- - UT 1. All utilities shown are approximate locations only and have been 5. All valve boxes and curb boxes shall be adjusted to the final grades.odes. All curb WATER LINE - W compiled from the latest available mapping. The exact location of all boxes shall be located in grassed areas unless indicated otherwise on the plans. THIS DRAWING NOT RELEASED underground utilities shall be verified b the Contractor FOR y prior to the start CONSTRUCTION UNLESS SO NOTED SEWER LINE - s - - s Of construction. CONS 6. Sanitary lateral shall maintain (10' min. horizontal 1 .5' vertical min.) separation ABOVE. ELETRIC METER 8 distance from water lines unless otherwise shown, or additional protection measures 2. General Contractor to coordinate with the . local Utility Companies for - 11111111111111111111111111 will be required. Where water line crosses above sanitary lateral b less than SHEET TITLE CLEAN our o all locations and connections. A preconstruction meeting with the rY y 2' various UtilityCompanies, is required vertical, a concrete encasement shall be installed, Contractor shall center one joint DOMESTIC/IRRIGATION METER ® P q prior t0 the Start of .any of pipe at crossing. f construction activity. YARD HYDRANT ED 7. This plan details pipes up to 5' from the building WATER & SEWER BACK Flow PREVENTOR 3. The Contractor shall visit the site and verify the elevation and g face. Refer to the building location of all utilities b various means drawings for building connections. Supply and install PLAN Y prior to beginning any PP Y pipe adapters as necessary. TRANSFORMER Q excavation. Test pits shall be dug at all locations where sewers cross existing utilities, and the horizontal and vertical locations of the utilities $' All existing pavement where utility piping is to be installed shall be saw cut and shall be determined. The Contractor shall contact Owner in the event of replaced in accordance with the pavement repair requirements of the Governing - NOTE: any unforeseen conflicts between existing and proposed utilities so that Authority. N 1. AREA AROUND TRANSFORMER PAD MUST REMAIN CLEAR. an appropriate modification may be made. INCLUDES BUILDING LINE AND ROOF OVERHANG, WALLS, FENCES, 9. All sanitary sewer main lines shall be schedule 40 PVC pipe (except as noted on ---W E--> K% / SHRUBS, ETC. Ions All PVC � �. I 4. The Contractor shall insure that all Utility Companies and City plans). pipe shall be Installed in accordance with the manufacturer's S INSPECTION NOTICE: Standards for materials and construction methods are met. The recommended procedure. GIVE 24 HOUR NOTICE ON ALL ITEMS REQUIRING INSPECTION. Contractor shall perform proper coordination with the respective Utility CALL City of Atlantic Beach. DO NOT PROCEED WITHOUT WRITTEN APPROVAL. Company. The Contractor shall coordinate work to be performed by the various Utility Companies and shall pay all fees for connections, disconnection, relocation's, inspections, and demolition. (Owner to SCALE IN FEET JOHN NEVIN PE reimburse General Contractor for No. 54666 5 all Sanitary Sewer and Water Tap Fees). o' 10 20 4o DATE: S H E E T I DIMENSION & TYPE DIMENSION & TYPE �,7� �s' 3000 PSI CONC. 5" MAX. SLUMP 1 4"R 1/2" EXPANSION JOINT MATERIAL II SS (�P) 1/4` Concrete Sec ion A 1/2•R 1/2•R 1• R WIDTH AS NOTED ON SITE PLAN Asphalt Section A B C Drive Isles 2 n a 8 see note 1/2"R (TYP.) 1.5%(U.O.N.) BROOM FINISH :51 :•...g •: : '•a • '. '. , . • :..' Parkin Areas 5 n a see note " " �1 Drop Curb 1' R DROP CURB . . .. " Parkin Area 1.5 n a 6 see note . : • ' Loadin Dum ster 6 n a see note - I 1/2'R-/ •'• . i • q' . . d j':' .' :. • ' :• 12' 1 1/2'R N• au EXPANSION JOINTS 36'-0" O.C. MAX. Hes Du Concrete 6 n a see note 1/2•R I 1/2•R �.�. '_• PROVIDE AT EVERY SIDEWALK INTERSECTION 6 3/8' 7' 7 5/8' 7• spw��°ns arta!Spare use #3 REBAR (TYP.) b ' ' EXPANSION JOINT NOTE: Compacted subgrade should be as specified in NOTE: Compacted subgrade should be as specified iLn "�, CROSS SECTION 6"x6",W1.4xW1.4 W.W.F. 1/4-R soils report. soils report. 1 16.5" ''°�." Isp�a1mi� NOTES: (TYP) T/3 p �- - 18' -� f 18' --� Goodson Nevin '. Wearing surface MEDIAN / REJECTION CURB and Associates 1. WHERE SIDEWALK ABUTS BUILDING, SEPARATE a.'•' 4000 PSI conc. CITY STANDARD CM" � � W/ A 1/2" PREMOLDED MASTIC STRIP CONTINUOUS ��' ` ' 2. LONGITUDINAL WALK SLOPE VARIES, SEE PLAN paving min.) c .a Binder COUrS@ f cenk eanra•s�te4 47375'a • A. . 4'R Consulting Engineers 315' 1.5 ICfrg.t.5"13[E T#gfugeh6c Pe NOTES: SIDEWALK IN CITY R-O-W SHALL BE FIBER CONTROL JOINT WITH SAWCUT X a a ' X •• 10' 4'R REINFORCED CONCRETE AS WWF IS NOT Compacted aggregate t c Com Cted a r@ Ot@ ~=mow �M^ m I 10'--I E.B. # 26306 ALLOWED IN THE R-O-W < Pa gg g 1/4"R SEE PLAN base >o�°° QTY' ., m base < ac>� v �, v2•R e,R 74 IaNA 2-375' 1fi1>fiaa An alter fetnicatim, tat aranind finish is (TYP) (vARIEs) (or soil cement equal) - > 7 7/8 4 R 9' 1/2'R � 10175 FORTUNE PARKWAY SUITE 40 s _, or soil cement a ual Tin standard un. TGIF coat waiters, •'• L-1�-I I-_..I1-]I 1111-i f I_:111- ( q ) _ - _ °- - - -" -- _ _ 6' 7 .. e _ Ili_ I�. l 111__111 111�I1!_ .11l__!II IIL.__T=11{=(T v i - i- - !i!-Y-!+-, -,_-_ -_ _i 6• 7' �tr vN€rT and saaislesasaedl . TAT __rTi_Irt -1 I_�1_r1 11�-17-1TI-1,-_III-�11__I11-11-11- JACKSONVILLE FLORIDA 32256 atde dtssrWt� 'n 111-1I111l��1T IiI=1I1�=1fI=1J1=iiI_II111�'-T m I a „ Compacted T� fT L-r7i_r r i r ri-_,T7 L.T r r_c�7=_.7,r. r i L ii r I �s -o O.C. MAX. SECTION Subgrade Compacted (904)519-7770, Fax(904)519 7776 --- 75' mW powder ureide assure a Fx hxa of arfacian 18' f 18' and dYaa6iiil by idiowirg thele skpr: Su rade t yfyy CONSTRUCTION JOINT 1. SIDEWALKS SHALL BE CONSTRUCTED OF PORTLAND CEMENT .Epnrl Pia^+ mtiah'sF¢fed CONCRETE, CLASS NON-STRESS (NS), AND ALL METHODS OF DROP CURB MIAMI CURB 3.Foal ahict.T&X po*jrr pslwder coat FILL WITH JOINT SEALANT CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDING TO NO SCALE NO SCALE 1/8" RADIUS THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE 6. � 56air1tss 54ec1:3G3yade sta�Tessedmamn®16tisried STANDARD sPECEFICATIONs. CONCRETE PAVING SECTION ASPHALT PAVING SECTION MONOLITHIC CURB _ _ I-- --I r in 6dw a hi(l polstred shire air a sdln Wilt & SIDEWALK T T D • • a 2. EXPANSION JOINTS SHALL ALSO BE APPLIED AT ALL SIDEWALK INTERSECTIONS. 4• "I�I;I,.;; h" . .. . D . . Handicap Sign as required ., I hu►f�tlaw memitismbed3atlintoaanasit : ;. ;. : , •, b Local and State ordinances SCOPE TO - L_ 6' FIT D/W r, 32 " f kirfae�a w19aa1 hiss am 5'.R fi k a Whdt b N df�ned .D C. . ,. : .D;��. ;a.� � � •: •'�: mounted on face of building. 1,-2» iv to dee gonad forr andims Omk*l with radrl. " rl 1/2 R T {V �l�l spfcarl�ffad g5etbarlls NOTE: ADDITIONAL SIGNAGE /4„R _T 1B• 2" '0 krnmbset pardkitoawllt PER PLAN agar MAY BE REQUIRED (FINES, ---- - ----- typ-2) 13 7/8• { ih Miainu:12' 24„ I- -) 6 1/2" 7 1/2 12 Recvwmersftd• 1/2" EXPANSION JOINT MATERIAL 2„ #3 REBAR (TYP) 2„ 2"R (NO RADIUS WHERE eat[ ETC•) CHECK WITH LOCAL Rolling Overhead Steel door a 11•, PAVEMENT IS FLUSH w/ GOVERNING AUTHORITIES ( (See plan and details) ( t .Lr ' '_• . -. EXPANSION JOINT 1" 1 s":1' MIN. SIDEWALK) _ -- For rads set p�peiCsdarto a Malt cn r.y' o r JFUH Of Rewil in 3s• W VA" aL*iererxt n e: ( 1-- 2" square tube with ==__---- 1� R W 1111 terdkst 38'(all'd aisle nestled Eetvrem Yaike X 1.2 , MAX. X0.2), MAX. " I ° LJO? and w f'c 3000 P.S.I. MIN. 4"e ;° °° ." ;. closed top. (TO BE • 24" 7. 7, D►slanoe Ilctweer n ° I I USED ONLY IF SIGN IS Face of ra rails id�Dee anadw NOT BUILDING MOUNTABLE) buildingHEADER, DROP, 54 Minima.!ra' FDOT DROP CURB (INDEX 300) , -l.a.c 1& �N. EXPANSION u � I I Varies Pipe guard & MONOLITHIC CUR B CONTROL JOINT * NOTE: TURNDOWN CAN BE 12" IF PAVEMENT IS FLUSH WITH SIDEWALK Door Opening NEW MAINTENANCE 24 • �rl 'setvrdaa' JOINT x '• ! CL 16 NOTE: EARTHWORK SHALL BE PLACED TO TOP OF 16 &Mal in i1t• i 1 CURB ON BACKSIDE OF CURB WHERE APPLICABLE. FACILITY FI Irl 1 IIS I�� CONCRETE QUANTITIES • III 1 I i I I I CENTER PIPE GUARDS Jr StRNtTe C I�, !II 8"N concrete filled ON EDGE OF OPENING CITY STANDARD CURB 0388889 CU. YD./ N, C N 1,�a1 I �.';il--:� post hole LI FT. FOR PLAN NOTES: PLANS FOR LOCATION OF DETECTIBLE WARNING I �' STANDARD DROP CURB •0322222 CU, YD,/LIN. FT. 2). CONCRETE FOR SIDEWALK SHALL BE 3000 PSI MINIMUM. • r; MEDIAN CURB •0411111 CU, YD./LIN, FT, MIAMI CURB 0325926 CU. YD./LIN, FT, FLE1u.!%dqj[% LANDING HEADER CURB ,0314815 CU. YD./LIN. FT• HEADER DROP CURB 0244444 CU, YD./LIN, FT, NO SCALE NO SCALE DERO 2-SPACE BIKE RACK TYPICAL SIDEWALK DETAIL TYPICAL HANDICAP SIGN PIPE GUARD @ ROLL-UP DOOR STANDARD CURB TEMPLATES MAYPORT RD . 24" PAVEMENT/STABILIZED PARKING AREA 2'-0° Note: All traffic flow arrows to 1 .6; MIN. , 6"(MIN) THICK PERVIOUS CONCRETE PAVING NOTE: o R1-1 Sin PAVEME14T SYMBOL SHALL BE be solid white reflective traffic 2.4 MAX. ATLANTIC BEACH FL - (4000 P.S.I. CONCRETE) 24 � 2 SIDEWALK 5' TYP UNLESS. g PAINTED WITH WHITE TRAFFIC paint as per dimensions below. 1.4 MAX.' From All OTHERWISE NOTED) STOP _ gack round PARNT WITHIN OUTLINE SHOWN „ 0.9 I Edges ' g 4.5 w MIN. 0.2" f 0.02" S T O OF PARKING SPACE g �.: w m _ Til lupi r - ., r �Iwp t e s 60' LO ate ' W I e Letters G, a _ RAMP CURB c�i j; VIII h' L tt TACTILE SURFACE. TRUNCATED TRUNCATED 5/16' x 2.5" Ig. c,, 12" -��,y �.•`. :';; •..; PRECAST CONCRETES a' ALL RAMP SURFACES EDADOMEE MAT See Detail aw a{kit, s- I I III N in hd. bolts w _ ,1._�. . PARKING BUMBER oi`" I''Y *� 12" COMPACTED SUBGRADE MIN. P / ;n a .� �' SHALL BE APPLIED WHERE NOTED ON PLANS 2' 0 0 L.B.R. 40, MAX. PLASTIC nuts & lock ' � ! .• o CU-J) AND IN ALL ROW APPLICATIONS. O O O O O O O RAMP Z n I'''II III I' INDEX OF 3, COMPACTED TO 98% MAX. DENSITY washers I p* 2 - # 4 REBARS O� 00 O O O O O O Q I I w L� CURB 9 A.A.S.H.T.O. T-1 s0 C.I r 3.5" steel U-Post, /�( TRUNCATED DOME o - °O o O o g NOTES: / „ O C O O Ir 1. THIS PAVEMENT TO BE USED AS cv 1 pointed enamel green - I:" 1 31bs ft., DETAIL N.T.S. tr P g 1 PARKING BY � �,�, �- # 6 ANCHOR PIN 1 -0 DETECTABLE WARNINGS IN CURB INDICATED ON SHT.3 - 4 9 3 8 dia. holes on 1" olsnBLEo 16 LONG �PAVED� RAMPS CROSSWALKS SHALL COMPLY2. REFER TO FDOT INDEX 305 FOR / PERMI ,� „ /MORE INFO ON JOINTING. centers ONLY1g 30 LONG UNPAD WITH ALL ADA REQUIREMENTS C CITY STD. OR MIAMI Note: Arrows reversed for left 3. SEE PORTLAND CEMENT PERVIOUS Note: All regulatory and warning signs shall be high intensity INCLUDING 4.7.7 � 4.29 AND FDOT CURB & GUTTER turn application. CUT & REMOVE EXISTING CURB CONCRETE SPECS BY FCPA. reflective sheeting. o ,�, szeo.00 FINE TYPICAL STRIPING PP INDEX NO. 304 & GUTTER TO CONSTRUCT TRANSITION 0 PERVIOUS CONC. PAVE. STOP SIGN DETAIL , , WHEEL STOP (TYP.) WHEEL STOP TYPICAL PAVEMENT MARKINGS RAMP WIDTH RAMP WIDTH DATE : MAY. 2013 rel r®1 SEE PLAN SEE PLAN PROJECT N0. (44" MIN) ( „ ) 11252 F77-1 44 MIN _T DIMENSIONS FOR R.C,P, RAMP & SIDEWALK DESIGNED BY ED GOODSON *SIDEWALK FLUSH WITH PAVEMENT RAMP & SIDEWALK ^�, TACTILE CUR B B B SEE PLANS FOR LOCATION OF D X A B C E F G Ms N CURB c\./ SURFACE '��' CHECKED BY JOHN NEVIN. PE Der. WARNING NOTE: STRUCTURAL DIMENSIONS MAY VARY AS LONG �` GRASS ' 13" 12" FRAME & COVERS 12' 12' SURFACE 15' 2.58' 2:27' 4.09' 6.36' 4,03' 8' 1.22' 4.63' 1.19' AS H-20 LOADING IS MET. TACTILE SCALE N.T.S. 1 3/a" 1» = WHITE PAINT + 18' 2.83' 2,36' 5.12' 7.48' 5.03' 9' 1.41' 4.92' 1.21' L2"X2"X 1 SURFACE 3 a" I- 3 EACH 6" WHITE - /4 - - -II'° 12' S' 12' 24' 3.42' 2.53' 7.18' 9,71' 7.03' 11' 1.73' 5.50' 1.25' CR 2 CR-2 ADERR UR REMENTS)RENT No. Date Revision AT 60 DIAGONAL CONCRETE III'} %?'' EQUALLY SPACED 30' 4.25' 2.70' 9.25' I1"95' 9.03' 13' 2.00' 6.08' 1"29' COVER SECTION B-B 36' 5.08' 2.87' 11.31' 14.18' 11.03' 15' 2.24' 6,67' 1.33' RAMP WIDTH * See note on Handicap Details 2 II PIPE TO BE 6" 6 NOTE: USE TRAFFIC SEE PLAN 3 I� SAME SIZE & 6 6 42' 6.00' 3.05' 13,37' 16.42' 13.03' 17' 2.45' 7.25' 1:38' - BEARING (HD) GRATE. (44" MIN) ---I RAMP WIDTH 4 2" 13 1 2" 1/2- 1 II MATERIAL AS 2„ 'n j SEWER MAIN 2 6.42' 6,25' DIMENSIONS PERMITTED TO ALLOW USE OF 8' STANDARD PIPE LENGTHS. RAMP & SIDEWALK SEE PLAN 5 7/8" * IN SOME CASES WHERE SIDEWALK IS FLUSH WITH PAVEMENT, A DETECTABLE CURB (44" MIN) A A = 10,40' 10.10' DIMENSIONS PERMITTED TO ALLOW USE OF 12' STANDARD PIPE LENGTHS III-I I WARNING SURFACE MAY BE APPLIED, SEE PLANS FOR LOCATIONS. NOTE: CONC. DESIGN ,�rL =III-III " CONCRETE SLAB SHALL BE DEEPENED TO FROM BRIDGE ACROSS CROWN OF PIPE. STRENGTH 4,000 P.S.I. � RAMP & SIDEWAL 1 :12 1 4" � ^ J I I=III NOTE •X'=DISTANCE FROM CENTER OF PIPE TO CENTER OF PIPE. ' CURB �- 6X45 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY 'Mm'=DIMENSIONS FOR MULTIPLE PIPES, TACTILE 6" PLUG OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED FORMULA TO DETERMINE 'Mm' FOR MULTIPLE PIPES = Ms+X <NO. OF PIPES -1) 2 3/41 I 11 1/2"I I2 3/4" WITH A PERMANENT, ABOVE-GRADE SIGN BEARING THE INTERNATIONAL FOR 'Ms' AND 'x' DIMENSIONS, SEE TABLE ABOVE. SURFACE t-i SYMBOL OF ACCESSIBILITY OR THE CAPTION "PARKING BY DISABLED )KSPECIAL ORDER, NOT STANDARD SIZE CR-2O (PER CURRENT TACTILE SURFACE 6" WYE PERMIT ONLY", OR BEARING BOTH SUCH SYMBOL AND CAPTION. ADA REQUIREMENTS) CR-2 (PER CURRENT FRAME SECTION A-A SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN ADA REQUIREMENTS) NOTE: CLEAN OUTS LOCATED IN PEDESTRIAN/SIDEWALK AREAS SHALL HAVE CAPS FINISHED FLUSH WITH GRADE & THE SPACE. ALL HANDICAPPED PARKING SPACES MUST DESIGNED sad 8" 2'-0" $" AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY 110,Wd or Round �• BE ADA RATED. CLEANOUTS IN VEHICLE TRAFFIC AREAS SHALL BE FLUSHED WITH GRADE AND H-20 RATED. r THE LATEST FLORIDA BUILDING CODE, SECT 11-4. °ar'"r' 2" x 2" x 1/4" 21/4' 53/4 „ -- ANGLE IRON SEAT GENERAL NOTES CLEANOUT DETAIL HANDICAPPED SPACE DETAIL _ _ _ �� _ I _ 1y\' I �" ALL EXPOSED CORNERS 1 . CURB CUT RAMPS ARE TO BE CONSTRUCTED ON 6. THIS STANDARD IS NOT INTENDED TO BE THIS DRAWING NOT RELEASED FOR D AND EDGES TO BE ALL CURBED FACILITIES, BUT ONLY AT THOSE ABSOLUTE. FINAL DETERMINATIONS TO BE f .. CONSTRUCTION UNLESS SO NOTED hQ�y CHAMFERED 3/4" LOCATIONS WHERE A MARKED CROSSWALK ADJOINS MADE IN THE FIELD. Downspout - _ _ _ _ _ _ _ _ _ _ _ p .' A SIDEWALK' THE CROSSWALK & SIDEWALK EACH ABOVE. CAREFULLY CAREFULLY (SEE ARCH. PLANS) ,� �� i ' • CAN BE EITHER EXISTING TO REMAIN OR NEW '� 7. MIAMI CURB WITHIN LIMITS OF WHEEL CHAIR COMPACTED COMPACTED ` Transition Boot , ;� o ' MARKINGS & CONSTRUCTION. RAMP TO BE LOW CURB TO ACCOMODATE Bc+18"MAX. BACKFlLL Bc+18 MAX. BACKFILL 12:1 MAXIMUM RATE FROM GUTTER TO END SHEET TITLE Bc+12 MIN, Bc+12"MIN. 6" Steel Pipe filled Wire screen for rodents ;. D 2. RAMP LOCATIONS ARE TO BE COORDINATED WITH OF TRANSITION. MAIMI TYPE CURB & GUTTER Be _ w/ concrete. (Painted hazard yellow) Concrete slob, TFkk Sod v #4 0 12 O.C. B.W. & IN CONFORMANCE WITH CROSSWALK MARKING DETAILS SIMULAR, CURB TRANSITION LENGTH PAVING BC O • : Reinforced With VVF 6x6-VLAxV1,1 DETAILS AS SHOWN IN THE PLANS. SHALL BE 3'-0". p�//+ _zf G AND r'• Schedule 4O PVC TOP VIEW - SINGLE PIPE �� ° " 3. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS 8. SIDEWALK WIDTH TO MEET REQUIREMENTS DRAINAGE TAT A GE DE�+AIL�r 'fT Top of N 8 MUST WALK ACROSS THE RAMP, THEN IT SHALL HAVE OF THE GOVERNING STANDARDS, JJi�.I'>,INA DETAILS Sealant f paving/grade 12 Maximum Proposed Grade "S� w FLARED SIDES, THE MAXIMUM SLOPE OF THE FLARE REGULATIONS AND SPECIFICATIONS, BUT 1 4 Bc N I a j GROUT, OR "RAM NEK" SHALL BE 12:1. NOT LESS THAN 4'-0" j • : .. 4 ` JOINTS WHEN REQUIRED 4. RAMPS TO BE CONSTRUCTED AT ALL LOCATIONS 9. ALL NEW CONCRETE RAMP SURFACES TO 4 MIN. 0.5pEp gpJiO� SIATABIE !. :.. f.; " , SHOWN ON PLANS EVEN WHEN SIDEWALK IS NOT 8 RECEIVE U�ISIURBEp � Schedule 40 ECE VE TURNCATED DOMES. Connect � COMPACTED GRANULAR Bc •• Pavement structure 45' Bend _� RCPP ERCP D-14Q Ditch CONSTRUCTED CONCURRENTLY. MATERIAL SHEETING o ' #4 @ 12" O.C. B.W. 10. DIAGONAL RAMPS ARE TO BE USED AT SHEETING ° �: , : : 8" PVC on 1.009 Min. Slope t:: ;: , _ syFr 5. BASIS OF PAYMENT: CONTRACT UNIT PRICE RADIUS LESS THAN 50 ESTABLISHED IN THE PROPOSAL FOR HALF SECTION : ',' •• T 01 far :•d PIPE MUST NOT BE UNSHEETED TRENCH HALF SECTION 6"" steel pipe set in e D or_ CURB & GUTTER. UNSHEETED TRENCH " • 18"-, hole filled with 6 HALF SECTION N.Pb. ,oMt►.rMited x .concrete fYT��a• e .• • IN CONSTRUCTION HALF SECTION �.• r • "'�ef1 a•. Day A curb ram shall have a detectable warning complyingwith 4.29.2 F.A.C.B.C. . SHEETED TRENCH E JOINT P 9 ( ) SHEETED TRENCH Refer to drainage Ian The detectable warning shall extend the full width and depth of the curb ram 9 P * Slope: SECfi1oN -/ 9 P P for size of stone sewe BEARING CAPACITY 2000 and shall be cast-in-place tactile mats b ADA Solutions t TYPE II TYPE I � " 4:1 Miter To CL Of Pipe For Pipes 18" & Smaller „ p y ( yp). 2:1 Miter For Pipes 24" & Larger, For RCP. PSF MINIMUM #4 COD 6 O.C. B.W. COMPACTED,GRANULAR BEDDING SHAPED BOTTOM W AMPED BACKFILL 1 -6 N0�' Curb ramps shall be stable, firm, slip-resistant, and shall comply with 4.5 F.A.C.B.C. ALL DOWNSPOUT COLLECTOR PIPE 4:1 Miter To Major Axis For Pipes 24"x 38" & Smaller. , " " SHALL BE SCHEDULE 40 PVC. 2:1 Miter For Pipes 29'x 45" & Larger, For ERCP. Ramp standard width is 5 . No ramp in any case shall have a width less than 44 inches. - NO SCALE CLASS B 2 FOR H.D. APPLICATION- OPERATIONS AREAS, USE 9 DIA STEEL NO SCALE NO SCALE JOHN NEVIN PE 6 No. 54666 BEDDING DETAIL BOLLARD DETAIL DOWNSPOUT DETAIL MITERED END SECTION (CAST IN PLACE) TYPE "C" INLET RAMP DETAILS DATE: s H E E T I I WATER OR RECLAIMED WATER MAIN PIPE MINIMUM HORIZONTAL EA LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER. II/VI\\ I OTHER PIPING TYPE SEPARATION (FEET) SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES WATER SERVICE MARKER P L 3 OR 4 SERVICES (SEE NOTE 5) 5 OR MORE SERVICES (SEE NOTE 5) REQUIRED FOR NEW 1. GRAVITY SANITARY SEWER 6-10 (NOTE 2) P/L 2' 4" MAIN (MIN) WHERE DEVELOPEMENT AREAS 2 7 1/2' COAG ELECTRICAL (SEE NOTE 4) 2 EASEMENT METER W/ MULTIPLE TAPS ARE 2. GRAVITY SANITARY SEWER 3 (NOTE 2) CURB STOP CONSTRUCTED SEE NOTES ON DETAIL W-1 1 (SPECIAL CASE, NOTE #3 ON DETAIL W-11) - - - _ - - - - - - - - - T - - - - SET AT FINAL GRADE (NOTE 7) (SEE NOTES 1 DET & 8) - - - - -- R/w - - 1f�� 1" POLY 20 MAX. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CO-POLYMER METER 48"-72" 3. SEWAGE FORCE MAIN 6-10 (NOTE 2) 1" POLY TUBING W/'Y" BOX & COVER NOTE 1 1" MIP PACK c ) Goodson Nevin 4. GRAVITY STORM SEWER 3 (NOTE 3) FITTING (FORD Y 44-264, and Associates MUELLER ORD Y 3 OR JOINT COUPLING METER COUPLING (NOTE 4) �-APPROVED EQUAL) MULTI-SERVICE "Y" CURB STOP (12" MAX) OTHER UTILITY PIPE 5. RECLAIMED WATER 3 1Yz" POLY TUBING (2" FIP INLET AND 3 LOCATE WIRE PIG Consulting Engineem OR 4 1" FIP OUTLET) SERVICE ADDLES WITH TAIL END (12" 6. ELECTRIC, PHONE, CABLE, GAS LONG-SIDE WATER SERVICE 2" MIP PACK 24" SEPARATION AT LONG E.B. # 26306 2 POLY TUBING (1" MIN.) JOINT COUPLING I . (NO LUED TEES) PLAN VIEW WX , 10175 FORTUNE PARKWAY, SUITE 403 POLY TLBING 10 MIN NOTES (12" MAX) 24" MIN. JACKSONVILLE, FLORIDA 32256 CORPORATION STOP REQUIRED ON COAB 1. THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES HORIZONTAL CLEARANCE OF THE MAIN „ , ALL SERVICES REGARDLESS OF SIZE. METER (904)519-7770, Fax(904)519-7776 SHALL BE PROHIBITED. BADDLE W/CdRP M h w° ADDLE W/CORP STOP TYP L STOP (CONNECTED DIRECTLY INTO SADDLE) (NOTE 4) 2. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND SEWAGE FORCE MAINS OR GRAVITY ( ) SANITARY SEWERS IS 2 FEET (MIN. ii 3. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWERS IS 3 FEET 2' MAX (SEE NOTE 4) 4" G.V. (MIN) PER COAB RULES. WATER MAIN SET CURB STOP AS SHORT-SIDE WATER SERVICE POLY TUBING (1" MIN.) CLOSE TO WALL Y2�� Ifllll Irl -METER BOX LOCATION 1 k ; SEPARATION REQUIREMENTS r 2' �_ AS POSSIBLE (2 MAX) HORIZONTAL S Q (NEAR UG ELECTRICAL WATER METER BOX (TYP'L) CONNECTION TO CUSTOMER'S ilil ` MINIMUM NOR' 7 1/2' COAG ELECTRICAL SERVICE MIN Box NOTE 1 POLYETHYLENE WATER , ) WATER MAIN AND BACKFLOW EASEMENT _ SADDLE it -R/w SERVICE LINE PREVENTER (IF APPLICABLE) ® - 10'x10' COAB ELECTRICAL - - - - - - - - - - - - - - - - (SEE NOTE 2) (100LF MAX., NOTE 3) pJpl l EASEMENT W/UG ELECTRIC - I - - - - L J - -BiSR�R-6RATN7CGE- - - �� ACCEPTABLE RANGE FOR WATER OR RECLAIMED WATER MAIN PIPE I - R W: RIGHT OF WAY LINE P / PSL EASEMENT (NOTE 3) /L P/L: PROPERTY LINE TAPS 0'-45' MINIMUM VERTICAL DOUBLE 'I�� WATER SERVICE SET METER ON OTHER PIPING TYPE SEPARATION (INCHES UNDISTURBED ) (SEE NOTE 6) OR COMPACTED SOIL NOTES: WATER MAIN ON SEE NOTES ON DETAIL 1. GRAVITY SANITARY SEWER 6-12 (NOTE 1 & 2) 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF of YfW TOP WITH JOINT W-11: (1,4,5,&6) BOXES MAY VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE MMETR BOX I DISTRIBUTION MAIN CENTERED OVER 2. SEWAGE FORCE MAIN 12 OTHER UTILITY PIPE SHALL LOCATED AT THE R/W LINE BUT INSIDE THE 7 1/2' ELECTRIC EASEMENT. 3. GRAVITY STORM SEWER 6-12 (NOTE 3) 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER NOTES: BOX SHALL BE LOCATED IN THE COAB 7 1/2' ELECTRIC EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION 4. RECLAIMED WATER 12 OF ONE OF THE SIDE PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY BE SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. NEW MAINTENANCE (NOTE 2) ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY COAB, THE WATER METER BOX SHALL BE LOCATED IN NON-TRAFFIC AREAS (NOT IN SIDEWALKS OR SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" FACILITY I �/ 5. ELECTRIC, PHONE, CABLE, GAS 6 DRIVEWAYS). IF THE METER BOX IS APPROVED BY COAB TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE SIZE OR SMALLER WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" f A C I L I T OL- THER UTILITY CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, AT A MINIMUM (SEE W-3 AND W-4 FOR THE SIZE AND LARGER, A DOUBLE BAND SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 PIPE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX AT FINISHED GRADE. IF AN INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED ON A DRY 10 INCH OR SMALLER PVC WATER FOR R SECTION VIEW UNAPPROVED METER BOX IS IDENTIFIED BY COAG, THEN THE CONTRACTOR OR CUSTOMER SHALL BE MAIN. r RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF � I OTHER UTILITY DRIVEWAY OR THE COST TO PROVIDE THE CORRECT METER BOX. COAG SHALL APPROVE ALL DEVIATIONS TO THE DIRECTED OTHERWISE BY J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE PIPE ABOVE PRIOR TO CONSTRUCTION. UPOLY NLESSAAPPROVEDCOTHERW OTHERWISELL BY BE COAB. PERPENDICULAR TO THE MAIN AND NOT EXCEED 100LF NOTES 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT FLEET LANDING HE WATER MAIN IS BELOW THE SANITARY GRAVITY SEWER PIPE, RECLAIMED WATER MAIN OR STORM LINE BUT OUTSIDE THE EASEMENT AREA. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS NOT IN USE (I.E.: IF NO METER IS INSTALLED). IF T 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE WATER SERVICES SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE GRAVITY SEWER PIPE, THEN A MINIMUM OF 12" VERTICAL SEPARATION IS REQUIRED. AND THE METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1? SERVICES, THE 1 P POLY MAIN SHALL BE CURB (CLOSEST TO THE METER BOX), AND PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND POTABLE WATER, GRAVITY SANITARY SEWER, OR LOCATED CENTERED BETWEEN THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10? OR ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS "NOT IN USE", A LANDSCAPE M A I i- O I� T I� D . GREATER IN LENGTH. IF LOCATE WIRE IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX (W/ PIG TAIL) TO TIMBER OR 3x3 MIN. P.T. POST (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). THE REMOVAL SEWAGE FORCE MAIN IS 12-INCHES (MIN.) THE MAIN (DEAD END SHALL BE TAPED WITH NO CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). BETWEEN RECLAIMED WATER AND GARVITY STORM SEWER IS 6-INCHES (MIN. PER OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TO THIS REQUIREMENT MUST BE APPROVED BY COAB. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. ATLANTIC BEACH , E L THE VERTICAL SEPARATION BE ) THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC I COAB RULES. 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A WATER MAIN EXTENSION W/LOCATE WIRE MAY i3E UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE DEVICES IF DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (i.e. NO DIRT, TRASH A WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES OR OTHER DEBRIS PLACED ON TOP OF BOX). r LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-44. „F1 VIII MINIMUM VERTICAL SEPARATION REQUIREMENTS WHERE SHOWN ON THE DRAWING. (TAPS STAGGERED AND AT 2 FEET ON CENTER-MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A 4" MAIN CROSSING THE STREET FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" G.V., 4" PIPE, 4"X1" %P!' MINIMUM SEPARATION REQUIREMENTS F-0 R WATER MAINS SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGER WATER MAIN MUST BE SIZED AND DESIGNED "BY THE P.E. ENGINEER. WATER SERVICE D ETA I L 6. DOUBLE 1 WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE A A B B DRAWINGS. 7, A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (1" MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME CUSTOMER UTILIZING A 1" BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). 2 AND SMALLER METER 8. No 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. WATER MAIN AND NON-WATER MAIN SEPARATION REQUIREMENTS - NOTES 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN. OF 10' FROM THE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE " kk��Zz 1. It is required that ?water mains? be installed, cleaned, disinfected and have a satisfactory OR ASPHALT UNLESS APPROVED OTHERWISE BY COAB. DATE MAY. 2013 bacteriological survey performed in accordance with the latest applicable AWWA Standards, Chapter 62-555, F.A.C. and latest COAB Water and Sewer Standards. For the purpose of this FRAME COVER PROJECT N0. 11252 section, the phrase ?water mains? shall mean mains, including treatment plant process piping, Q >> _ >> conveying either raw, partially treated, or finished drinking water; fire hydrant leads; and service METER L O C AT I 0 N S 8 2 METER DESIGNED BY • ED GOODSON yg P Y lines that have an inside diameter of three (3) inches or greater. In addition, the phrase CHECKED BY : JOHN NEVIN. PE ?reclaimed water? refers to the water regulated under Part III of Chapter 62-610, F.A.C. II PAINT COVER AND INSIDE OF BOX APPLY GROUT TO FILL ANNULAR SPACE 1/2"_ 13 1/2" 1/2 SCALE N.T.S. 2. New Or relocated, underground water mains shall be laid to provide a horizontal distance Of at least BLUE BETWEEN VALVE BOX AND CONCRETE three 3 feet between the outside of the water main and the outside of any existing or proposed VALVE BOX & COVER (TYP) .,,;,• PADJ 7/g" 13" ., No. Date Revision O PROVIDE VALVE TAG (NOTE 24" ROUND PRECAST CONCRETE PAD x 1 3/ 1 2 storm sewer, stormwater force main, or pipeline conveying reclaimed water. MAXIMUM TRENCH WIDTH GENERAL BACKFILL = 4" THICK (SEE SPEC SET ON c� d HOL 00 1 p p y g 6)AND BLUE PAINT TO THE •� . ) MATERIAL (SEE NOTE #5) � \ � 3. New or relocated, underground water mains shall be laid to provide a horizontal distance of at least INSIDE OF THE TOP SECTION ; COMPACTED EARTH, (SEE NOTE 7) (SEE NOTE #1) P e8M THXEAY E0)P • r, r...' FINISHED GRADE M 1 4" M to 3 8" 1 M 3 six 6 feet, and preferably ten (10) feet, between the outside of the water main and the outside 12" O P Y of any. existing or proposed gravity or pressure-type sanitary sewer, wastewater force main, or 6" PVC RISER PIPE (LENGTH AS MANHOLE FRAME & COVER 10 3 4 4 REQUIRED) PROVIDE 'V" CUT IN `" �" r USF 170E FINISHED GRADE pipeline conveying reclaimed water. The minimum horizontal separation distance between TOP OF 6" RISER PIPE FOR VALVE BOX ADJUSTMENT PIPE 5 LOCATE WIRE ACCESS INTO DIAMETER 2 3/4 11 1 2" 2 3 4" in andgravity-type sanitar sewers may be reduced to three (3) feet where the bottom VALVE BOX, to (SEE NOTE 5) BACKFILL COMPACTED PRECAST ECCENTRIC CONE SECTION B-B water mains y Y GROUT of the water main is laid at least six (6) inches above the top of the sewer (special case). °I To 98q (SEE NOTE SECTION AND SIDEWALLS VARIBLE BRICK N c #3&4) PER ASTM C 478 ADJUSTMENT T BALL LATEST EDITION „ „ SECTION A-A PLASTIC DEBRIS SHIELD ELECTRONIC LOCATE LA „ 12 NOMINAL, 18 MAX. 4. New or relocated, underground water mains crossing any existing or proposed gravity or vacuum-type REQUIRED ON ALL VALVES MARKER LOCATED WITHIN 12 4000 P.S.I. CONCRETE sanitary sewer or storm sewer shall be laid so the outside of the water main is at least six (6) AND SMALLER. (NOTE 9) FROM RISER PIPE (NOTE 10) TYPE II CEMENT X inches, and referable twelve 12 inches, above or at least twelve 12 inches below the outside GATE VALVE w/ 2" OPERATING z a I c , '" , „ 12" 12„ P ( ) ( ) RESTRAINED MECHANICAL JOINT NUT (NOTE 4) PIPE TO BE INSTALLED ON TONGUE 2 '$ o o FRAME & COVER-, of the other pipeline. However, it is preferable to lay the water main above the other pipeline. (TYP) PIPE w LOCATING WIRE UNDISTURBED SOIL OR REINFORCING SURFACE SUITABLE SOIL COMPACTED � M 5. New or relocated, underground water mains crossing any existing or proposed pressure-type sanitary TO 98% MAX. DENSITY - - _ sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water shall be laid (NOTE#2) U' ' ' ` 5" 4'DIA. 5" Ct', oD UNDISTURBED EARTH- 12" (MIN) LAYER OF #57 "O" RING JOINT OR so the outside of the water main is a least twelve (12) inches above or below the outside of theAPPROVED PREMOLDED EMBECO No. 167 OR _ STONE (REQUIRED FOR VALVES PLASTIC JOINT SEALER NO.381 MORTAR NON- N � ¢ CONCRETE other pipeline. However, it is preferable to lay the water main above the other pipeline. 20" AND LARGER, (NOTE 8) p p WITH PROTECTIVE sHRINK;THOROSET GROUT CLASS "C" CONC. I I THIS DRAWING NOT RELEASED FOR 6 At the utility crossings described in notes 4 and 5 above, one full length of water main pipe shall NOTES: TYPICAL TRENCH WRAPPER. �„ o CONSTRUCTION UNLESS SO NOTED NOTES = a, &/OR BRICK RUBBLE - centered above or below the other pipeline so the water main joints will be as far as possible M o z W & MORTAR I;(( PIPE TO BE ABOVE. be P P 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEVATION OF 1 C"i w N I�I SAME SIZE & from the other pipeline. Alternatively, at such crossings, the pipes shall be arranged so that all INSTALLED FLUSH WITH GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED -� IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. FOOT ABOVE THE TOP OF THE PIPE AND THE CENTER LINE OF THE PIPE; PIPE SHALL NOT • ? a MATERIAL AS water main joints are at least three 3 feet from all joints in vacuum-type sanitary sewers, storm 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAII_ W-44). OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BE IN OF MANHOLE 6", ° � I I SHEET TITLE I � ( ) JOINT OF MANHOLE � ..r :. SEWER MAIN sewers, stormwater force mains, or pipelines conveying reclaimed water, and at least six (6) 3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE BY OSHA STANDARDS. REFER To THE MEASUREMENT AND PAYMENT SECTION I I P P Y 9 VALVES. THE "V" CUT IS TO BE PAINTED BLUE. (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM PAYLINE WIDTHS. -I feet from all joints in gravity or pressure-type sanitary sewers, wastewater force mains, or 4. INSTALL VALVE AT A DEPTH TO ALLOW A 6" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM 2. BELL HOLE SHALL BE DUG To PERMIT THE ENTIRE STRAIGHT BARREL of THE PIPE 2" MIN. LEVELING COURSE -III-i I I pipeline conveying reclaimed water. EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT TO REST ON THE UNDISTURBED TRENCH BOTTOM. BOULDERS OR LOOSE ROCKS UNDISTURBED SOIL MIN. CLASS C CONCRETE WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 BEARING CAPACITY:2000 P.S.F. I I-) ( ( WATER 8v SEWER 7 New or relocated fire hydrants shall be located so that the hydrants are at least three (3) feet 5. FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED To MIDRANGE TO ALLOW FOOT ABOVE THE TOP OF THE PIPE. _,I I-ILI- DETAILS tin or proposed storm sewer, stormwater force main, or i eline conveying FOR FUTURE BOX ADJUSTMENTS. ROUTE LOCATE WIRES THRU A 'V" CUT IN THE TOP 6"X45' D TAILS from any existing p p pip Y 9 OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST NOTES I-� I I I 6" PLUG reclaimed water; at least three (3) feet, and preferably ten (10) feet, from any existing or WIRES WITH A 12" LONG PIG-TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) AND SHALL EXCLUDE CLAY 1. PRECAST MANHOLE SECTIONS TO BE MFRD. IN ACCORDANCE A WIRE NUT. MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. ro osed vacuum-type sanitary sewer; at least six (6) feet, and preferably ten (10) feet, from 6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS To WITH LATEST EDITIONS OF ASTM C478 WITH 4000 LB. I p P OPEN & VALVE TYPE. PROVIDE A Y4" HOLE IN BRASS TAG AND ATTACH TAG (TWIST any existing or proposed gravity or pressure-type sanitary sewer or wastewater force main. WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM CONCRETE, TYPE II CEMENT. VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES. OF STRUCTURES SHALL BE PLACED IN 6 INCH COMPACTED THICKNESS LAYERS AND 2. THE INTERIOR AND EXTERIOR OF MANHOLE SHALL BE GIVEN 6" WYE Where an underground water main is being laid less than the required minimum horizontal distance 7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED SHALL BE COMPACTED TO 98% OF IT'S MAXIMUM DENSITY As DETERMINED BY THE TWO COATS OF FARBERTITE BITUMINOUS WATERPROOFING from another pipeline and where an underground water main is crossing another pipeline and CONCRETE PAD W/2 - #4 REBAR AROUND PERIMETER, MAY BE USED. LABORATORY MODIFIED PROCTOR TEST, ASTM D1557. (� n p p g 9 P P 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM MATERIAL. DO NOT COAT JOINTS OR PIPE OPENING SURFACES. l I FAN l J l J T 0 FTA I_L I-- joints in the water main are being located less than the required minimum distance from joints in VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE UP TO Y3 THE OVERALL HEIGHT 5. SEE " EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL REQUIREMENTS OF THE VALVE. INCLUDING REMOVAL AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, the other pipeline, the contractor shall Consult the design engineer to obtain approval of any 9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. )) 1 - 1) alternative construction methods, prior to construction. SHIELD WHICH INSTALLS BELOW THE OPERATING NUT. THIS SHIELD SHALL CENTER THE TYPE J I A MANHOLE i RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC, BOXLOK OR APPROVED EQUAL. NOTES O N V T I L I TY 10. ALL VALVES (EXCEPT 6" GATE VALVES ON FIRE HYDRANT BRANCH MAINS) SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR c I I 7 GNA CODED BALL MARKER (3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER). OPEN - CUT TRENCH FOR PRESSURE PIPE JOHN KEVIN PE A R AT I O N REQUIREMENTS U I R E M E N T S No. 54666 S H E E T I SEP Q INSTALLATION DETAIL WATER VALVE E Vnyf Sheathed EAW Steel Cable � „ POINTS A SHOULD BE (9800 Lbs Breaking Strength) nth 6 O.C. FOR TYPE A FABRIC HIGHER THAN B Galvanized Connectors Too/Free Disconnect Slotted PVC Connector Pie ( ) closed Cell So/id Plastic Foom i P 2. EXCAVATE A 4"x4" TRENCH Flotation (6"Dia. Equiv) (12 Lbs (Meta/ Co/%r Reinforced) closed Ce// "Dh7 Plastic Foom 1. SET THE STAKES. STAKES. ALONG THE LINE OF FLOW Per Ft. Buoyancy) 2"X2" WOOD Per Ft. (8"Dia. Equiv) (17 lbs POST MIN. STAKES. Per Ft. Buoyant r Po/ypro Rope STAKED AND ENTRENCHED A B A I �18 Oz Nylon Reinforced O (500 Ib. Break;n , 1B oz N.r&n Reinforced BINDING WIRE SYNTHETIC BALE srrengrn) OR TWINE ELEVATION PVC Fabric (300 psi Tesf� PVC Fabric (300 psi Stress Plate Go/ronized Choirs Test) �1h Lacing Grommets Galvanized Cho' / J COMPACTED SOIL TO PREVENT PIPING N Goodson N@x/111 D =5'Std. (Sing/e Pone/For Depths 5'of Less). rypE PROPER PLACEMENT OF A FILTER BARRIER IN A DRAINAGE WAY D =5'Std. (Addiliono/Pane/For Depths Greater Than 5) Qry I ( I I and e Curtain To Reach Bottom Up To Depths of 10' Two (2)Panels To Be SEDIMENT LADEN s" MIN Associates Used For Depths Greater Than 10'Unless Specio/Depths specilieally ( I FILTERED RUNOFF I I� ' ' RUNOFF 4^ wee I " „ /�� Called For/n The Plans or As Determined By The Engineer. I � TYPE A VVnsu�in En ine0m I g � I } ' 1 FILTER FABRIC Flow I ' EXIST. GRADE 4. BACKFILL AND COMPACT THE E.B. 263 FL 0,4 T/SVG TURB/D/TY BAf�R/ERS ► l 1 I 06 3. STAPLE FILTER MATERIAL TO EXCAVATED SOIL. q I I THEKTRENCH• EXTEND IT INTO I O�75 FORT 1f , 1 o x UNE PARKWAY, SUITE 403 Past (Options 2"x 4" - MIN. - x JACKSONVILLE, FLORIDA 32256 Min. D/o. wood, Steel WOOD POST L33 Lbs/Ft. Min•) (904)519-7770 Fax(904)519-7776 6'Max I- :::::::::::::....::::::....... .................................... .................................... 1B Oz Nylon Reinforced - s0 PVC Fabric (300 psi rest) I TYPE „A" FILTER FABRIC `? <::;::•:::..., N CROSS-SECTION OF A PROPERLY INSTALLED SYNTHETIC BALE SILT FENCE A A r TO BE IN PLACE UNTIL THE �s� �„" I" COMPLETION OF THE PROJECT. a STAKED 7URB/Dl rY BARRIER I �1 / 1 / \ _ / / \ \ � I O CONSTRUCTION OF A FILTER BARRIER kil r 00 LEGEND - � TEMPORARY SILT FENCE `I01 Proposed Toe Of Slope • Pile Locations T- I i I ,ttl �I. I Dredge Or F;//Area r � l L�'11.L1u"a l� 9 t ^ ~� -w Mooring Buoy w/Anchor - 'Tf_ ._�� f B - � •`� r P i„• �,I r t' {i, Causeway Anchor OUTLET µ OUTLET PROTECTION ?� Barrier Movement Due . r ro Current Action POINTS 'A' SHOULD BE HIGHER THAN POINT 'B' Shore Line PROPER PLACEMENT OF SYNTHETIC BALE BARRIER IN DRAINAGE WAY N.T.S. 100r 3 TyPicol 1p0 ryptco' NOTES: PERMANENT STORM NEW MAINTENANCE Shore Line umitsofCanst. 1. EXCAVATE THE TRENCH WATER BASIN FACILITY current 2. PLACE AND STAKE SYNTHETIC BALES ..,.,.... Limits Of Cons. Shore Line I Structure Alignment 3. WEDGE LOOSE SYNTHETIC BETWEEN BALES FOR Turbidity 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. Barriers Note.. FILTER BARRIER CONSTRUCTION DETAIL NOTES.• Turbidity barriers for flowing streams and tido/ STAKED SYNTHETIC BALE DETAIL FLEET LANDING 1. Turbidity barriers are to be used in o//permanent bodies of water regardless of wafer depth. creeks may be either looting, or slaked types or any combinations of types that will suit site 2. Number and spacing of anchors dependent on current velocities conditions and meet erosion control and water quality requirements The barrier type(s) will J. Dep/oymenr of barrier around pile locations moy wry to accommodate construction operations. be at the Contractors option unless otherwise specified;n the plans, however payment wiz/ TEMPORARY SEDIMENT BASIN 4. Novigotion may require segmenting barrier during construction operations be under the pay items) established in the NOTE: Spacings shown in this chart are M A YP 0 R T R D plans for Floating Turbidity Sorrier and/or 7 are based on generalized conditions FLOW RATES(CFS) Stoked Turb;dit Barrier. Posts ;n staked 3600 CF/ACRE OF DISTURBED and should be adjusted based on y Very Light < 5 , turbidity barriers to be instal/ed;n vertical actual site performance or hydraulic 7UR81D/TY BARRIER APPL/CA7701VS position unless otherwise directed b the AREA• computations. light >5 <10 ATLANTIC BEACH , FL y' Moderate >10 <15 Heavy > 15 < 25 Engineer. 6 Very Heavy >25 < 40 I / V RB/D// / B/-I��/�/ 1 S LEGEND Flow SOILS Soil$ Cohesive Non - Cohesive !+Ei 4: 1 Firm Loam Fine Sand Gay Sands Course Sand ' 3 Cloys Grovels Optional Post Positions Print'/e Post Position Hardpans Sandy Loam ,. II Pot (options.• 2"x 4"or ( I �P �. a Silt Loam �in. Dia. Wood, Slee/ \ rated 20' Toword F/ow) 1.33 Lbs/t7 Min.) i 6'Mox. Filter Fobric (/n \ r / Conformance Wrth C 4 See. 985 FDOT Spec.) 4: 1 0 Pilfer Fabric Un d/S tUrb ed SO// 1111110. a In sr7r slow \��/�/ \ �° 3 mer ti N�,,c y'. on. L a13-�i�lta ELEVA 17oN 2 2.' 1 or F/otter �\/\//�//��//� 6„ M/f�. \/\//\/// // '�q,C, V r H,, rrPE--- sa r FENCE \. /\\/\\ \\//\\// H��y,ams�� DATE f1AAY. 2013 /\ /\�/\\ � Consider Us$Of (,` Temporary Sod e•/ OrroeASFence FobriMin.) hs (Index a Oen cQ Sec. 985 �� \\�\\/�\\/�\\/�\\//�/ 1 PROJECT N0. -11252 FOOT Spec) DESIGNED BY ED GOODSON I I Post (Options.- 4"x 4"Or !rano/Post Positions Princi/e Post Position ,1 n. I I (Canted 20' Toward Flow Sect/On A-A CHECKED BY : JOHN NEIN. PE I 3'Min. Dio. wood Steel� { � � ) L33 Lbs/F7. Min.) 10'Max. �' , Pou/try Mesh Or L r`I s0 100 150 200 230 300 350 400 • Filter Fabric (/n Type A Fence Fobric O� ChOnne/ GrGde SCALE " Conformance With � Spacing CIn Feet) Sec. 985 FDOT Spec.) FlIter Fabric CHART I Ir NOT IS E THIS REPRESENTS THE OPTIMUM RECOMMENDED SPACING FOR TYPE I, TYPE II, TYPE III ^� F S�/r Flaw _� LOCATION OF THE TEMPORARY AND TYPE IV SILT FENCES No. Date Revision r ♦ Maximum Grade of 1�r fora SEDIMENT BASIN. OTHER ON-SITE 1 Transition of 15' M%n%mUm A LOCATIONS MAY ALSO BE APPROPRIATE. INLET SPACING RECOMMENDATION FOR 2 SILT FENCES 3 ELEVATION SEC7h7N TEMPORARY SEDIMENT BASIN 4 Note: SiTI Fence to be paid for under the contract unit price for Stoked Silt Fence (LF). S 6 TYPE/V SIL T FENCE Diversion or Dike Seeding Rate Planting Dates Comments Common Nome Acre 1000 ft2 N. FLA. N.T.S. Botanical Nome LEVEL SPREADER OATS 3 Bu 3 lbs September- �//not tolerate flooding, high wafer table soils 1 Avena saliva 125 lbs February RYE 3 Bu 4 lbs September- Tolerates co/ Seeda� ego d and drought Rote Seedm Dot es 9 9 Canmen 9 is Seco% terse% 170 lbs FebruarySite li L WHEAT 3 Bu 3 lbs September- Ch7d/l/aos Seeding dlixtures Per Par ;4 Triticum s 120 lbs FebruaryAcre 1GYt7 Fl N. flo. ANNUAL RYEGRASS 60 lbs 1.5 lbs September- Volunteers moy return. High S/Ope Or F/Otter Lo/ium mu/fiflorum February Afomtenalce N.T.S. CRIMSON CLOVER 25 lbs 9 oz September- Annual winter legume. Inoculate seed at 5 times recommended rote. Lowes Trifollum incomatum November Does oor/ on dee dr sands will not tolerate floodin . RED CLOVER 15 lbs 6 oz September- Annual winter legume. Inoculate seed at 5 times recommended rate. Genera 1. Bahkpins 10-60 lbs 1/b 2/15-8/9I Use SOXsC�ilded seed r \ Trifo/;um pretense) December Grows best on moist sods will not tolerate f7ood;n . Eosi/ hurt b drou ht. Use 1. Bahro ass Type --- or Type /V • 1 +�T", 2' M/n. gr 40-60 lbs 11h 2/15-8/15 Use SOX Scai*d Bohm seen! v1 , W7f/7E CLOVER 5 lbs 2.5 oz September- Annuo/ winter/equme. /nocu/ate seed of 5 times recommended rote. BermudWvss(hu//edJ 8-12 lbs 4 ar Silt Flo silt Fence _ _ Trifo/;um r ens December Grows best on moist-wet soi�s tolerates some f/ood;n . 3 Bcdiiagross with one of the lo/%wing. ?0-90lbs 5/b Use 50iscoriBedBahio seed THIS DRAWING NOT RELEASED FOR K ANNUAL SW E'rCLOVER 15 lbs 6 oz September- Annual winter legume. Inoculate seed at 3-5 times recommended rate. O Ihs 1.1 oz 9/1-1/1 Ilse 5o(e legumes December Grows well on both Aotwoods and go/and soi/s w7I not tolerate J/oodin , Soufhem Mile Cow CONSTRUCTION UNLESS SO NOTED f+Cr" McOKF o/tissimo Annuo/Nhile Sweelc%1�r 8/bs 2Oz 9/1-I/1 ABOVE. Tjpe --- Or Type /V Si/t Fence Protection CO/I7�OOCted SO// ARROI¢2EAF CLOVER 15 lbs 6 oz September- Annual winter/equme. /noculate seed of 3-5 times recommended rate. Around Ditch Bottom Inlets Trmolium vesicu/osum December Crows on soh/ too wet for crimson tolerates some flood;n . Use scarified seed. O-Ansa7 0OWf 12 lbs 45 oz 9/1-1/1 C LUA/NE CLOVER 60 lbs 1.5 lbs September- Annual winter legume. Inoculate seed at 3 times recommended rote. A/roeeol t7ekt°r 8/bs 3 oz 9/I-1/1 Lu muss . December Susceptible to freeze damage at time of emergence. Use scar;flied seed. Awe Q'ew 8lbs 3 oz 2/15-7/15 SHEET TITLE ALFALFA 22 lbs 8 oz September- Short lived perennial Some drought resistance. 110kylndigo 41'lbs L5 oz 2/15-7/15 Medico o sotivaDecember Grows best on well-drained fertile sells. W1/I not tolerate wet soils. Asch}nanene 121bs 4.5 oz 2/15-7/15 AUSTRIAN W1N7ER PEAS 45 lbs 1 /b September- Do not deploy in o manner that silt fences will act as o dom across permonent flowing L- December Grows best on well-drained soils with h;h c/o content. watercourses Silt fences are to be used at upland locations and turbidity barriers Flo NARY VETCH 25 lbs 9 oz September- S/does 1. Sericea/espedeze o.4-50 lbs 1.2 lbs I/1-7/15 Fcr scoriJieo seed EROSION Vcia villoso December Grows best on well-drained loom soils b. 75 lbs 1.7/bs 7/15-115 Fir unhu//ed seen used of permanent bodies of wafer (AYCECLOVER 15 lbs 6 oz April- Worm season annual legume. 2. Sento/espedeio with cne of the Jd/owm9' Use seeding role specified abate CONTROL DETAILS A/ icor L va inalis ✓a Grows best on we//-drained sand soils Miograss 15 lbs 7 oz 2/15-8/15 S/LT f2�NCE APDL/CAI7GWS COMMON LESPEOEZA 30 lbs 11 oz March- Worm season annual Needs inocu/ofion on eroded soils To//Fescue ?0/bs 8 oz 10/1-11/15 Bes(adopted to N. F/orio'o Les ideza striata ✓u/ Grows best on sand loans Fair/ drought resistant. Weeping Loregross 0Ihs 1.2 oz 2/15-8/15 HAIRY/ND/GO 8 lbs 3 oz March- Ind1 ofera hirsute 0201s) ,/u/ JOINT VETCH B lbs 3 oz March- Worm season annual/equme. Orou�ity 1. *epelg LovegrOSS 5 lbs 20.- 1/15-8/15 Gigs gaick summer cova°r. CU t or f// 510 e 4'`5' M/n' Aesch omera omericono August Most suitable of summer legumes for use in /ow, wet areas Areas 2. /� Weeaong Lov>°gross with ens of the fd/owa7g.• �-� �ilt Flow �� ilt Flow MILLET 30 lbs 11 oz March- Worm season annual. Does not tolerate flooding. Grows best in fertile, moist o. Bohiogross(503-scarred seed 5/bs 2 oz 2/15-8/15 Setorio Au ust soils Pear/ and Brownto are good varieties to use. A Bermudq�oss(Nu//ed� 90-40 lbs 12 oz 2/15-8/!5 SESBAN/A 30 lbs 11 oz March- Worm season annual legume. C. Hair icuM - 1 Sesbon mocroco a �/ Does we//under extreme/ wet conditions f'P� 8 12/bs 4 oz 1/15-8/15 SORGHAM SUNDANGRASS 30 lbs 11 oz March- Worm season annual Ropid grower Tolerates dry>°r soi/s than mi//et. d S611*0 lespedezo 8-12 lbs 4 oz 2/15-8/15 Use seeding role and dotes ' HYBRID ,/ul Grows best on we/%drained sells Con also use Sudors toss alae. specified cboYe. Type --- Silt Fence TEMPORARY DIVERSION DIKE WFEPiNG LOVEGRA55 5 lbs 2 oz March- Short-lived perennial, 2-3 Type IP Silt Fence p yrors Note: Spacing for Type �� Fence to be in Ero rostis cur ve/o Auoust Tolerotes hot dr slopes and acid infertile soils { accordance with Chart Plate D-906 SEED/NG MIXTURES. RA TES AND DA TES and ditch installations at droinoge Usually mixtures of the obo/4e p/oaf materials are better than using/e plant alae. Each of the structures above legumes discussed above car be grown in mixture with onnua/ D/ VE�s/ON DIffE ryegross and/or the smell groins In o two-crop mixture cut the seeding rote of each crop to L one-ha/f of the recommended planting rate when grown alone. Simi/or/y three plant types in o mixture requires aproximate/ one-third of the norma/seedin SL T FENCE TYPE /// & /V P y 9 GN. .1 rote for each p/ant. /n o three p/oaf mixture containing o single legume, the legume Mould be planted of one-half of the pure stand seeding rote. JOHN NEIN PE 8 No. 54666 TEMPORARY SEED/NG PLANT MA TER/ALS DATE: S H E E T i I / FORMER SET P.K. NAIL & DISK DURDEN TRAV.PT ELEVATION=(12.29) ///// —c� 7 M N.G.V.D. 1929 / �/� 00 C\J 2w7 LU co Li it f le rin Line, Tre RP ' nBarricade) ASPHALT ASPHALT PARKING �� O ■ ER w a •9" OAK ///�/ �� U For C ea in Line Geo ;e rYR ee En in eri Ian Pro rt / L / � Cc � � d 15.6' � // Q � O / / R0 �„ 1 V 88 1 / 5 0 L +� N88° s 9� OUNO 1/2 IRON PIPE v o // Z '� c+) U o a ----� b� Cle This Area ..._.. ABLE / /. O CP y �, h Cl) o (174.95 IR N PIPE TO RON PIPE) 13 P U EAD o �j,,v/. W / aa? / � /j/ // ------ ------------ E- ------ - --- It 12" OAK------- ---- ----- - .•_'".'�7�.'_.'_.•._. DROP • �. r • PINS i'��' / G LO F4 CI I / / / e %/ / �� e�-- ------- 9" o - -Y ------- - --- ------ -------- - --- ------ 2 F UND 1 4PlP D1, OA "t riot Zbn 7� � O R pas -- - /- --- - $ _ ,. 0 e 12" - .- - - -------------oma`` '/Y/ G .-1 C/) < � # 95 1 L3 P .u, o o // oCP oeGoM i 'AK r E ■ 6" OAK ;3 1 N 8 0 1 A" OAK TOB " O ``�� p / ` 1 PI / • 4 IN -� GV BOLLARDS 1 " OAK " E • 7 PINE } 79 2S o 0 aK 1" INE 25 12 ` O / 3 10" OAK � ■ 7" o Kyr DO LE) • 16" PINE '29" OAK fl ' PINE �' 0" OA X p / a PINE S 7 x PL a x 1 9 12" PINE 39 " OA OAK • 2 PINE X • 2 PINE / XXXsss"' /// • 9" PINE 9" PINE X 13" PINE 12" 4" PINE 2 OA • " / y • 16" PINE • 11" PINE " (TRIPE 15 OAK . . . . . . . . . 10. PI 1 5 58 0 . 8" BAY 0" P " X OAK X OAK c • 20" CHEORY 1 INE13 29 E14- INE 30 18 P c� / • � d a • 13 PINE • • • 15"•PINE• 9 � O to ��:\ � O � \13" OAKC i • 16•" PINE QA I AK• K �.1 K •. " p 1 / • 14 • 4" PINE AK � 2" AK 9" a.1 • _ \\ vy ••10" OAK `A, �+ •VYOODJ 12" OAK d ,cam .y0 -� / /• d�o .DC? Not Clear. This Ara.ryry • / 1•�" PINE / a .ee � `, gyp. � • 10 MAPLE //� j/ •� ; (Reserved for Future •Expaipslgn) . i3" PINE • 14" P 1 0 '� n 0 • ' • 9" OAK • x of '12''•OA �. `. GLM ; " • 9" OAK �3 " PINE 1 " 4 x " O K 10" OAK p -� `, v O 10" CHERRY // /. • f 0. OAK. V I . . : 9" OAK 12 11 Or e 5 2. x k 3 , " a v 0 . • �r 12 0 12" O st >tt o.P AK ,, - / 8" OAK • 16" PINE `` ^• / 4. 9" OA>: + 9" 10AK eCtlO arricad x " " . ' . 12" OAK• �-- Be Install Before CI ring) �° ` o 14" PINE " D Not 1� . . . . . . . • 54 53 6 : 6 oAK x AK Clear ,,. •s" PIN A , Tree Protection B " 6&o- ° OAK Th Area ' �• . d. " arricade . I ° 6911" " 0 7 �, 0 • 9" MAP C O .�N O LE f 3" A } / (To Be IhslaWd Before Clearing] • 12" PINE " OAK 66 x ' x " OAK /� // '• ' • 17" PALM a 7r 12" K �■ d ' // /// e i • 15." OAK • •10" OAK ' •r'O a' 7 . •1 " PINE a 7 8" CHERRY _ / a 70 r 16" OAK �\ ' " • 49 a« 16 • •'`` / C. • 8 OAK " ` GA ; " OAK • 10" OAK 28 OAK X " OAK e>r " 0 1 �APLE " 2 " OAK •�.".1{ O e^oo6 4 .� �'1 X " PINE 3 K 13 O K \ • OA : � • 1 " MAPLE o 7 2 OA OAK g" Kx 8" q 11 0 O ,y •� o z 0 10" 0 3" 0A � 14 OAK x K 10„ >r OAK x 10" OAK • " 0 \\ 8" O K >r 12" AK 10" OAK • " p 75 24" PINE x D x " CNE ..�. " t3 OAK 47 / L7_�L�L _ --------- -------- ---- ------------- ------------- ------------- ------------- ----- ------- ------- ----- ------------- ------------ A . 0 X x. HER ------------- - ` 1 0 K .._.._. �a " D" A ----- ------------- 7 5' E erior Z e �5 V _ ..�� .. ..�.. ..�.,�._ 9 _ Cd . _ O / _..,.._.. FO ND 1/2 IRON PIPE x OUND 1/2" IRON PIPE , L.B. #3672 / b 489.96 IRON PIPE TO IRON PIPE) O #3672 ( y 99 CONCRETE PARKING » o CONCRETE PARKING 8 HEA WALL a o c� S88 " 17 50 W 538- 96 ' I V. 4 - (3.82)—,\ ` 1� e 9a, y o „ RCP � � a v d T GA INV. (4.51) it -i#-o-f-Cle�r-ing Lam, (Tree Pr_ e Pro 6� 1 G /L£ O J� 42" RCP ■ 4. earingl_ine Geornetr dee Engineering9 z VIA 36 DRAINAGE MH s / - 4NV. GA N RIM ELEV=(73.68) Plans Tree P ■ ■ O / Protection Barri ca (To Be Installed Befor Clearing) roe Q�, d. PROTECTED TREE REMOVAL TABULATIONS PROTECTED TREE REMOVAL TABULATIONS (OAK TREES) (OTHER TREE TYPES) NO. TYPE INCHES NO. TYPE INCHES CHE LEGEND s D 1 Oak 10 13 Pine 11 2 10 14 Pine 14 3 Oak 13 15 Pine 12+9+4(25) I 4 Oak Area to be Cleared 5 Oak 16 16 Pine 18 6 Oak 10 19 Pine 13 13 20 Pine 14 8 Oak 28 23 Pine 15 PER ATLANTIC BEACH CODE 25 Pine 13 Rigid Waterproof Sign, 1 per every TREE REMOVAL NOTES' Preserve Area Not TO Be Cleared 9 Oak 13 26 Pine 13 15 LF of fence. Sign shall contain 10 Oak 14 27 Pine 10 following words. 1. Tree survey, including property I' 11 Oak 11 Y Ines legal d 28 Pine 13 9 P P Y � description, existing 'v TREE PROTECTION ZONE TPZ 9 p sting utilities, site 12 Oak 12 30" Pine 14 No grade change, storage of materials, topography with spot elevations, outstanding physical features and existing structure locations was 12 32 Pine 18 within this TPgZ.pThls treepero ect on provided by the Engineer. �+ 17 Oak vehicles or e u ment Is X 8"MT TUP Existing Surveyed Tree 13 33 Pine 17 barrier must not be removed without g Y 18 Oak 21 Oak 15 34 Pine 10 written authorization of the 2. B. Burke & Associates Inc. will not be held responsible 22 Oak 12 35 Pine 16 City of Atlantic Beach. For information for the accuracy Of survey 24 Oak 16 57 Pine 22 call 904-247-5800 Y y or for design errors or omissions resulting from survey inaccuracies. STATE OF FLORIDA: LA 1260 Typical 31 Oak 10 755 Pine 24 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B,BURKE&ASSOCIATES INC.AND IT SHALL NEVER BE REPRODUCED Protected Tree to be Removed 36 oak 10 77 Pine 14 3. All phases of site work for this project shall meet or exceed d City of Atlantic Beach land clearing WHOLE OR NI PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF 37 Oak 9 78 Pine 11 specifications. B.BURKE&ASSOCIATES INC. See Sheet TR-1 for Calculations. 38 Oak 10 79 Pine 12 8 O.C. }0096 OF DRIPUNE, 39 oak 12 81 Pine 12 r---------I 4. The general contractor will be held solely responsible for and shall take all precautions necessary DRAWN BY: CN L g P ry to 4o Oak 12 8t Maple 12 avoid property damage to adjacent properties during the construction phases of this project. CHECKED BY: BB o Typical Protected Tree to be Remain 4, Oak 1D �z 42 Oak 12 TOTAL INCHES REMOVED 353 Provide Tree Protection Barricade 43 oak 12 5. The general contractor shall install all tree protection barricades prior to beginning an clearing, OTHER TREE MITIGATION RE6YD @ 50% 176.5 N z and will be held responsiable for any over clearing or removal of protected tree,shown to be preserved.. 44 Oak � Per Detail This Sheet 45 Oak to TREE PRESERVED 46 Oak RVED TABULATIONS 10 6. For bounds PLOT DATE:April 26 2013 Battler t0 be In Place Before 47 Oak 12 NO. TYPE INCHES 2'x4' RAILS boundary, roadway and building geometry information see engineering site plan. It is the Contractor's ' 48 Oak 1p 2'x4' POSTS responsibility to verify that the building dimensions shown on the tree removal plans agrees with the dimensions REVISIONS 49 Oak 1 Oak 8 ORANGE COPOLYMER BARRIER Shown on the engineering plans. If any dimensions do not agree, the engineer and Clearing Begins. 12 2 oak 9 g owner shall be 51 Oak 12 FENCE FASTENED TO POSTS & RAIL notified and the dimensions adjusted prior to commencing with construction. 52 Oak 5t oak 10 3 Oak 9 53 Oak 12 4 Oak 9 TREE 7• The contractor shall notify all utility companies prior to construction for verification Tree Protection Barricade See Detail 12 5 oak 9 DRIPUNE and location of all utilities. 54 Oak 12 FENCE This Sheet 56 Oak k 1z TOTAL OAK INCHES PRESERVED 44 �I 58 Oak 15 8. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. 59 Oak TREE MITIGATION REQUIREMENTS The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous to X .Typical Non- Protected Tree to be Removed 6D Oak 8+7(,5, vegetarian except specific trees t I ! 61 Oak 12 OAK TREES o P p that shall be protected from damage during construction with the use of l 11 tree barriers. Trees to be preserved are identified on these plans, contractor shall verify before the start of construction. 6s Oak 14 Total Inches Removed=704, Mitigation Req'd=352 64 Oak 11 Mitigation ■ ■ 9. All work shall be performed in a safe g on Provlded:PreserVe (44 ), Planted ( 300 j, Tree Fund (8") P e manner. All safety rules and guidelines of OSHA shall be followed. The Exterior Zone Tree Removed, Requires Mitigation 65 oak Contractor shall be solely responsible for any injuries of his employees, and an damage to private 66 oak 13 OTHER TREES Y g p property or „_ , persons during the course of this project. All costs associated with complying with OSHA regulations and the Florida SCALE• 1 —20 Note All Other Trees Interior Zone 668 7 Oak 1' Total Inches Removed=353, Mitigation Req'd=176.5 Trench Safety Act must be included in the Contractors bid. TREE BARRIER DETAIL i Typical Preserve Tree for Site Requirement 70 oak 1° Mitigation Provlded:Planted (177'x, 10. The Contractor shall be responsible f PROJECT NO:13-295 70 oak 16 NOT TO SCAJX p or obtaining all necessary permits and insurance required for the project, incl 71 Oak 16 (TO Be Installed Before Clearing) FDOT or City of JAcksonville Right—Of—Way permits for work in the County right—of—way or easement. I Invasive Tree To Be Removed 72 oak 13 11. The Contractor shall coordinate the work within County or State Right-0f—Way with the proper agencies for maintenance 73 Oak 1 t of traffic and method of construction and repair. 74 Oak 1 p 76 Oak 10 83 Oak 12 TOTAL INCHES REMOVED 704 i OAK TREE MITIGATION RE6YD @ 50% 352 SHEET NO: 1 of � I / C:) FORME SET P.K. NAIL & DISK oDURDEN TRAY.PT. PE- "ca. la�h Pines O12.29) -10 0 y coMin. 1 C.� N.G.V.D. 1929 co 1 c N 0 / T 2 L11 / a�oc g02 LF 6' HT _ O G 1161611 BI Coaft d Chain Link (10' x 18') Q a Ce 17 REGULAR PARKING S ACES O ASPHALT PARKING >-O O O ~ ,� (� / t C merci I Land se 8-QL- cal. La rel Oaks [�� t�r Enclosu ti z �' C� � a / 48 LF 6 HT 4 2 w O �, �, 2/ - olias O W x r z 8-QV-6 cal. Live Oaks s" HEADER 0 LF 6'�IT U ►— n O O 20`0.C. IRRIGATION WELL Q j O ASPHALT PARKI GPUMP STATION 15.s' 0.6' Solid PVC Fence cuRe lack Un Coatedbain Links '' / W , oe n ' ° o nce /// c h O lz z W ° > » OUND 1/2 ON PIPE o // 2 .._ N88 175 E cPU i / aN � o z / CP �' 174.95' IRON PIP TO RON PIPE) o // // O// E-I CY) �' o M P ( • ��\' / \lam W N e e D Y10' Ex12'Oak e • y Y /� Lf) �R0 FOUND 1 Pl cuRe o /i ''/ O ,� o 6 c� A�I«na� Gas B.L.S. #3295 ak0 .I. Ex 1z• � o Q 3 o 0 Bahia Sod V-6"C81. e' S► 0 2 MGH J, +- 290�SF TOBL 4 o.C. // j nc BOLLARDS. + 0 0 o c E " OEx 16"Pine • e a 513. / ' O x29 Oak eH H J/ // 100 Mayport Road Corridor a m v Z • n 2 QS 6 cal. Shumard Oaks 2-QV-6"cal. Live Oaks o Ex 9"Pine — /w Ex 16'Pine Ex 11"Pine v ' 0 ma • O N i� ° // Ex 20"Cherry O Ex 8"Bey x 10'Pine - d.CI) 4 Q " o / + Z 6 cal.Shumard k - q / e r — Ex 13"PIM O O Ex 15"Pine e d . ° e e O Mex. ' O O U) L / 18 M ° - ce 20 GI1 sPe Ex 18 P c' O Ing a r N / / o � a N / Q // / e Future Development Area e , k _ v / de Selectively Hand Clear Scrub and Ex 1�2"Oak ; d a any Trash, All Trees >2"to // • ° Ex 10"Pine / e a Z v / Remain. Ex 13" Ex 13"Pine e • // / Ex 14"Plne • r O / O O X Oak Cluster / Ex9"O / / d. a° Oak e i LM Ex 10' Ex9"oek 1-QL-6 cal. Laurel Oak a. / Ex Cn O 9"Oak " o Qn Props Line Ex S"Oak14 / 14, / : q• �-{- Ex 9"Oak Ex 9"Oak • /// Ex 12"Oak e ° `o I " F / / 3 MGI1 a I / / < � 2-QS-6 cal. Shumard Oaks `�' � A /. / i / O o Exa oak a. Bahia So i d / / 12"PIM I / + / 10 � y000 SFS � Drainage Ditch 0,.. / Ex 17"Palm e e / - / Ex 15"Oak 1 QL-6 cal. Laurel Oak e Ex 1 O Ex 10" Oak / 2 Plne ht 24 MGti e ; -L L / Trl ngle Exe"Oak Ext d // Ex 10 Oak O e 25 T D3 5 Cypress / MGH s Max. pace 15' 0 0 / n / / Q • / " • n 1- v- O 2- V- Q 6 sal. Live ak / / w Q 6 cal. Live Oaks Ex 3D" / U / / 2 I0 7 SB / ° Aulomatic S Gale O 0 •L [� 0 31 SB Ex Oak Ex a e i . v1/ X 1810Q -13 AY- // 1/2" IRON PIPE x / OUND 1/ ON PIPE - - a ksDrainage L• - ( Laurel Oak v 367 (489.96 IRON Ptd' Bahia Sod Drains a Swal — /. / 2 ^^ll CONCRETE PARKING ) l9' 0 O.C. -rARKING 17-PE-3"Cal. Slash PIneS - W S 84omL° --77 IAV 5�3 8. 9 6 U / r7i �j n r V cal 'ah se s,. HEA w(.3.82) 4` ° , e. O /R fN ////, :a.• TR GA INV. (4.51) - 42" RCP G NAL£ 42" RCP _ 520 LH 42" R P ��J�� a • Black my Coated Chain Link 36 DRAINAGE MH Fence ° t RIM ELEV=(13.68) rOB o -� s I I PLANT SCHEDULE: fL Maintenance Complex LANDSCAPE CODE COMPLIENCE DATA: Fleet Landing Maintenance Complex uenl 8 m �CI>s$ss Bctanlcal Name Common Name S eclfl+cati+ona Atlantle Beach Florida p CanopyX®ro Native Inches Trees: Florida #1 or Better , B QS X X X Quercus shumardlll Shumard Oak B cal., 18.18 Ht. 8' S r. REQUIREMENTS 20 QL X X X Quercus laurlfolla 48 Laurel Oak 5 Ca1., 1B-20 Ht. 9 S r. 120 Minimum Trss Requirement Parcel Size SF Trees Required Tress 22 QV ( X x Quercus vl inlans Llve Oak 8" Cal.' 14'-15' Ht• T S r. a q Provided Notes 133 Commercial Use: 1-4" Caliper Tree {flew or Preserved) 89,$94 11 151 Includes Preserved& New_Plantings Sub Total Oak Inches 300 Per 8000SF Parcel Area, less ponds& Preserve I 2 MO X X X magnolia randlflora Southern Magnolia 4" Cal., 12'-14' H#. B' S r. 23 TD X X Taxodlum dlstichum 8 Cress 4" Cah, 12'-14' Ht. 8' S r. 100 Interior Vehicular Use Area Re ulrements 23 PE X X Plnus elllotil I q VUA Area Re wire STATE OF FLORIDA: LA 1260 - Slash Pine 3"caL. 8'a10' Ht. d p 80 q roVid�� THIS DRAWING IS AN INSTRUMENT RUMENT Of SERVICE AND IS THE PROPERTY 10% Landscape Area OF B.BURKE&ASSOCIATES INC.AND IT SHALL NEVER BE REPRODUCED S 31,315 3,132 1 ,205 N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF Total 00 1 tree Per 4000 SF Area &BURKE A ASSOCIATES INC. Total Inches 477 311315 81 18 Shrubs Groundcovers: Florida #1 or BetterDRAWN BY: CN 11$ MGH X X Muhlenber Ia ca illarls Mu hl Grass 1 Gal 2' x1' Full 3'o.c. Ma ort Road Fleet Landing Blvd. CHECKED BY: BB 18485 X X S artlna bakert Perimeter Landscape Requirements Ri?1lV linear FootsBe Required Cord {gess 3 tial T x1.5' Full 3'o.c. q Provided Linear Fie Requlr+ed 10 SF Per LF of ROW Frontage Provided Not A licable NA NA 287 1,870 187 VUA Screen- 7596 Min Ht 3' Provided B Preserve NA NA 1 Tree per 50 LF ROW 187 1,403 187 PLOT DATE:April 26, 2013 NA INA NA 187 4 7 REVISIONS Total 300 North Com Perimeter Laandscape Requirements Adjacent Lots Linear Footage Required Provided mouth Com Gross: Price ger S ware Foot Lear F l Per Plan Sod X Bahia 5 SF Per LF of Fronts a oota Required Provides) 433 2,155 2165 4B8 2,440 2440 Per Plan Seed 1 Tree per 50 LF ROW 433 B 24 488 10 31 a Incompatible Use Buffer Not Applicable Not Appllble END OF FORM SCALE: 1"=20' PROJECT NO: 13-295 I i SHEET NO: 2 of i m coN N W m i • paq x • z LLP W N • LoHa so c Ch M I i 1 . All plants must be healthy, vigorous material, free of pests and disease. I REMOVE TOP 1/3 BURLAP SPACING 2. All trees and shrubs shall be grade "Florida Fancy 1/2 D D MULCH (3" MIN.) -� GRADE 3. All plants must be balled and burlapped as indicated in the plant list. / MULCH (3" MIN.) Balled and burlap strapping wire, and any synthetic material shall be removed . GRADEy V4prior to final inspection. Wire baskets should be pulled away from the trunk. TRENCH EDGER ;.?•. DEPTH VARIES WITH PLANT `rY:R� ;_: ..._:`'' 4. All plants shall be triangular spaced. PREPARE PLANTING PER SPECIFICATION �.�.n�:R,�.. '.::fir.".,..,. MIX PER SPECIFICATION COMPACTED PLANTING MIX _ . . O Z 5. All trees msut be guyed and staked as shown in the details. �., 2 TRENCH EDGERENTIRE PLANTING BED 6. All plants must be treated with a root stimulant per the label at the time of planting. MASSED SHRUB/GRNDCVR PLANTING DETAIL SHRUB PLANTING DETAIL 7. All plants and planting areas must be completely mulched as specified with three (3) Inches of pine straw. A mulch ring for all newly planted Trees shall be provided at least five (5) feet in diameter and not closer than six (6) inches from the tree trunk. 2 8. Prior to construction, the landscape contractor shall be responsible for locating all underground j utilities and shall avoid damage to all utilities during the course of the work. The landscape GUY WIRE 12 GA. contractor is responsible for re airin an and all damage to utilities, structures, site appurtenances, ANNEALED cALv. STEEL etc., which occurs as a result of the landg of construction. PP I 1/2" RUBBER HOSE1/2" RUBBER Ho TURNBUCKLE (cALv.) Trees shall not be planted closer than 7.5' from the centerline of underground utilities. GUY WIRE 12 GA. ��JJ 2"X2"X3' STAKE ANNEALED GALV. STEEL MULCH (3" MI 9. The landscape contractor is responsible for verifying allquantities shown on these plans, before EARTH SAUCE " ricin the work, the landscape architect shall be notified of any discripencies.. STAKE 3 pricing WRAP TRUNK PER :.;, .. 10. The plantingshall be done in accordance with acceptable horticultural practices. This is toC; SPECIFICATIONS t,;,..t,, , ";'' REMOVEtOP 1/3 BURLAP p p O r U I n MULCH (3" MIN.) ; .K'.: include proper Planting mixing, planted and tree pit preparation, pruning, staking g y g, PREPARE PLANTING MIX b EARTH SAUCER WRAP TRUNK . � PER SPECIFICATION wrapping, spraying, fertilization, planting and adequate maintenance until acceptance y the owner. -� E PER SPECIFICATIONS ° COMPACTED PLANTING MIX 11 . The landscape contractor is responsible for fully maintaining all planting (including but not limited 0 o REMOVE TOP 1/3 BURLAP 2D to: watering, spraying, mulching, fertilizing, etc.) of planting areas and lawns until the work is N PREPARE PLANTING MIX accepted in total by the landscape architect and the owner. Cb PER SPECIFICATION nce. All trees sh all ins ect ion a nd acce to ;Tm� 12, All tants shall be guaranteed for 90 days from fina p p Z P g ° be guaranteed and additional 180 days. COMPACTED PLANTING MIX 13. All plants are subject to approval by the owner's representative. Prior to planting, all trees 2D GUY WIRE PREPARED PLANTING MIX must be approved by the owner or owner's representative. CC3 PREPARED PLANTING MIX ,; EARTH SAUCER RUBBER Ho ;;,� 14. Standards set forth in "American Standard for Nursery Stock" represent guideline specifications only and shall constitute minimum qualityrequirements for plant material. '.;_• EARTH SAUCER LIMIT OF MULE'' 1' ''"�' TURNBUCKLE y RUPREPA RSFLAN15. This contract is subject to the rules and regulations of the "Grades and Standards for Nursery Plants rI ,.. as published by the division of plant industry, Florida Department of Agriculture and Consumer Services. LIMIT OF MULCH ;;;.r:.■... ::':'<,•;'L:: EXCAVATE AND PREPARE �' :�: .::. �' If the owner or Landscape Architect has reason to believe that the plants are not of the specified grade, GUY WIRE _ he will request a regrading inspection, and such evidence will be basis for requesting replacement of plants and for legal or other action according to law, should this become necessary. TREE PLANTING DETAIL (2-1 \2" CALIPER OR LESS) MULTIPLE TRUNK TREE PLANTING DETAIL 16. Plant soil mixture: Add sufficient peat or recycled compost and builders sand to natural, fertile, friable topsoil NOTES: typical of the locality to achieve a 1 : 3 organic mixt. Soil in Tree Islands shall have at least 12? of suitable soil 1.) ATTACH GUY WRES TO CENTRAL LARGEST TRUNK. for tree plantings, and be void of any construction debris or unsuitable materials. 2.) SPACE STAKES EVENLY AROUND 1, AND OUTSIDE) ROOTBALL PIT SUCH THAT WIRES DO NOT COME IN CONTACT WITH OTHER TRUNKS. 17. Prior to any land clearing operations, temporary barriers shall be installed around all trees and all understory LAWN AREA PAVEMENT vegetation to remain within the limits of land clearing or construction and shall remain until the completion SOIL AND ROOT LAYER (TYPICAL) of work. The temporary barrier shall comply with the tree barrier detail as depicted on this sheet. TOPSOIL A?NSPECIFIED 1/2-ALLEL SEAN & 18. NO materials, trailers, equipment or chemicals shall be stored, operated, dumped buried or burned whithin the Tz PAVEMENT TO p p .-; protected areas. No attachment, wires (other than protective guy wires), signs or permits shall be attached • t...•,:: ,: ,,. :, Qo� to a protected tree. aI ROUGH GR .' p 19. When removing branches from protected trees to clear for construction or pruning to restore the natural shape of the tree, the guidelines in the National Arborist Association Pruning Standards for Shade Trees CULTIVATED SOIL and the American National Standards for Tree Care Operations (ANSI #Z133.1) shall be followed. Protected trees shall be pruned and fertilized as necessary to compensate for any loss of roots and to stimulate root STATE OF FLORIDA: LA 1260 UNDISTURBED SOIL TH�DRAWIN6ISANNISTRUMFNTOFSERVICEANDISTHEPROPEflTY NOTE. growth. Any damage to tree crowns or root systems shall be repaired immediately after damage occurs. NWHOLEONNPASSOCIATES MTHOINC.AND RSHALL SWRITTE PERMISIONO INSTALL SOD SUCH THAT TOP OF N WHOLE ON Ix PART WITHOUT THE EXPRESS WRITTEN PERMISSION of SOIL & ROOT LAYER IS LEVEL e.euRKEaassocuTESINC. WITH TOP OF PAVEMENT 20. Trees shall not be planted closer than ten (10) feet from other Trees unless approved by the County Administrator. DRAWN BY: CN SOD DETAIL Vegetation that exceeds twenty—five (25) feet in height at maturity should not be planted closer than fifteen (15) feet CHECKED BY: BB of the vertical plane of an existing power line, excluding service wires. 21 . Shrub lines are a to be planted at the required minimum height, not by container size. : ' the centerline of underground utilities. PLOT DATE:April 26, 2013 anted closer than 7.5 from 2 2. Trees shall not be I 9 P REVISIONS PLANTING BED NOTE: I All planting beds shall have 8" thick mulch coverage over fiber weed barrier submit sample. All planting areas shall have plastic or aluminum landscape edging. i I i SCALE: No Scale I PROJECT NO: 13-295 LS - 3 i SHEET NO: 3 of 3 GENERAL NOTES 1. Design Specifications 9. Plan Dimensions: AIldimensions in these plans ore measured in feet either horizontally or vertically A) FOOT Structures Manuoldoted January 2013 and subsequent Structures Design Bulletins. unless otherwise noted fewLANDMARK B) American Association of State Highway and Transportation Officials (AASHTO) Load and Direction of Stationing E ' `� G I , `� E E ' ` I ' " G � Resistance Factor (LRFD) Bridge.Design Specifications, 6th Edition (2012) and ollsubsequent interims. 10. Utilities: Locations of utilities shown in the plans are approximate. 1 300 RIVERPLACE BLVD. $TE 210 D) FDOT Plans Preparation Manual doted January 2013. C) FDOT Monuolof Uniform Minimum Standards for Design, Construction and Maintenance for 11. Screeding Deck Slabs Screed the riding surface of the Bridge Deck and Approach slobs to achieve Begin Bridge End Bridge JACKSONVILLE, FL 32207 Streets and Highways (Florida Greenbook doted May 2011). the Finish Grade Elevations shown in the plans. Account for the theoreticoldeflections due to self F.F.B.W. F.F.B.W. (904)396-3556 Fax(904)396-3506 weight, deck costing sequence, deck forming systems, construction loads, overlays and temporary shoring, v End Bent No. l 60'-0" End Bent No. 2 2. Construction Specifications etc. as required. �°a FL. CERT. OF AUTHORIZATION NO. 26926 Traffic Railing A) FOOT Standard Specifications for Rood and Bridge Construction, 2013 Edition and Supplements thereto. 30'-0" 30'-0" VENDOR NO. 204534742001 E Joint Spacing — 12. Joints In Concrete: Construction joints willbe permitted only at the locations indicated in the plans. = (Typ. Eo. Side) N �, yp DUANE R. MERRELL FL P.E. 36843 J. VerticalDatum: Alle/evotions are referenced from the North American Vertico/Dotum doted 1988 (NAVD 88). Additional construction joints or alterations to those shown shollrequire opprovolof the Engineer. o� an V-Groove f Both Faces ' and Top of Traffic Roiling Barrier (Index No. 420) 4. Environment Substructure — � I Superstructure Concrete Steel ! _ ----------------- ------------------------- L_ Slightly Slightly (Soil- pH 6.5) Moderately (Soil- pH 6.5) I -— - — - - — - —-— — — — 61 4B6 - "+ (T- Superstructure J -—- — - - —- - 5. Design Methodology Load and Resistance Factor Design (LRFD) method using strength, service and fatigue `O A I A ------------------------------- C Beam 1 limit states. ;,� I I t t I Construction PGL (Typ.) o90°00'00" 6. Design Loading: ~ A) Live Loods 90°00'00et Landing Canal Be m 2 +io�� (Tp.) Ove 1. HC-93 with Impact � B) Dead Loads p N 1- - - --------- ---------•41t m ---------------------------- 420 plf 1. Traffic Railing a - - ------- -- - -------- 2. Reinforced Concrete 150 pc/ o - -- .t `^ ______ _ ----------------- � � - -- -------- 3. Future Wearing Surface Design does not include on allowance for future wearing surface ' I 7 5B1 (Top) m a"' p P � � - ------- � 7 5B2(lBottom) 4. Utilities Design does not include on allowance for utility loads 7 5B2 !Bottom) N 0 4„ I t 131 581 ® 5"+ (To ) I 4" 7. Materials i cyn 122 581 ® 5%z"+ (Bottom( I .+ . .. A) Concrete a) I Beam 3 Min. 28-Day f MI Of L* - --------- ------- -- ----- -------------- ---------- - Class Compressive Strength (psi) Location - i 11 3400 Traffic Roiling `D ' I ----- - - ----- ----- -- - - - ---- -� o - ____----61 _4B6 ® 11 "+ lTo-)---------- I II (Bridge Deck) 4500 Bride Deck, Approach Slob IV 5500 C.I.P. Substructure I i V Special) 6000 Prestressed Concrete Piles NEW MAINTENANCE VI 8500 Prestressed Concrete Beam 1" Exp. Joint FACILITY B) Concrete Cover: (Index No. 21110) Notes 1 (Typ. Begin & End) PLAN C.I.P. Superstructure (Top of Deck) 2/" 1. For Section A-A, See Superstructure Details Sheet. FOR O n R C.I.P. Superstructure (Except Top of Deck) 2" C.I.P. Substructure (Cost Against Earth) 4" C.I.P. Substructure (Formed Surfaces) 3" ESTIMATED QUANTITIES ITEM UNIT QUANT Concrete cover dimensions shown in the plans do not include placement and fabrication tolerances unless QUANTITY FLEET LANDING Class /i Concrete (Substructure) CY ## shown as "minimum cover". See Specification 415 for allowable tolerances. AIldimensions pertaining to the Reinforcing Steel (Substructure) LB ## location of reinforcing steelore to centerline of bar except where clear dimension is noted to face of SUPERSTRUCTURE PLAN & FRAMING 18" Sq. Prestressed Concrete Piles LF ** concrete. Q Q Provide ;Y4" chamfers on ollexposed edges unless otherwise noted. MA 1 I'OI\T 1\D° CJ Reinforcing Steel Provide ASTM A615 Grade 60 con ventionalreinforcing steelin accordance with ATLANTIC BEACH, FL Specification 415. AIldimensions pertaining to the location of reinforcement ore to the center of bar except I where clear dimension is shown to the face of concrete. Reinforcement detail dimensions are out to out of bars. 8, Applied Finish: A Class 2 Surface Finish shollbe applied to exposed surfaces of end_bent wingwalls, bridge deck Construction & PGL coping and oll surfaces of railings. W I Over Fleet Landing Canal T Bridge 32'-10" (out-to-Out of Structure) i xl I o �m Conto41pP�int I i Coto/Po�t is located on the c I 16'-5" 16'-5' o a End roach Slob � edge of pavement of Fleet ml Be in prooch S/o�u v Match Exist. edge o I Landing Blvd. 95.14'from the „ to � I 1 -6 Traffic al -3 of Pavement I PovemeI I north east corner of the ' Roiling Elev. 13.57+ property at o beonn9 1 -6/p' 12'-0" 12'-0 e in Bride 5,-0" 9/" § i W. End Bent No. 1 ° �a Iq of S 85°03'39" E. Barrier Lane Lane Sidewalk Barrier lev. 13.23 a� End Brrd a : 9 °1 I'c I Traffic Roiling Barrier Bars 3R1 u Q, F.F.B.W. End Bent No. 2 I Bars 5P� 32" F-Shape (Typ.) /Bars 5P 0 6„ Sp- I- APRIL. 2013 I \ ® 8" sp. !Index No. 4201 (Pairs) �o Elev.v. 13.8 3 ® 8 ' sp. a � i I I j � , ` I PROJECT NO. 11252 42" Pedestrian/ to DESIGNED BY RAVI KANNAN, PE A Direction of Stationing_ Bors 5V Bors 5V ° Bicycle Railing �, ___ r- -i (Index No. 8251 "� __ a I r 1 I rri i ® 8" sp. ® 8" sp. ( N CHECKED BY DUANE R. MERRELL, PE I +�E_ i°� I I �+ i i rn I Bars 5S 8" Bridge N Bars 5S 4S I (Typ. Deck ar (Typ.) �YP ) SCALE Construction & PGL I�' I t• j Over Fleet Longing Canal E i I I I Q _ — (15.58')I �p I 1 I N No. Date Revision N N 69°50'31" E �t --- 1 I V Groo�e t 1 i1 Z -t90000 00" 1 I 90000 1 0„ o c v I 90°00'00' I 1 92°38'46' G) (Typ.) 3 4 i I i ( Slope: 0.01Ff./Ft. i i I I C I I � � � 5 I r i 34-484 ® 11 (Top( I 4-585 ® 8" (Typ.) a c I I I 13-585 ® 7%"+ 6-585 ® 10%"f (Bottom) (Overhang) i vl N o _, i I (Typ. Between Beams) (Typ. Over Beam) y _ la ml 3� ° V a X I (Bottom) (Bottom) �I V)) ti la i°, 11 1 4'-5" 2 Spaces ® 12'-0" = 24'-0" 4'-5" a o o Imo, Edge of Exist. I Florida Prestressed 1-36 Beams, Index No. 20036 i o) ,' Pavement �I Gq, I I I SECTION THRU DECK Includes %" sacrificial Wearing Surface THIS DRAWING NOT RELEASED FOR PLAN CONSTRUCTION UNLESS SO NOTED ABOVE. F.F.B.W. F.F.B.W. End Bride ESTIMATED QUANTITIES Begin Bridge End Bent No. 1 60'-0" End Bent No. 2 ControlPoint ITEM UNIT QUANTITY SHEET TITLE Spon Match Exist. edge Approach Slab of Pavement Approach Slob Varies Elev. 13.57+ Class II Concrete (Superstructure) CY x� ' Reinforcing Steel(Superstructure) LB S$ (15'-0" Mint Concrete Traffic Railing, Bride (32" F-Sha e) t LF 4t 20 T-6" Traffic Railin Elev. 13.83 7'-6., 20 Bride Deck Grooving & Planing *x SY xx Eiev. 13.23 (32" F-Shape), BRIDGE PLANS 15 �r Quantity includes Traffic Raring placed on Approach Slab 15 E J EJ___ ---- LEGEND 9$ Quantity includes Grooving & Planing on Approach Slob 10 I E E I 10 Approximate SPT Boring Location --- DHW U00 r J i Indicates removal P-10"± min. — y . 5 I I \�\Vert. Clearance =Eley. 7.7 i i 5 EJ Expansion Joint PZ22 Steel Sheet E Expansion Bearing 0 0 I I Exist. Ground I I Piles (Typ.) F Fixed Bearing Line hI 1,rL�18" Sq. Prestressed -5 PGL Profile Grade Line -5 - EL EVA TION Conc. Piles (Typ.) MVC Minimum VerticolCleoronce Elevation Shown Orawi� Along (� Const. 1 -10 PRELIMINARY — NOT FOR CONSTRUCTION NUMBER: F E36843, P.E. -10 !Profile Grade Line) l Of 3 DATE: -------- S H E E T wshowalter 5/13/2013 1:56:07 PM F:\00 Projects\12122 GN Fleet Landing Bridge\00000012122\struct\Structure an _ x _ gn i 6 X-0" 2 Spa. ® 3'-0" = 6'-O'l 5 Spa. 0 4'-2" = 20'-10„ 3'-0" _ Spacing of LANDMARK 2'-6" 6E6 Bars 2,_6„ ENGINEERING P-0" 1'-6" P-6/2" 1300 RIVERPLACE BLVD. STE 210 � Wing Cop & Win Co & C SfeelSheet Pile 9 P } � SfeelSheet Pil 7'_s-- JACKSONVILLE, FL 32207 -a $ Construction & PGL (904)396-3556 Fax(904)396-3506 3" 15-3R1 09 6" 3" LA A 1 Over Fleet Landing Conal B B (In Pairs) 7'-6^ FL. CERT. OF AUTHORIZATION NO. 26926 --'- VENDOR NO. 204534742001 PZ22 Stee/Sheet •� 3" 12-5P1 ® 75 " 3" Piles fTyp.) Begin Bridge F.F.B.W i° !Paired with SVIJ DUANE R. MERRELL, FL P.E. 36843 Cap End Bent No. 1 o h 5S2 For Barrier Wo Beori-n End Bridge F.F.B.W 5S10 g End Bent No. 2 �° ° Bors 5S3 Reinforcement See of Piles 90°00'00' o o o �0 4 yP ) 5S4 5S5 Transition Block Detail 9" 5„ FFBW � ° � v m � � 5S6 ° ° a) 5S7 5S8 • • • • • m o�u Approoc El. E N EL F - _ _ _ "? 0 4c Slob El. A EL A 5S9 Approach L J - -- - - �o —_L J - --_- - ----- - --- - - - _ N -- - - - —�"� �O - - - - - - - - - - - - - - - - - - - - - - - - - - �\I _ - - -- - - - - - - - - - - - - - - - - - - - - - - - - I - - -- - - - - -- - - - - _A `�a-� `�.._./ ,.._n-.dl O ��m-`� �,.�� a..J '�.-AI 1 � � i ` r - -I� e - 90 00'00„ C Steel Pile &yBeam ti I 90 0 I Sheet Pile 4"' ,� 8-5E8 ® 1'-0" IE.FJ 14" i i 4" 8-5E8 0 P-0" (E.F.) 4" No. l T J ® I I .r 2'-10" P-7" P-7' 8'-10" P-7" 1'-7" 8'-10" 1'-7" 1'-7" 2'-10„ , r — PedestalSpcg. � � to h 4'-5" 12'-0" 2'-10%" g'-I%., 4'-5" Pile & Bm. Spcg. i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Along FFBW EL D I - - - -� 41 32'-10' -- ---------------I ---- --------- -- - -- El. D i� PLAN End Bent No. 1 Shown I o O � (End n i N( �` Bent N o. 2 i H Opposite to and) i PP I ----I---- 7----Ti--i- --,--I- -, ,- -I--,-- 1-T----T--- ----I----� Sidewolk/Borrier Transition I I I I I 1I I I ¢? Construction & PGL I I I I I I I I Over Fleet Landing Canal El E EL E ELA i - - - - - -�Approoch Slob - - - - - - - - - El. B � � 6E6 fTyp.! E/• B C PZ22 Steel I 5E7 - - - - - - - - - J I I 5E7 I NEW MAINTENANCE ( I -- - - - :- - - - - - - - - - - - - - -- - - - /• A Sheet Pile I I S PZ22 Steel FACILITY N I I I I Sheet Pile 1'-2" � 31-5E3 ® 1'-0" (EF) +1 i 1'-8" FOR 4S2 (T Const. Jt. w� ELEVATIONS i E!. C YP• E/. C r E/. C i 3%„ 7-4 T3 ® 11,V8„+ / 7-4 T3 ® Il/ + 3/ i 5E2 fTyp. Permitted i 6" Min. i EL D 3 � i , Over Piles) 6'-6 - i El. D Between Piles) C5El i BENT A B C D E 1'-5" 1'-11" 1'-2" 1'-2" 1'-Il" 1'-5" 6'-6" i i End Bent 1 13.230 12.084 9.279 8.779 5.779 FLEET LANDING i o End Bent 2 13.830 12.684 9.879 9.379 6.379 i J I---I i- G--7 -T--7- _1---I---1---T-- i �� --I- -,---r--T-- ---�-- 1,- — -�T-- VIEW D-D VIEW E-E EL E i i i i i L e vel MAYPORT RD � Pile & � � Pile & ESTIMATED QUANTITIES • � � Pile & � Beam 0 i i Beam 0 18' Sq. Presfr—y Beam O ATLANTIC BEACH F Conc. Pile (Typ.) � 1 ITEM UNIT QUANTITY L Class IV Concrete (Substructure) Cy— 91 I �� ReinforcingSteel(Substructure) LB >t ar 4S1 YI Iv 18" Sq. Prestressed Concrete Pile LF ar�r f 3%" ® 1'-0" 10-4S1 ® P-0" fTyp. (Typ. Between Piles) End Bridge— Ove15'-0" Y i rhang! 1'-0„ 1'-0" 15'-0" Begin Bridge ELEVATION 7'-6" 7'-s" End Bent No. 1 Shown Edge of 1'_0„ Edge of (End Bent No. 2 Opposite Hand) Bent Cap :: k Bent Cap ,r � 2'-0" Lop l Top 3" 5-4C1 ® 8" 2'-6" Lap (Bottom) CA tA (Alt. Lop Location) ,_0„ F.F.B.W. N o i i 582 (Top DATE APRIL. 2013 o & Bottom) N - 1'-6%" El Pedestal PROJECT NO. 11252 Bars 3R1 2 -Bars 5P !L? Const. ° i i i i lL? Const. ° ® 6" sp" & PGL Over ° E 1 ° DESIGNED BY RAVI KANNAN. PE (Pairs) ® 8' sp. 4C2 Fleet Landin ° I O i i i & PGL Over o (� Bent Co g o ._ i i i i Fleet Landing ° ' O Conal ° 92 38 46" CHECKED BY DUANE R. MERRELL, PE o m 1.07 i i _ i i Conal m Varies Bars 5V - - - - - --- +1--- - - i -- - - i --- - - +�--- - -- -- SCALE �, 8„ sp X-2" Bars Approach Approach I iv 90°00'00" a � ; i i 90000,001, ® � N 4S Slob Slob Bars 5S VIEW f-f (Typical) a � c No. Date Revision (Typ.) (Typ ! _ Q i i i i a o vi Q � R: 5E9 o 2 5E8 i i i o i Jfio 3 '-0" 3'-6" N i i i , i o o 0 4 y 5E9 .!-U a� i i i 5 5E8 0 „ 1,_6„ 2,-0„ i N m o I 6E6 Bearing 4�� o o r8„ ip 4E4 FE I P B - Bent Co _4C2 F1 �- 2 E Spa. (Top) o 5E7 4S3 4S3 5E7 cn o .-2 Spa. ® 9�"+ = 1'-7%" 3" 16-5B1 ® 115 "+ (To of Slob) 3" q P P (E.F.) 5E7 5E7 (E.F.) 9 i - 15-5B1 ® 11;V = 13'-8" 3 Eq. Spo. (Bottom) W _ r.� I 3 Spo. cA 8%"i = 2'-2" 21-581 ® 8 "_+ (Bottom of Slob) 3" !Top of Slab) 3„ -1 0, 5E3 r I 20-561 ® 81V4"± = 13'-8" I I (Bottom of Slob) NY 5�.. �„ 5 „ o c 4„ 7,_6„ 8 7 �� " Chamfer !Typ.) ` THIS DRAWING NOT RELEASED FOR \ Y4" Chomfer fTyp•) 5E1 ° C `r PZ22 Steel v PZ22 Steel 4S2or 4C1 (E.f".1 � � 16'-15 '' CONSTRUCTION UNLESS SO NOTED PL AN VIEW ABOVE. Sheet Pile Sheet Pile _ W I •� , --I r -� � APPROACH SLAB GEOME TR Y 1 4„ 1 4" ti gL i I I N For Section A-A, see FOOT Standard Index No. 20910, Sheet 1. SHEET TITLE For Section B-B, Longitudinal Construction Joint Detail 1'-3" V_ ( I and approach Slob Details see FOOT Standard Index No. 20910, Sheet 2. 2'-6" 2,_6„ j Bent & f 18' �" Chomfer (Typ.) Sq. Pres tr. PZ22 Steel r r Concrete Piles C APPROACH SLAB ESTIMATED QUANTITIES BRIDGE PLANS Sheet Pile SECTION A-A SECTION B-B LOCATION REINFORCING CLASS II Note: 1 STEEL (Lbs.) CONCRETE (C.Y.) Quantities shown are for one Approach Slob and where applicable, Raised Sidewalks. quantities do not include Begin Bride Items placed on the slob such as Traffic Roiling, Pedestrian/Bicycle Railings or Traffic Separators. 9 9 2563 13:44 For Traffic Roiling, Pedestrian/Bic cle Roiling and Traffic Separator 1'-5" 0" '-1" -2" End Bridge 31e5 15:44 g Y 9 P quantifies see Bid Item List. 2'-3" 2'-3" 4'-6„ SECTION C-C PRELIMINARY NOT FOR CONSTRUCTION DUANE R. F ERRELL P.E. pre 2 of 3 DATE: -------- S H E E T wshowalter 5/13/2013 1:57:22 PM F:\00 Projects\12122 GN Fleet Landing Bridge\00000012122\struct\Structure an x . - - gn i � I • IIS i LANDMARK ENGINEERING i 1300 RIVERPLACE BLVD. STE 210 JACKSONVILLE, FL 32207 Typ. Exp. joint Deck Build-up Cantilever Deck ear (904)396-3556 Fax(904)396-3506 j (Lop w/ Deck Build-up Transverse Bar over FIB Flange) 2 -2 ' 9 Spa. ® 10 4 1 + - 7'-8" 2'-2 ESTIMATED BEARING PAD Table Date FL. CERT. OF AUTHORIZATION NO. 26926 ' Direction o/ Stotionir� QUANTITIES 07-01-09 VENDOR N0. 204534742001 20'-0" (Min.) 20'-0" (Min.) (7) 581 (Top) r(7) 582 (Bottom) DUANE RMERRELL FL P.E. 36843 Anchor Length Sheet Pile Sheet Pile- Anchor Length Bridge Deck 4B3 Lop over Beams PAD TYPE NUMBER QUANTITY 8'-7„ (WOIIA) (WO//B) . ,REQUIRED (CF) (Max.) 55'-4" 17'-107 „ �18 Slob Thickness 7'-2" Steel Sheet Pile Wall L ocotion ----- - - -- ------ -- D 6 1.69 5 (Min.) ' Min. c� edge of pavement of Fleet (Thickness Varies) Match bottom of (Typ) ContolPoint is located on the ml I �m Build-up o 'o x Landing Blvd. 95.14'from the north east corner of the o e POURED EXPANSION JOINT DATA TABLE I o°I o I FIB top flop g cn V � ContolPomt o 7Tbi note I-DI-Ds I property of o bearing 4 1 o I� t of S 85°03 39 E. Type D bearing ., o, o End roach Slob F.I.B. 36 F.I.B. 36 INDEX NO. 21110 of o I x ' pad (Typ ) LOCA T N DIM. A TOTAL DESIGN DIM. A ADJUSTMENT f IO til x i Bent Cap Pedestol(Typ.) ® 70° MOVEMENT PER 10°F k 1Ii4 Sheet Pil ' I I Sheet Pil I Begin -Bridge 1" 0.30" 0.02" IT (Wall A) (Wall B) I in ride End BLd e I I End Bridge 1" 0.30" 0.02" EndV. Bent o. 1 F.F.B. End Bent No. 2 - H I Note: 4 ow I I I I H Dim. "A" adjustment per 10'f shown is measured perpendiculars I I ,pe I 1 I v = I to C expansion joint. Work this table with Design Standards i I I m - - M PAR TIAL SECTION AT THICKENED SL AB END Index No. 21110. , v i +� 2 Construction & PGLDeck Slob Reinforcement not shown for clarify. #y160.007 - 115.58') -- �� II lit° - ll e,N 5031" E �•-�69 .2 - Z 0\ 00 00" 90°00'00' IcoI I UJ H I F.F.B.W. Strands debonded ' O- O a o N�oj I N x i o 4 I 4" 7 5B1 5" 15'-0" from end N C of ti� ;,� n N --PZ22 R 50 �Z22 GR 50� F� 9 46' i �'' I Approach Slob 4B4 of beam t NEW MAINTENANCE 00 ® .• Sheet ile Wall o �heet Pile Wall i °�° R� I 5B1 ® 5" w 00 I c ' _ I v NOTE: Work this sheet with Design Standards FACILITY o C I o Index Nos. 20010 and the applicable 60 U 3 I o' ' 3 5„ I � I 8" Slob Thickness � "Florida-i Beam Standard Details" Index. It ioil, I o I FOR X 5" Top Flange F, DIMENSION NOTES I 1 All longitudinal beam dimensions shown on this 18" Co c. 18 Conc. \-Ci Sheet Pil � � � � I I Sheet Pile & Build-Up sheet with a single asterisk (*) are measured x Piles w �, Io Piles I'+ I I I 3" 16 Spaces @ 2„ 3 y A) c o (WoIIB) I I along the centerline of beam. Dimension "R" is (Wall � � �{ � � � � �, x y I 9 m to TYPE(D 30 STRANDS calculated at mid-height of the beam. _ FLEET LANDING I �I o G ( o w, I� I I--Edge of Exist. I ** End beam bearing dimensions "J" and "K" are I STRAND DESCRIPTION: a, vl o Q x Pavement I - 4 ' 7 SB2 C� 4" FIB 36 Beam measured perpendicular to Bearing along the �I o I� i Use %Z' Diameter, Grade 270, Lo Lax Strands stressed Ix- I ( I bottom of the beam. 59'-2„ I 2'-6" at 31 kips each. Area per strand equals 0.153 sq. in. MAYPORT RD. 18" Conc. Pile Location (Mint All strands fully bonded unless otherwise noted. STRAND PATTERNS PLAN ATLANTIC BEACH, FL SECTION A-A WALL ELEVATIONS LEGEND FLORIDA-1 BEAM - TABLE OF BEAM VARIABLES Table vale 1-01-12 a LOCATION WALLA WALL B ■ denotes 18" Plumb Pile LOCATION CONC TE PROPERTIES PLAN VIEW END OF BEAM & BEARING DIMENSIONS ** REINFORCING STEEL _ _ Cut-Off 6.78 7.38 BEAM STND END BEAM Ti -15.00 -15.00 ® STRENGTHS CASE * NO. OF SPACES SP. BARS I I denotes 18" Test Pile PAN BEAM PTRN ELEV. ANGLE 0 DIM DIM DIMENSIONS 3C1 3C2 3D1 3D2 3D3 4MI 4M2 4M3 5K TYPE CLASS (psi) END END DIM K1 DIM K2 BARS 5K 5K NO. NO. TYPE OND P J 28 Day Release 1 2 END 1 END 2 DIM L DIM R C C A 8 A B NO. D D NO. NO. 51 52 S3 54 VI 1 1 3 VI 4 8500 6000 1 1 1 1 90 90 0 9" 11" 11" 59'-2" 0.5" 1'SKi" 1'-5Y2' 81'Z" 1'-3" 8Yi" 1'-3" 33 3'-8" 3'-8" 51 30 10 10 5 5 6" 1: MARK LENGTH NO TYP STY B C D E F H J K N 0 SIZE DES FT IN BARS BAR JAIG FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR FT IN FR NO ANGWt LOCATION SUPERSTRUCTURE NO. REQUIRED = 1tt 5 BI 32- 4 265 1 32- 4 5 B2 28- 9 14 16 0- 5 3- 8 7- 8 3- 8 3- 8 28- 0 4 83 5- 3 40 25 0- 9 2- 3 0- 9 0- 9 0- 7 0- 7 4 84 59- 8 34 1 59- 8 DATE APRIL. 2013 5 B5 59- 8 49 1 59- 8 Direction of Stotioning� PROJECT N0. 11252 4 B6 10- 5 122 1 10- 5 LOCATION APPROACH SLAB BEGIN NO. REQUIRED = I DESIGNED BY RAVI KANNAN, PE 5 Al 14- 6 25 1 14- 6 _ 15'-0" - CHECKED BY DUANE R. MERRELL, PE EL. 13.155 EL. 13.230 EL. 13.530 EL. 13.830 EL. 13.761 8 A2 14- 6 33 I 14- 6 PILE DATA TABLE - - SCALE Table Date 7-01-07 k �. �. 5 81 23- 6 37 1 23- 6 L OCA TION APPROACH SLAB END NO. REQUIRED = I DESIGN CRI TERI A PIL E CU T-OFF EL E VA TIONS EL. 13.080 ----- 1 -1-------------------------- --------------------------I-- r----- EL. 13.693 No. Date Revision i I I I 5 A3 17- 8 25 41 9- 8 8-0 2- 0 1 _ __ I - --------- -- ---------- ------------------------1-- I End Approach Slab o 2 8 A4 18- 2 33 41 10- 8 7- 6 2- 6 1 o I I Beam 1 I I i 5 B2 26- 8 35 1 23- 6 10- 2 2- 0 PIER ,DILE NOMINAL MINIMUM TEST FACTORED N I I I N or BEARING TIP PILE DESIGN Be in Approach Slab IBe in Bride End Brid e I 3 5 B3 25- 6 4 41 8- 0 17- 6 2- 0 1 :SIZE 87021'14" 4 BENT RESISTANCE ELEVATION LENGTH LOAD ALL PILES I I I I NUMBER (in.) (tons) (ft.) (ft.) (tons) 90°00'00" I (Ll Construction & PGL 90°00'00" 5 EL. 13.230 EL. 13.530 EL. 13.830 - EL_. 13.080 I I - - Beam 2 - Over Fleet Landing Canal - - I - o End Bent - I N 69°50'31" E I EL. 13.560 �r LOCATION END BENT N0. REQUIRED = 2 No. 1 18 230 -58.0 80 150 6.78 o N i -4--------- --------------- -------------------------1-- 1 N o iI 1------ -- -------- - --- - - -- -- - --- ---- -I- I 15'-67 End Bent 18 230 -50.0 72 150 7.38 N i N -----------------------------------------I-- _ 5 EI 32- 4 10 1 32- 4 No. 2 i - I o 5 E2 10- 0 4 1 10- 0 it I 1 I 11 04 5 E3 4- 2 62 1 4- 2 ^ 1 1 5 E4 32- 4 8 1 32- 4 1 1 1 1 Factored Design Load I 1 I 1 6 E6 2- 6 8 1 2- 6 S Nominal Bearing Resistance EL. 13.230 I 1 EL. 13.530 I IEL. 13.830 5 E7 10- 6 16 1 10- 6 0 EL. 13.080 Beam 3 I EL. 13.427 5 E8 5- 4 32 1 5- 4 EL. 13.155 - --------- ------ -------- -------------------------- -- EL. 13.643 - PILE INSTALLATION NOTES a 60 -- - -- ----- - - -- - -- --- - 5 E9 6 0 20 I \ 3 RI 5- 3 60 37 3-10 0- 3 0- 4 1/2 0- 9 �- ------ -------�- Contractor to verifylocation of allutilities prior to an pile drivin -------- ----------L- ----------- 1 - ------ ------------- THIS DRAWING NOT RELEASED FOR I I 4 SI 7- 2 16 1 7- 2 P y P 9• � EL. 13.155 ----_J j �-- L_---- EL. 13.615 � ' 5 S2 1- 3 8 1 1- 2 1/2 Minimum Tip Elevation is required for laterolstobility. --- CONSTRUCTION UNLESS SO NOTED 5 S3 2- 5 8 1 2- 5 ABOVE. 5 S4 3- 6 8 1 3- 6 All test piles shollbe dynamically load tested in accordance with EL. 13.230 EL. 13.530 EL. 13.830 5 S5 3-11 8 1 3-11 FDOT Standard Specifications Section 455. 7'-6" 7'-6" SHEET TITLE 5 S6 5- 0 8 1 5- 0 (Typ) (Typ.) 5 S7 6-10 8 1 6-10 Required preforming is not anticipated /or project. 15'-0" 30'-0" 30'-0" 5 S8 7- 6 8 1 7- 6 5 S9 9- 2 8 1 9- 2 At each Bent, pile driving is to commence of the center o/ the Bent I 4 TI 13- 6 28 8 4- 0 2- 5 2- 3 2- 4 1/2 2- 5 and proceed outward. c 4 T2 8-10 3 11 4- 0 2- 5 2- 5 Drive test piles in position of a permanent plumb pile located as FINISH GRADE ELEVATIONS BRIDGE PLANS 4 T3 6-10 14 11 2- 0 2- 5 2- 5 directed by the Engineer. Test pile lengths are indicated in the pile 5 PI VARY 12 19 2- 5 0- 0 0- 3 0- 3 3/4 2- 5 0- 5 112 data table. 3- 7 0 19 0 6 0- 0 0- 1 0- 3 3/4 0- 6 0- 1 ONE BAR REQUIRED FOR EACH LENGTH Pre--planned splices shallnot be used unless prior authorization is 5 VI VARY 12 25 0- 8 0- 9 0-11 1/2 0-10 2- 4 obtained from the Engineer. 3-11 0 25 0- 0 0- 9 0- 0 0-10 1- 1 Alipile driving operations should be administered in accordance with ONE BAR REQUIRED FOR EACH LENGTH FDOT Standard Specification Section 455. END OF LIST I i 1 I DUANER. M R P.E. PRELIMINARY - NOT FOR CONSTRUCTION NUMBER: FL36843 3 Of 3 DATE: -------- S H E E T !II wshowalter 5/13/2013 1:59:00 PM F:\00 Projects\12122 GN Fleet Landing Bridge\00000012122\struct\Structure an _ x _6N.dgn SII :, I CID I i ICL CID W co E FACILITY INTENANC1P01 li I., , '. ,+ „r f"I'F R,�i�; � � "I I I v E,�:'.. t :. . ,..,,."" T•� .,rya v p +��'rf� �^�2i ^�' .^� •u°'° `-' ,>*° ��' LL NEW MA of LL 9 a t I y1"Ey3' ?}�`�I h �a', ^ •o a.! Y' \.J 1 I O- a FOR V � Via.:. rrrr€r€ee MAYPORT ROAD 4 P , I r♦ Y II aY N M i r , S..y t�pxv}.Tr��✓<{� �,' v rv�t{� i Pte,: I », ,. ..I ,'u!h .r:N^t F' -' ° 'a,'t- y." . , IXiV'f ,i ��.'. ;e:.. y. ,,:,•...rlr it I �.., �I, I I i e I Puft ie ATLANT UVAL COUNTY , LORIDA k , PROJE INDEX OF DRAWINGS- SHEET NO. TITLE 6 ------------ SURVEY (2 SHEETS) 1 ------------ GENERAL GENERAL PROJECT I DEMOLITION, PRE—DEV., & E.C. PLAN Y 3 ------------ GEOMETRY PLAN GENERAL I , 4 ------------ PAVING, GRADING & DRAINAGE PLAN City Development Number N/A Concurrency Application Number N/A 5 ------------ WATER & SEWER PLAN Property Appraiser Number (RE #) (169398-0100 ) Zoning Designation CG I 6 ------------ PAVING & DRAINAGE DETAILS PUD Ordinance Number N/A FIRM - Commtrrrity Panel N/A 7 ------------ WATER & SEWER DETAILS �° 120077-0231E Flood Zones (�n�aw m Plans) Base Flood Elev., (Show in Plans) 9.0 (NAVD) 8 ------------ EROSION CONTROL DETAILS Vertical Datum used for Project NGVD 1929 y. s W&S Availability Number N/A ;» k SUBDIVISION { t -' TR 1------------ TREE REMOVAL PLAN PSD Number XXXXXxxx / NA City / Private / NA . C City or Private Inspection � LS 1 ------------ LANDSCAPE PLAN N Public or Private Roads Public / Private / NA LS2____________ ! Subdivision ("911") Disk Provided? Yes / No / NA M LANDSCAPE DETAILS AND NOTES z B- 1----------- BRIDGE PLAN ( 1 OF 3) NON-SUBDIVISION LL- North American Industry W B-2----------- BRIDGE PLAN2 OF 3 W J O ( ) Classification System (NAILS) 811412 Impervious Are54 450 s ft. pa (Sq. Ft.) � q• B-3----------- BRIDGE PLAN (3 OF 3) Im Q Z > 4 (A w � VICINITY MAP z NTS OHO _ Cleo ENG INE E R _ � O NEVIN-AND ASSOCIATES U T I L I TY WO RK/ �' GOODSON cC CD C) APPLICANT/ w I Consulting Engineers AUTHOR 1 TY(\/VB�S ) (JOHN NEVIN, P.E.) DE�/ EL_ OPER = MC 10175 FORTUNE PARKWAY SUITE 403* JACKSONVILLE * FLORIDA * 32256 FLEET LANDING CITY OF ATLANTIC BEACH = ' 1200 SANDPIPER LANE Cl z Cn (OFFICE) (904) 519-7770 ONE FLEET LANDING BLVD. ATLANTIC BEACH, FL32233 ATLANTIC BEACH, FL 32233 - W � W (FAX) (904) 519-7776 t (OFFICE) (904) 247 5834 (OFFICE) (904) 246-9900 " Q ARCHITECT _ or AN [D �S C�-^ P' F= RCH ITECT/ ti ARCHITECTSq< BRIAN BURKE, PA NOELKER & HULL ASSOCIATES, INC. 30 WEST KING STREET GNA PROJECT NUMBER 11267 0 w LO (BRIAN BURKE ,LA) CHAMBERSBURG, PA 17201 1015 ATLANTIC BLVD., SUITE 323* ATLANTIC BEACH * FLORIDA * 32233 OFFICE 717 263-8464 (OFFICE) ) � � � (OFFICE) (904) 270-0751 GNA ENGINEERING BUSINESS # 26306 0 . . O VV N E R/ JUNE, 2013 � z ' GEN ERAL_ 0 � o CO NTFRACTO R CONTROL_ L_ EFR : O _ FLEET LANDING ti FLEET LANDING ONE FLEET LANDING BLVD. REG 54666 C=) ONE FLEET LANDING BLVD. ATLANTIC BEACH, FL 32233 ATLANTIC BEACH, FL 32233 (OFFICE) (904) 246-9900 (OFFICE) (904) 246-9900 R LIST OF DRAWINGS: CS0.1 COVER SHEET fyLu %Z Arik CIVIL \ _ ,ti ;FF: SHEET 1 GENERAL NOTES i SHEET 2 DEMOLITION PLAN = _ SHEET 3 GEOMETRY PLAN _ D SHEET 4 PAVING,GRADING&DRAINAGE PLAN I SHEET 5 WATER&SEWER PLAN 44 SHEET 6 PAVING&DRAINAGE DETAILS By Zp�3 (� SHEET 7 WATER&SEWER DETAILS c: Nr w NEW MAI TE1I`II`I`N A CE FACILITY AT FLEE]r LANDING SHEET 8 WATER&SEWER DETAILS ' ET LA NDI .N' G BLVD • SHEET 9 EROSION CONTROL DETAILS C c rn ' SHEET 10 BRIDGE PLANS .6-5 .0 o SHEET 11 BRIDGE PLANS L t t O •O : Q TR-1 TREE PROTECTION AND REMOVAL PLAN (n N VICINITY 7AP. I-S-1 LANDSCAPE PLAN ` o • cn C M + 2 c0 LS-2 PLANTING NOTES&DETAILS � o �i� , fMIwwIIq°Illh[IuV IVIJIIIIIII°"118JJ+u+i ARCHITECTURAL T� •� rim is g t '. 1-L N CA0.1 CODE ANALYSIS PLAN 04 N Al.l FIRST FLOOR PLAN AND FIRST FLOOR REFLECTED CEILNG PLAN a") a co o II , � A1.2 ROOF PLAN AND DETAILS � (gip Ralllil I r Il lrtisrrl f', E A3,1 DOOR,WINDOW,AND FINISH SCHEDULES AND ELEVATIONS L. + W l I Silhl ,' t� I W%BeRcha �iIl �I�I CIVIL ENGINEER ARCHITECT: STRUCTURAL ENGINEER a� "tl =I A3.2 DOOR AND WINDOW DETAILS e pl wllw klt°isl " A4.1 EXTERIOR ELEVATIONS U �I 4t t Iwlw,"� GOODSON NEVIN& INC. NOELKER & HULL ASSOCIATES INC. ATLANTIC ENGINEERING SERVICES zcnn � �tz;f ^I ASSOC, I A4.2 BUILDING SECTIONS O U n 10175 FORTUNE PARKWAY SUITE 403 30 WEST KING STREET 6501 ARLINGTON EXPRESSWAY BUILDING B " III lkls ��n„ �t tl't I'�gllllllll�lll I , L 3 mFawInc,k., fwd GII o 1 d t IIt�II"tl II A4.3 BUILDING SECTIONS z Q e� �` II µ JACKSONVILLE, FL 32256 C11AMBERSBURG, PA 17201 JACKSONVILLE, FL 32211 s 51 µ $ 19iF1.15f yr° m^ au t~ra san Ga,xa+ v M1'� I VIII � 'I` ' "IIriII I,Y{w PH 904-519-7770 PH 717-263-8464 PH 904-743-4633 ATI WALL SECTIONS /1 A7.1 ENLARGED PLANS AND ELEVATIONS ( / !V" `. q FAX 904 725 9295 � � $� � (FAX) 904-519-7776 (FAX) 717-263-6031 ( ) - - ,� STRUCTURAL 'I 4* Ik 're m' J lglul I xCa& lumwlnl N rllq ^' ° x�+ p ,a+I�uMIu41IIPll�li €.e'' IIi9Wl x e°A. ea aii Y wII In�IIJ II Y190� lug S001 GENERAL NOTES I�llgl b rtr Irl r~, y II II m V Im st aNdly�i k° 4p�lll1„u Id. IhltiVl�iMl 11 iPIIV Ta ` Gorr Se ry�r"Iudre�Iqu41 V S002 COMPONENTS AND CLADDING S101 FOUNDATION AND FRAMING PLAN CAMPUS �: MEP ENGINEER FIRE PROTECTION ENGINEER S201 SECTIONS ECTIONS SIMES & ROSCH ENGINEERING NEPTUNE FIRE PROTECTION ENG. LLC S501 TRP CAL DETAILS Q M s ,w.,r„ r,r=. 3020 HARTLEYROAD, SUITE 100 60 OCEAN BOULEVARD, SUITE 15 S502 TYPICAL DETAILS N JACKSONVILLE, FL 32257 ATLANTIC BEACH, FL 32233 sso3 TYPICAL DETAILS N rt M (PH) 904-260-3031 (PH) 904-652-4200 g � MECHANICAL Sell d� (FAX) 904-269-9273 (FAX) 904-212-0868 M1.1 MECHANICAL LEGEND&GENERAL NOTES � �^ M1.2 MECHANICAL SCHEDULESIK H M2.1 FLOOR PLAN MECHANICAL F� U t M3.1 MECHANICAL DETAILS w =�d' � 6. {1: N14s 4 rya- PLUMBING P1.1 PLUMBING SCHEDULE,LEGEND&GENERAL NOTES �--1 * Mr,Y�i p,91 r,XR A P2.1 SANITARY PLAN,RISER&DETAILS „ta,,., r„.ray P2.2 WATER PLAN&DETAILS l oak f a soo rt e 4 FIRE PROTECTION 2°° ` s SHEET SYMBOLS: MATEl�'IAL PATTERNS: FP1.1 NOTES AND SITE PLAN W A SAMPLEFP1.2 FP HAZARD CLASSIFICATION too ROOMNUMBER A-I DETAIL KEY EARTH ® STEEL 1O° DOOR jVARK yffi GRAVEL ROUGH WOOD OR BLOCKING ELECTRICAL I I BUILDINGSECTIONKEYOR �i -- PARTITION TYPE A-I WALL SECTION KEY �' , CONCRETE ® CONTINUOUS WOOD BLOCKING EIA ELECTRICAL LEGEND&GENERAL NOTES Z [� TOILETACCESSORY A GROUT MORTAR,CEMENT FINISHED WOOD E2.1 ELECTRICAL SITE PLAN GENERAL NOTES: city �f Aii�. �-— WINDOW DETAILING D I B INTERIORAND EXTERIOR CONCRETE BLOCK ® BATT INSULATION E3.1 LIGATING PLAN-MAINT BLDG Planning and Zoning ue A4.1 ELEVATIONKEY I. ALL DIMENSIONS ARE TAKEN FROM THE FAGS OF STUDS, AND FAGS OF GMU UNLESS ""' WINDOW TYPE E4.1 POWER PLAN-MAINT BLDG This aprir�vaw ven(r�o 11 s �� ; c ® FACE BRICK ® ACOUSTICAL TILE rionwnga Y ', iin n o NOTED OTHERWI5E. O CONTROL OR P 5-I STOREFRONT TYPE E5.1 ELECTRICAL SCHEDULES -4'v P I r m q''t� �n hilt �r TTI N5 AND REPORT ANY -4r'.01rv� th f n�•:''�' FACE STONE RIGID INSULATION ,j, (- c Riw ",�� Co,,, nd = i e . , z �1 2. CONTRACTOR TO VERIFY ALL DIMEN51ON5 4 GOND 0 WINDOW E6.1 POWER RISER DIAGRAM + + der. nrmli w D15CREPANCIE5 TO ARCHITECT PRIOR TO THE BEGINNING OF CONSTRUCTION. Q REvrsION ® PLYWOOD n F lrc f c a e to t,E r+ 3, DRAWI NG5 ARE NOT TO BE SCALED. APPLIANCE TYPE E7.1 ELECTRICAL DETAILS c �� `�u fir. Jfffual prior to inE ,�sUQ} �� e :. 10o OCCUPANT COUNT Bu id;n " r r it. l 8 DEMOLMONNOTE E7.2 ELECTRICAL DETAILS Approved B h+� �-- COLUMNBUBBLE O OCCUPANT LOAD FAM FIRE ALARM PLAN-MAINT BLDG Date: LIST OF ABBREVM TIONS: d AND GAB CA13INET E EAST FTG FOOTING LAM LAMINATE PG PLUMBING CONTRACTOR 55 5TAINLE-55 STEEL VENT VENTILATED L ANGLE GB CATCH BA51N EA EACH FURR FURRING LAV LAVATORY FROST PRE-CAST 5TA STATION VERT VERTICLE REVIEWED n�N +��- ® AT GGT CUBICLE CURTAIN TRACK EG ELECTRICAL CONTRACTOR FUT FUTURE LKR LOOKER PL PLATE 5TO STANDARD VEST VE5TIBULE jacksonvilie Fire Prevention �'-"' REVISIONDATE CENTERLINE GEM GEMENT ELEV ELEVATION LT LIGHT PLA5T PLASTER 5TL STEEL V6WB VINYL COATED 6YMM BOARD 0 DIAMETER OR ROUND GI CAST IRON ELEC ELECTRICAL &A GAUGE PLYHD PLYWOOD 5TRL 5TRUGTURAL # POUND OR NUMBER GJ CONTROL JOINT EMER EMERGENCY &A GALVANIZED MAX MAXIMUM PR PAIR 5U5P SUSPENDED W WEST MAY 2 9 2013 CMD CLO CEILING ENOL ENCL05URE GC GENERAL CONTRACTOR MG MECHANICAL CONTRACTOR PRT PRESSURE TREATED 5YM SYMMETRICAL H/ WITH � AGOU5 AGOU5TICAL OLKG CAULKING EQ EQUAL &L 6LA55 MED. GAB. MEDICINE CABINET PT POINT 5Y5 SYSTEM WG HATER CLOSET NO EXCEPTIONS AD AREA DRAIN CLO CLOSET EQUIP EQUIPMENT 6ND &ROUND MEGH MECHANICAL WD WOOD ❑ EXCEPTIONS N "R7 ISSUE DATE ADJ ADJUSTABLE GLR CLEAR ES EXF05ED STRUCTURE 6R 6RADE MEMB MEMBRANE R R15ER T TREAD H6 HIRED 6LA55 "'S: AFF ABOVE FIN15HED FLOOR GMU CONCRETE MASONRY UNIT ETR EXI5TIN6 TO REMAIN GYP 6YP5UM MTL METAL R t 5 ROD 4 SHELF TOG TOP OF CURB W/0 WITHOUT SHEET# ALUM ALUMINUM CNTR COUNTER EX EXI5TIN& MFGR MANUFACTURE RAD RADIUS TEL TELEPHONE H50T WAIN500T 23 MAY 2013 APPROX APPROXIMATE COL COLUMN EXP EXPANSION HB H05E BIB MH MANHOLE RD ROOF DRAIN TOF TOP OF FOOTIN6 WT HEIGHT A5B ASBESTOS GONG CONCRETE EXT EXTERIOR HG HOLLOW GORE MIN MINIMUM RECPT RECEPTACLE T46 TON6UE d GROOVE WWF NELDED WIRE FABRIC _ ASP ASPHALT CONN CONNECTION ENC ELECTRIC HATER COOLER HDGP HANDICAP MIR MIRROR REF REFRIGERATOR THK THICK �/ DRAWING TITLE CON5TR CONSTRUCTION HDWD HARDWOOD M156 MISCELLANEOUS REINF REINFORCED TO TOP OF R E m V E D BOG BOTTOM OF CURB CONT CONTINUOUS FO FLOOR DRAIN HM HOLLOW METAL MO MASONRY OPENING REQ REQUIRED TOW TOP OF WALL BD BOARD CORR CORRIDOR FON FOUNDATION H6T HEI6HT MR MOISTURE RE515TANT RM ROOM TP TOP OF PAVEMENT Date By COVER SHEET I XT►N6UI5HER HOR HORIZONTAL MTD MOUNTED RO ROUGH OPENING TP6 TENmEfiiFD PLATE 6LA55 BOF BOTTOM OF FOOTING GY CUBIC YARD FE FRE E BITUM BITUMINOUS FEC FIRE EXTINGUISHER CABINET MUL MULLION TV TELEVISION BLDG BUILDING DBL DOUBLE FHG FIRE H05E CABINET ID IN51M DIAMETER 5 SOUTH THF THRU HALL FLA5HIN6 a.m COMMISSIONNO. A HO OW METAL N NORTH 50 SEALED CONCRETE TYP TYPICAL FINI IHM INSULATED LL SLK BLOCK OF DRINKING FOUNTAIN FIN 5H ` BM BEAM DET DETAIL FL FLOOR IN5UL INSULATION NIG NOT IN CONTRACT SOHO SCHEDULE C.�r _L d- BOT BOTTOM DIA DIAMETER FLOUR FLOLIRE50ENT INT INTERIOR NO NUMBER SECT SECTION UG UNDERCUT E:3 ; REVIEWED FOR CODE COMPLIANCX 12154 ` — BR& BEARING DIM DIMEN51ON FO FACE OF INV INVERT NOM NOMINAL 5H SHELF UD UNIT DIMEN51ON BRK BRICK D15F D15PEN5ER FR FIRE RATING ITP& IN5ULATED TEMPERED PLATE 6LA55 NT5 NOT TO SCALE 5HHR 5HOhER UNF UNFINISHED 4 J CITY OF ATLANTIC gFACH m B/W BETWEEN ON DOWN FR65 FIRE RATED 6LAZIN6 SYSTEM 5HT SHEET UON UNLESS OTHERWISE NOTED SEE PERMITS FOR ADDITIONAL SHEET NUMBER O OR DOOR FRT FIRE RETARDANT TREATED JAN JANITOR OG ON CENTER SIM 51MILAR UR URINAL REQUIREMENTS AND CdNDI1TONS. (V D5 OOWN5POUT FT FOOT OR FEET JT JOINT OD OUT51M DIAMETER SPEC SPECIFICATIONS y�ON& DRAWING OPN& OPENING 5Q SQUARE REVIEWED BY: '\ DATE: '�/ l CSOAATLA ' TIC BEACI I FL 32233 KIT KITCHEN OFF OFF051TE 5R 5HE-ET RUBBER COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. CODE ANALY515 SUMMARY PROJECT: _ NEW MAINTENANCE FACILITY AT FLEET LANDING z cr I FLEET LANDING BOULEVARD w ATLANTIC BEACH, FL 32233 , � CITY OF ATLANTIC BEACH DUVAL COUNTY _ APPLICABLE CODES: AREA F 2010 FLORIDA BUILDING CODE 2010 FLORIDA PLUMBIN6 CODE BUILDING AREA (GROSS 50. FT) ��'' 2010 FLORIDA FUEL 6A5 CODE CONDITIONED SPACE 2,467 s.f. 2010 FLORIDA MECHANICAL CODE UNCONDITIONED SPACE 3,198 S.P. 200& NATIONAL ELECTRICAL CODE 2010 FLORIDA FIRE PREVENTION CODE COVERED PORCH 1,302 s.f. (� 2006 NFPA 101 CODE LIFE SAFETY CODE (WITH FLORIDA TOTAL OR055 AREA = 6,967 s.f. MODIFICATIONS) 2010 GUIDELINES FOR THE DE51ON AND CONSTRUCTION .. OF HEALTH CARE FACILITIES c o rn C r-- �+ O N (u N `� o N — aCD U5E OROIF MATRIX: 0 .ocn L O FBG 2010 NFPA 101 MAINTENANCE BUILDING B (BU51NE55) BU51NE55 OCCUPANCY + F (D MIXED OCCUPANCIES 5-2 (LOW HAZARD STORAGE) STORAGE OCCUPANCY cy) C3 C GONSTRUGTI ON TYPE MATRIX: _ cu FBG 2010 NFPA 101 d L N , MAINTENANCE BUILDING V-13V (000) a 9 FULLY SPRINKLERED (NFPA 15) FULLY SPRINKLERED (NFPA 13) N cu LoClImA Cl a co + E C4 DOOR WIDTH (FBG 1005.1) HE I C HT ANNA L."I'515: L 6X .2 = 1.2" (D 2 + + (32" MIN. FBG I005.1) FBG 2004 v (36" PROVIDED) a) ALLOWABLE #OF STORIES/ ALLOWABLE O V n HEIGHT ATLANTIC BEACH ALLOWABLE HEIGHT ACTUAL #OF STORIES/ACTUAL HEIGHT Q 3 It MAINTENANCE BUILDING 2 STORIES / 40'-0" 55'-0" 1 STORIES / 17'-6 5/8" INK. 124 I b Y — BU I LD I N5 AREA ANALYSIS (NONSEPARATED USES) MECHANIC'S AREA TABULAR FRONTAGE SPRINKLER ADJUSTED ALLOW. ACTUAL BLDG. AREA ALLOWANCE ALLOWANCE ALLOWANCE 123 PER FLOOR (LARGEST FLOOR) MAINTENANCE BUILDING 9,000 s.f. NOT USED 18,000 s.f. 27,000 s.f. 6,792 s.f. RECEIVING / APPLIANCE 5TORA6E MAXIMUM ALLOWABLE AREA FOR NON5EPARATED USES BASED ON 125 EIRE RESISTANCE 5GHEDULE "B" OCCUPANCY (MOST RESTRICTIVE) FBG NFPA 101 M — 1,060 sf - F 2010 2006 REMARKS CV 300 4 1,416 sf = � N DOOR WIDTH (FBG 1005.1) 300 STRUCTURAL FRAME 0 HOUR 0 HOUR I X .2 = 1.4° (32" MIN. FBG 1008.1) MACHINE / EXTERIOR BEARING WALLS O HOUR O HOUR (36" PROVIDED) REPAIR SHOP 122 EXTERIOR WALLS 0 HOUR 0 HOUR (tel Axl lo-4 INTERIOR BEARING WALLS 0 HOUR 0 HOUR _ W COVERED PORCH ACCE551BLE z0 NON BEARING WALLS 0 HOUR 0 HOUR ENTRANCE OPEN U 5TORAGE FLOOR CONSTRUCTION 0 HOUR 0 HOUR Fri H 121 ROOF CONSTRUCTION 0 HOUR 0 HOUR V FIRE BARRIERS (shoftssstoirs) I HOUR I HOUR I HR OPN'G. I HR OPN'G. REQUIRED FOR 3 STORIES OR LE55 v i o ELEG. I HOUR I HOUR PANEL FIRE BARRIERS (incidentsl accessory occ.) 2 . . FBG TABLE 5085 FE 3/4 HR OPN G. 3/4 HR OPN G. zE,T�� ^ FIRE PARTITIONS (corridors) 0 HOUR 0 HOUR SPRINKLERED BUILDING W • W w s FAGP TELA: BD. A llq I l 502 sf 300 = _ 13 PAINT EQUIP. 2a0 sf = T ti 5TORAOE 100 �J HURRICANE In Z } STORAGE 120 � Q WALL RATING KEY "A" OCCUPANCY WITH LE55 THAN 50 OCCUPANTS. GLA551FY A5 "B" _ WOODWORKING WALL RATIN& LINETYPE OCCUPANCY (FBG 303.1,EX. #I) �AI T STORFE pLE� 114 93 0 HR SMOKE PARTITION OH5P [� ue STOR. I/2 HR FIRE PARTITION I/2HFP ^� — 116 4�' [ IHR BEARING WALL iHBW —11(1—i I HR FIRE PARTITION !HFP M _ u I HR SMOKE BARRIER IH5B l M>141 sf - ° � �� IHR EXTERIOR WALL THEW s 15 �/ rt_ I J 1b5 sf = 2 HR FIRE BARRIER 2HFB -- - - 15 II 2 HR FIRE WALL 2HFW NF. ROOM L 10 3 HR FIRE WALL 3HFW BREAK R00 loe VTOiii lls r III 112 �^ ACCESSIBLE MEANS LRELOBBY _._i "A" OCCUPANCY WITH LESS THAN OF EGRE55 ii CORRIDOR 50 OCCUPANTS. CLASSIFY A5 "B" REWSIONDATE za OCCUPANCY (FBG 303.1,EX. #1) FEC - OCCUPANT LOAD KEY RM. AREA ACCESSIBLEENTRANCEONE EXIT REQUIRED PER FSG TABLE 10212ISSUE DATE EA _ �_— �_ ! I I WITH MAX. 4Q OCCUPANTS AND MAX. 15'DOOR WIDTH (FBG 1005.1) TRAVEL DISTANCE (B OCCUPANCY). 1O0sf 100 BGG.OFFICE OFFICE OFFICE OFFICE AD OFFICE 23 MAY 213 24 X .2 = 4.8" l03 104 ] los lob Irn OCG. LOAD (3211 MIN. FBG 1008.1) — L PER IBC (36 PROVIDED) TABLE 1004.1.1 DRAWING TITLE 0 HR EXTERIOR WALL RATING 45% EXTERIOR WALL OPENINGS CODE ANALYSIS PLAN BASED ON SEPARATION ALLOWED (FSG TABLE 105.8), DISTANCE (FBG TABLE 602) 1% OPENIN65 PROVIDED. C _ PROPERTY LINE OMMISSIONNO. 12154 m O SHEET NUMBER f If=I R5T FLOOR E6RE55 PLAN GA0.1 SCALE: 1/6" = I'-O" CAO. 1 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. LIGHTING LEGEND MATERIAL LEGEND CEILING PLAN GENERAL NOTES FLOOR PLAN GENERAL NOTES: 2' x 4' FLUORESCENT L16HT FIXTURE GYPSUM BOARD CEILING 1. � „ J U.O.T. DENOTES UNDERSIDE OF TRUSS. 1j" \4` _ O I' x 4' FLUORESCENT LIGFfT FIXTURE PLYWOOD � I. M.O. DENOTES MASONRY OPENING GEILING 2. PAINT STORAGE ROOM #IIS SHALL HAVE A I-HOUR RATED HORIZONTAL SHAFT CEILING FIN15H U FINISH U ,tib z SIDE OF 51DE OF b � J • SURFACE MOUNTED LIGHT MECHANICAL LEGEND ASSEMBLY UL DESIGN #U415. CMU TO CMU TOx CA O RECESSED INCANDESCENT LIGHT ® SUPPLY DIFFUSER EXTERIOR EXTERIOR ^ � O�C - 0 RECE55ED INCANDE50ENT ® SUPPLY DIFFUSER tu Q L16HT WITH EYEBALL TRIM �C RETURN GRILLE O PENDANT HUNG METAL LI6F+T ® EXHAUST GRILLE ® PENDANT HUNG BRA55 LIGHT EXTERIOR I EXTERIOR 2 _ Q WALL-MOUNTED LIGHT 96 PENDANT HUNG 3 FIXTURE I/2" GYP. BD. 8" NOM. SPLIT FACE CMU V LIGFfT ® POOL TABLE 2" MTL Z-FURRING® Ib"o.c. w/ c: TRACKGHTIN6 2" RI610 INSULATION INFILL ,Z UNDER CABINET L16HTIN6 8" NOM. SPLIT FACE CMU Q o acn ® RECE55ED SPEAKER 0 C .6.0 .00 o M EMERGENCY 2 HEAD BATTERY PACK cu U D a ` EMERGENCY EXIT LIGHT FIXTURE + +° � -LD o `' o C) � " L 3 " ate+ CD D PADDLE FAN; �� cn C rnCNM PROOVIDEVIDE BY OD BY * — �J Q + CD C, ti -c: _ cc _ o /- N n L 1 ate+ a a na c: U)cu 1 c e 2 B INTERIOR 3 INTERIOR 4 N A4.1 A4.5 4„ L + r U bq'-8" 5/8" PLYWOOD 5/8" PLYWOOD + -0" 2" MTL Z-FURRING® 16"o.c. w/ 2x4 WOOD STUDS — v co a 8-b 2" RIGID INSULATION INFILL 5/8" PLYWOOD (D � .9 N 3-O q-O 3-O 12-q "31-01, 7-4� 8" NOM. CMU 0 = N V EQUIP;REFER TO M.O. M.O. EXHAUST LOUVER M.O. EXHAUST LOUVER z Q ELECTRICAL DW65 -4" ABOVE;REFER ABOVE;REFER = SAME AS TYPE 3 EXCEPT Q OB O TO MEP I TO MEP _ OMIT PLYWOOD, MTL 5PRINK. SPRINK. -----------_ — 01 Z-FURRING,AND RIGID 124 4 2 2 125A 125 I INSULATION CHEMIGAL EXTEND WALL TO UNDERSIDE OF 3 AREA MECHANIC'S TANK TRU55 ABOVE 5 �o I o o AREA 0 = * *--- 0 0 0 DRILL RECEIVING pRE55 — 02 APPLIANCE RECEIVING STORAGE D 1 BENCH 5A APPLIANCE Oi �� O FE 56 GRINDER 5T1-25-1 - 125 Q dJ I = M I 2 5'-0" HIGHWELDER 2 WOOD POST ON 2" INTERIOR 5 B INTERIOR b N WALL HIG 2H 8"x8" PIER;TYP CIA M 03 - GYP. BD. 5/8" PLYWOOD 2x4 WOOD STUDS 2x6 WOOD 5TUD5 MACHINE/ � REPAIR 4 REPAIR/ 0 1/2" GYP. BD. 5/8" PLYWOOD ell SHOP Q I A4.1 - - EXPOSED STRUCTURE 122 SHOP I SAME AS TYPE 5 w/CAVITY SAME AS TYPE b w/CAVITY ~] U (Y BATT INSUL. BATT INSUL. SAME A5 TYPE 5 EXCEPT rH COVERED PORCH m 121 04 5'-0" HIGH = COVERED PORCH uj EXPOSED STRUCTURE STOORP GF $ N 2 OPLL I - (T , C) u 0 0 0I ST 120RA6E p -1-1 * 121A 05 4'-4" II'-II" 14'-0" D D D o 6'-0" ELEG. � w Oa o na FE PANEL o - YA 120 Q 2 • 0 E • .. . . —� I FAGP TELE D= JAN. ■�� I <r BAND 3 INTERIOR 7 INTERIOR 8 l M�-{ r...� U:d;T: : ua u� © SAW Ob T� INT.I:G2U I _ 2 1/2" GYP. BD. 5/8" PLYWOOD ~ V T I p o b PAINT EQUIP. b 2xb WOOD 5TU05 2xb WOOD 5TUD5 HURf�ICANE ■�• STORAGE w STORA61= I HURRICANE _ u r CHOP A _ I/2 GYP. BD. I/2 GYP. BD. 1---1 U:D.T:. . U.O.T: 2oA STORAGE 4 0„ SAW o Q : 120 `�' DRILL l — SAME A5 TYPE I w/CAVITY SAME AS TYPE 8 w/CAVITY U.q.T. DWORK b O b PRESS BATT INSUL. BATT INSUL. I18 WOODWORKING AINTSTOR. PLAN i �� 10 n4 �. I STORi E PL ICE MA S7 W REFER TO GEILING . : �� Ila STOR. Iib _ o NOTE #2 .. U:O:T: A4.2 8 8 q ub 114 U.b.T _ .. I � . — — — — - 115 , O O U.O.T. . Loo I RM, ��WOMEN'S i�M. . . . ,Q � • a :a � 1 � 104 110 O. O TOILET Q V L' -411 � - -0... . 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CAVITY BATT IN5UL. ry 106 to - I 103 104 105 1 DRAWING TITLE O O O O 0 FIRST FLOOR PLAN „ 4'-10? AND FIRST FLOOR RCP 3-0 8-4 3-0 8-4 3-O 8-4 3-0 8-4 3-0 M.O. M.O. M.O. M.O. M.O. COMMISSIONNO. � A � 12154 A4.1 m I I � SHEET NUMBER 2 F I R5T FLOOR REFLECTED GE I L I NC PLAN I F I R5T FLOOR PLAN � AI.I SCALE: I/8" - I'-0" AI.I SCALE: I/8" - I'-0" A1 . 1 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES INC' GENERAL NOTES: -� Z (Y ! _ I I I - 1 I U G I W � C �n •U 0 o - ` + + O .o 1 o / L CDV V Q + to rn o � � I C cu cm N L-CM PITCH - REFER a 1p TO ROOF PLAN 2 N 7RU55 - REFER TO + 5TRUGT. DW65. + + APRON FLA5HING - EXTEND CD a UNDER 5HINGLE5 4 MIN. 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I 111 U aCD O , CD c o N N M 7"r CD O - GILAZ I N5 T I PE KE� 3'-0" 3'-0" .V a + O .� o TAG NO. DESCRIPTION H'I Ha M Ha � o h INSULATED 7LA55 - LAMINATED IMPACT RATED + o 6-I - 0) ,J$ O .0 C) J7 G-I r'- T_W. N SEE SEE SEE Sb 51 a SCHEDULE I 50HEOULE SCHEDULE - - C N L.o 2 2 2 2 2 2 SEE SEE SEE 2 2 -- SCHEDULE SCHEDULE SCHEDULE FINISH FLOOR - - E U� n + + Cox (D cogg SINGLE HUNG SINGLE HUNG � Lu L p lu � EXT - VINYL EXT- VINYL Lu LU o s o O o 0 6-I 6-I = = 6-I v v O L N Z Q c III vLui N I" LLJ Is) 2 WINDOWLEYTIONS FIN15H FLOOR - - - - - FIN15H FLOOR SCALE: I/4' = I'-0" [F--51 F-2 F-I D G H1 [A] FRAME TYPES DOOR TYPE5 03.1 SCALE: 1/4' = V-O" A3.1 SCALE: 1/4" = I'-0" M M N N M FINISH SCHEDULE F I RST FLOOR V SPACE FLOOR WALLS CEILING ROOM # NAME FLOORING BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL MATERIAL REMARKS U W� = D00 ��DU�� .0!� Th� U 100 REGP'T/LOBBY GPT WD P P P P P CARPET TILE `J FIRST FLOOR Z DOOR DATA FRAME DATA 101 WORK AREA GPT WD P P P P P CARPET TILE REMARKS 102 CORRIDOR GPT Y10 P P P P P CARPET TILE U MARK TYPE SIZE MAT'L GLAZING RATING HARDWARE TYPE MAT'L HEAD JAMB SILL 103 OFFICE GPT WD P P P P P CARPET TILE 100 G 3'-0" x 7'-0" HM 6-1 SET#4 F-3 HM HI JI 51 104 OFFICE GPT WD P P P P P CARPET TILE 101-102 NOT USED - 105 OFFICE GPT KD P P P P P CARPET TILE E-1 103 B 3'-O" x 7'-0" WD SET# 3 F-1 WD H3 J3 PRE-HUNG 106 OFFICE GPT WD P P P P P CARPET TILE 104 B 3'-0" x 7'-0" NO SET# 3 F-1 WD H3 J3 PRE-HUNG 107 OFFICE GPT KD P P P P P CARPET TILE 105 B 3'-0" x 7'-0" WD SET # 3 F-I No H3 J3 PRE-HUNG IOa GONF. ROOM GPT KD P P P P P CARPET TILE M+I lob B 3'-0" x 7'-0" WD SET # 3 F-I WD H3 J3 _ PRE-HUNG IOq MEN'S RM. GT RB P P P P P Z 107 B 3'-O" x 7'-0" WD SET # 3 F-I KD H3 J3- PRE-HUNG 110 WOMEN'S RM. GT RB P P P P P V 108 B 3'-0" x T-O" WD SET# 5 F-i WD H3 J3 - PRE-HUNG - III MECH. GONG P P P P P Z Ioq B 3'-O" x 7'-0" KD SET# I F-I WD H3 J3 - PRE-HUN& 112 5TOR. GPT WD P P P P P CARPET TILE Q 110 B 3'-0" x 7'-O" KD SET# I F-1 WD H3 J3 PRE-HUN& 113 BREAK ROOM VGT RB P P P P P III B (2) 2'-b" x 7'-0" WD SET #b F-1 WD H3 J3 PRE-HUNG 114 WOODWORKING GONG 112 B 3'-O" x 7'-0" KD SET # 2 F-1 WD H3 J3 PRE-HUNG 115 TOILET VCT RB P P P P P 113 B 3'-0" x 7'-0" WD SET# 5 F-1 KD H3 J3 PRE-HUNG IIb PLAN STOR. GONG P P P P P z W 1130 A 3'-0" x 7'-0" HM SET # 5 F-2 HM HI Ji 51 117 PAINT EQUIP. STORAGE GONG W 114 A 3'-O" x 7'-0" HM SET# 4 F-2 HM H2 J2 _ - Ila PAINT STOR. GONG 115 B 3'-O" x 7'-0" HM SET# I F-1 HM H5 J5 iiq JAN. GONG T__4 IIb A (2) 2'4" x 7'-0" HM SET #b F-I HM H4 J4 120 HURRICANE STORAGE GONG 117 A 3'-8" x '7'-O" HM SET#4 F-2 HM H2 J2 - 121 OPEN STORAGE GONG EXP05ED 115 A 3'-0" x 7'-0" HM 45 MIN SET#4 F-1 HM H4 J4 122 MACHINE /REPAIR SHOP GONG EXP05ED IIq A 3'-0" x 7'-O" HM SET# 2 F-2 HM H2 J2 123 MECHANIC'S AREA GONG EXPOSED 120 A 3'-a" x '-OHM SET# 4 F-2 HM H2 J2 REVISION DATE " 7 " -_ -_ 124 SPRINK. GONG EXPOSED 1200 D a'-0" x 10'-0" GALV 5TL CMU H6 Jb_ _ COILING DOOR 125 RECEIVING / APPLIANCE 5TORA6E GONG EXPOSED 121 A 3'-0" x 7'-0" HM SET# 4 F-2 HM H2 J2 - ABBREVIATIONS 1210 D a'-0" x 10'-0" GALV 5TL GMU Hb Jb COILING DOOR AGB ACOUSTICAL CEILING BOARD EP EPDXY PAINT PL PLASTIC LAMINATE 5V5 SOLID VINYL SHEET ISSUE DATE 122 D b'-0" x 10'-0" GALV 5TL GMU Hb Jb COILING DOOR BR BUMPER RAIL FA FABRIC PT PAVER TILE VB VINYL BASE 122A D a'-O" x 10'-0" GALV 5TL GMU Hb Jb COILING DOOR 23 MAY 2013 -- GG CUBICLE CURTAIN FRP FIBERGLA55 REINFORCED PLASTIC QT QUARRY TILE VCT VINYL COMPOSITION TILE 123 NOT USED --- GG CORNER GUARD GL OLA55 QTB QUARRY TILE BASE VWG VINYL KALLCOVERING 124 A 3'-0" x 7'-O" HM SET # 2 F-I HM H4 _ J4 - _ GM CULTURED MARBLE HR HANDRAIL RB RUBBER BASE VWCB VINYL KALLCOVERIN6 BORDER DRAWING TITLE 125 A 3'-O" x 7'-o" HM SET# 4 F-2 HM H2 J2 DOOR,WINDOW,AND -- — GPT CARPET LF LOCKER FINISH RFT RUBBER FLOOR TILE KD WOOD 125A D a'-O" x 10'-0" GAL\/ 5TL CMU Hb Jb COILING DOOR FINISH SCHEDULES OR CRASH RAIL MA MONOLITHIC ACRYLIC RST RUBBER STAIR TREAD NOM WALK-0FF MAT AMID ELEVATIONS ABBREVIATIONS NOTES GT CERAMIC, TILE P PAINT 5V SHEET VINYL K5 WOOD STAIN ACK ALUMINUM GLAD WOOD MWF MOLDED WOOD FIBER 1. MWF DOORS TO BE 1%" THICK, ALL OTHERS SHALL BE 1%4" THICK U.O.N. CTB CERAMIC, TILE BASE PC POLYCHROMATIC COATING 55V 5EAMLE55 5HEET VINYL WF WOOD FLOORING COMMISSIONNO. E - FW FLUSH WOOD TO TEMPERED GLA55 2. DOOR PAINT TO MATCH ADJACENT WALL PAINT GENERAL NOTES FIN15H NOTES HM HOLLOW METAL TIG TEMPERED INSULATED GLA55 3. REFER TO SPECIFICATIONS FOR HARDWARE SETS 12154 - I. I. m IHM INSULATED HOLLOW METAL WD WOOD SHEET NUMBER f 3 DOOR SCHEDULE FIN15H 5GHEDULE A3. 1 03.103.1 � �,e,�: ,,,� SCALE: NONE COPYRIGHT 7013 NOELKER AND HULL ASSOCIATES,INC. i GENERAL NOTES: I. REFER TO PARTITION TYPES ON SHEET AI.I FOR ADDITIONAL INFORMATION ON WALL COMPONENTS. 2. DOOR AND WINDOW FRAMES 5HOWN ARE REPRESENTATIONAL AND MAY NOT REFLECT TRUE CONDITIONS. G.G. SHALL COORDINATE DETAILS WITH ACTUAL MATERIALS USED AT � THE TIME OF CONSTRUCTION. w Q REFER TO SHEET ALI REFER TO SHEET AL! j FOR WALL TYPES FOR WALL TYPES V ¢ o a o, C CO SEALANT SEALANT .� o M 'I ,� o V + + MANUFACTURED WINDOW MANUFACTURED WINDOW 00 0 o UNIT UNIT (D o C C VERIFY WALL VERIFY WALL + 1 THIGKNE55 THIGKNE55 p) o .0 rn HS [HI i a I..L N REFER TO SHEET ALI (D 9-9 FOR WALL TYPES SEALANT SEALANT cu J � N ZJ j ) L + + ~ / 0 = _ U MANUFACTURED WINDOW Z Q UNIT REFER TO SHEET AI.I MANUFACTURED WINDOW FOR WALL TYPES UNIT JS J'1 I MANUFACTURED WINDOW ( MANUFACTURED WINDOW UNIT UNIT SEALANT SEALANT M MTL FLA5HING MTL FLA5HING M N XX N REFER TO SHEET AI.1 REFER TO SHEET AI.1 H x m)< FOR WALL TYPES FOR WALL TYPE5 l VERIFY WALL Q 58 57 THICKNESS REFER TO SHEET AI.I ^ w FOR WALL TYPES VERIFY WALL VERIFY WALL VERIFY WALL THIGKNE55 � THICKNESS THIGKNE55 O REFER TO SHEET ALI I REFER TO SHEET ALI REFER TO SHEET AI.I REFER TO SHEET AI.I REFER TO SHEET AI.1 FOR WALL TYPES FOR WALL TYPES FOR WALL TYPES FOR WALL TYPES FOR WALL TYPES Z - � A o WD HEADER WHERE WD HEADER WHERE WD HEADER WHERE 0 REQUIRED;REFER TO REQUIRED;REFER TO REQUIRED;REFER TO 0 STRUGT DWGS 5TRUCT DWGS 5TRUCT DWGS W COILED DOOR AA o W o111� SEALANT SEALANT VINYL WEATHER STRIP o HM FRAME W/4" HEAD HM FRAME W/4" HEAD o HM FRAME HM FRAME HM FRAME r-1 SPLIT FACE CMU-N,\\ o EXTERIOR WALL �_ REFER TO DOOR REFER TO DOOR o REFER TO DOOR REFER TO DOOR REFER TO DOOR BEYOND REFER TO DOOR 0 50HEDULE FOR DOOR 50HEOULE FOR DOOR SCHEDULE FOR DOOR 50HEOULE FOR DOOR SCHEDULE FOR DOOR SCHEDULE FOR DOOR o TYPE _ TYPE TYPE TYPE VERIFY WALL TYPE VERIFY WALL TYPE THIGKNE55 THIGKNE55 HbFH5_1 H4 H3 [H]2 �I REVISION DATE COILED DOOR TRACK REFER TO SHEET AI.I REFER TO SHEET AI.I REFER TO SHEET AI.I REFER TO SHEET ALI FOR WALL TYPES SEALANT SEALANT ISSUE DATE FOR WALL TYPES FOR WALL TYPE5 FOR WALL TYPES =�+ =� AV— :< z REFER TO DOOR -� - o � o 23 MAY 2013 SCHEDULE FOR DOOR 3 w o w o w o cQ� ,� Q 3 w = TYPE 1L v IL LL v w � \ o v o > o w o o > DRAWING TITLE VINYL WEATHER STRIP F- } F '�' F- : ......... :.:. :...:..::..::_-.:.;:.:. ::._. :. .. .. DOOR AND WINDOW FRAME ANCHOR FRAME ANCHOR DETAILS REFER TO SHEET Al.I DBL STUD AT Zl'lDBL STUD AT DBL STUD AT FRAME ANCHOR FRAME ANCHOR FRAME ANCHOR FOR WALL TYPES OPENINGS;REEFER TO OPENING5;REFER TO OPENIN65;REFER TO HM FRAME HM FRAME OW-55 O5 �HM FRAME STRUCT DW65 HM FRAME 5TRUCT DW55 HM FRAME REFER TO SHEET AI.I FOR WALL TYPES COMMISSIONNO. ,n J2 E 12154 ,� J6 Fj5 J3 j IY SHEET NUMBER JAMB AND BEAD DETAILS A3.2 A32 50ALE: 1 I/2' = I'-0' COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. IIV N I I I I I GENERAL NOTES: I II I I •\`\ R V C Nr cn ¢ � aC) o N (_� N Z o C) no .V Q — � o V♦ O In C a.+ �CD M Q + _ to rn o _C C) cli a� c: cu cu/� �o c a s L0Ci aN L + E A♦ O y N ti z Q I I II i IV I I I 2 2 04.2 04.2 04.3 A4.3 MI M _ ,,;I _ VINYL SIDING N I li lit I : . Y iJ�-_!_��1_, � 1 ' L;� �.�x� U. _ : ! _ it jl II Il li r,_ II II ,i ;I II J.-LLQ - __1L�L .._- -1-,_ _ 1 la.Irl-. ' -J--- -- ,.�-_ I 'I I' „"-,�_',S' ! !I Y IY `I� II`~ „� ill ! Icy I� 11 II I �! 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I I \ i- I 0'-0" �I L7 U BUILDING SECTION SCALE: 1/4" = 1'-0' F--� z Q I � 2 w � � A4.3 E..� Z z A w I w W I R-20 5FRAY APPLIED IN5ULATION 12 4�.. Q4 TRU55 BEARING REVISION DATE ISSUE DATE / \ 23 MAY 2013 REGF'T/LOBBY GONF. ROOM / CORRIDOR \ MECH. 5TOR. BREAK ROOM \ loo loa / l02 \ ul u2 \ 113 \\ DRAWING TITLE BUILDING SECTIONS F.F. ELEV. of-oll ..- COMMISSIONNO. 12154 m_ - N '-'XN, SHEET NUMBER r I BU I LD I NO SECTION A43 SCALE: 1/4" = 1'-0" A4.3 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. ; a i ASPHALT 5HIN6LE5 OVER UNDERLAYMENT OVER I" V PLYWD 5HEATHIN& NT -- -- -- v � v dco 1 a 0 �-a .0 o N ALUM DRIP EDGE cuN o 0 0 0_ ALUM GLAD 2x8 WD •0 15 > cn o FA501A L p o VINYL SOFFIT (/� C cc,,,, 0 C) 'F'L L MANUFACTURED WD N TRU55 L @ a co cc mg cu m� d N nL' ♦ m� W L U L + + cp C6 Zai VINYL SIDING AIR BARRIER ASPHALT 5HINCLE5 OVER UNDERLAYMENT OVER PLYWD 5HEATHIN6 M PLYWD SHEATHING N R-20 SPRAY APPLIED 12 VINYL 5OFFIT BEYOND N IN5ULATION� 4 L--` �000000 M MANUFACTURED WD X55 R-20 SPRAY APPLIED INSULATION ". ALUM DRIP EDGE (tel xj f j ALUM CUTTER t4 U OL TRU55 BEARING _ _ _ h TRU55 BEARING ALUM GLAD 2x8 WD r� FASCIA VINYL SOFFIT Z IN5ULATION BAFFLE r 1 Q CONT DBL 2x8 WOOD CONT DBL 2x8 WOOD v BLOCKING BLOCKIN& " GYP BD " GYP BD Z W w > , " PLYWD OVER 2" MTL—\ 6YP BO OVER 2" MTL Z Z-FURRING 016"o.c. H/2" Z-FURRING 016"o.c. K/:211 ^ RIGID INSULATION INFILL RIGID IN5ULATION INFILL w ["� SPLIT FACE CMU----, SPLIT FAGS CMU—,--.. MU W Iv EXTERIOR WALL;REFER / EXTERIOR WALL;REFER W TO STRUCT DW65 RRRICANE 5TO" TO 5TRUGT DW65 OFFICE Do F 105 X�m\ i �---� i REVISION DATE ISSUE DATE GONG TURNED DOWN� GONG TURNED DOWN 23 MAY 2013 I SLAB ON GRADE;REFER SLAB ON&RADE;REFER TO 5TRUCT DNC-5 \ TO STRUCT DW65 oL F.F. ELEV. APPROX GRADE F.F. ELEV. APPROX GRADE DRAWING TITLE !j G .r 01�011 d 4 WALL SECTIONS a. COMMISSIONNO. fd — a 12154 A m d O SHEET NUMBER 2 NALL SECTION WALL SECTION A5* 1 SCALE: 5/4" = 1'-0" '�I 50ALE: 5/4" = 1'-O" COPYRIGHT 1013 NOELKER AND HULL ASSOCIATES,INC. J ` W %Z U .._. cl) QcCD o ♦-+ .� o M CU co) Cp C-) 0 a L t t i 0ocri ' • •a Q V+ L 't+�+ 04 ♦ d O s �7Ct `v N 04 c: V5CU \V a� a N ♦ W W U_� co W _ ate+ c� O 2 N Z Q �� M I cy N M � x � W � A Z � � A W i Z � w w L<0—> II=04"_wn _ � REVISION DATE 4� I/7� I / � I `7- T S 7A I ISSUE DATE 0 O I10 II /I I 10 I 23 MAY 2013 0 A � 14- -- I DRAWING TITLE MECH. STOR. ni 5 I ENLARGED PLANS u2 - AND ELEVATIONS T-VI AF— WATER COOLER(BY owNER) COMMISSIONNO. <t ATTIC AGGE55 PANEL) L \ 5'-10" 3'-4" 12154 m SHEET NUMBER r ENLARGED RESTROOM PLANS A7. 1 Al.l 5GALE: 1/4• = I'-0• COPYRIGHT 7013 NOELKER AND HULL ASSOCIATES,INC. 120.6 SUBJECT TO THE APPROVAL OF ATLANTIC ENGINEERING SERVICES, 300.11 PARALLEL REINFORCEMENT PLACED IN TWO OR MORE LAYERS SHALL 420.14 PROVIDE CONTROL JOINTS IN MASONRY CONSTRUCTION PER THE GENERAL NOTES THE CONTRACTOR MAY SUBMIT ELECTRONIC COPIES OF SHOP HAVE A CLEAR DISTANCE BETWEEN LAYERS OF 1". UPPER LAYER TYPICAL DETAILS. REFER TO ARCHITECTURAL DRAWINGS FOR CONTROL JOINT WIDTH AND LOCATIONS. THE CONTRACTOR SHALL SUBMIT THE DRAWINGS IN LIEU OF PRINTED COPIES. ELECTRONIC COPIES SHALL BARS SHALL BE PLACED DIRECTLY ABOVE BARS IN THE BOTTOM BE SUBMITTED TO ATLANTIC ENGINEERING SERVICES IN ADOBE PROPOSED CONTROL JOINT LAYOUT TO THE ARCHITECT FOR REVIEW LAYER. 100. DESIGN CRITERIA ACROBAT FILE FORMAT, WITH ONE (1) ELECTRONIC FILE PER AND APPROVAL. PROVIDE MASONRY CONTROL JOINTS IN ACCORDANCEWITH THE FOLLOWING GUIDELINES UNLESS OTHERWISE INDICATED ON PACKAGE SUBMISSION. ATLANTIC ENGINEERING SERVICES WILL PRINT, 300.12 ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH DRAWINGS: 100.1 DESIGN BUILDING CODE: REVIEW, RE-SCAN THE REVIEWED SHOP DRAWINGS WITH ALL STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE. COMMENTS/NOTATIONS, AND RETURN ONE (1) ELECTRONIC PACKAGE REINFORCING SUPPORTS FOR ALL EXPOSED CONCRETE SHALL BE A. FLORIDA BUILDING CODE, 2010 TO THE ARCHITECT TO PRINT, REVIEW, RE-SCAN, AND DISTRIBUTE TO GALVANIZED WITH PLASTIC COATED FEET. A. ALIGN CONTROL JOINTS IN CONCRETE MASONRY BACKUP FOR MULTI-WYTHE AND CAVITY WALLS TO MATCH LOCATIONS IN THE CONTRACTOR. MASONRY VENEER UNLESS NOTED OTHERWISE. i - 100.2 GRAVITY LOADS: 300.13 ALL TIES SHALL HAVE 135 DEGREE HOOKS. ' 120.7 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS B. CONTROL JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING A. ROOF LIVE LOADS: PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND 300.14 PROVIDE 1/2- PREMOULDED EXPANSION MATERIAL WHERE SLAB ON OF 20 FEET ON CENTER IN THE WALL FIELD AND A MAXIMUM / OF 10 FEET FROM BUILDING CORNERS 1. ROOF 20 PSF FOR GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN GRADE IS POURED AROUND COLUMNS AND AGAINST WALLS UNLESS C. LOCATE CONTROL JOINTS AT MAJOR HEIGHT CHANGES, CHANGES THE CONTRACT DOCUMENTS. COMMENTS REGARDING THESE OTHERWISE SHOWN ON DRAWINGS. IN WALL THICKNESS AND AT WALL OPENINGS. SUBMITTALS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE D. CONTROL JOINTS IN PARAPETS SHALL BE SPACED AT 15 FEET ON CENTER MAXIMUM. WHERE JOINTS IN PARAPETS CAN NOT BE • 100.3 LATERAL LOADS: WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE 300.15 CONTRACTION JOINTS FOR SLABS ON GRADE SHALL BE SPACED AS V � A. WIND LOADS (IN ACCORDANCE WITH DESIGN BUILDING CODE PER FOR PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. SHOWN ON THE PLAN. ALIGNED WITH JOINTS IN WALL FIELD, PROVIDE CONTROL JOINTS �.. GENERAL NOTE 100.1): 300.16 PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN IN THE PARAPET ONLY AT HALF THE WALL FIELD SPACING. OUTSIDE DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND E. CONTROL JOINTS SHALL BE A MINIMUM WIDTH OF 3/8 AND 1. ULTIMATE DESIGN WIND SPEED 3 SECOND GUST), Vult = 200. FOUNDATIONS - GENERAL / SHALL UTILIZE COMPRESSIBLE MATERIAL WITH A MINIMUM ( ) SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTERS. 130 MPH ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. NO EXTENSIBILITY OF 60%. .�..r ,� o ci cu 90 2. NOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vosd = CONDUITS SHALL BE PLACED IN SLAB WITHIN 12" OF COLUMN FACE 101 MPH 200.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE CONSTRUCTED 420.15 PROVIDE CLEAN OUT AND INSPECTION HOLES AT BOTTOM OF •- 0 a OR FACE OF BEARING WALL. NO CONDUITS MAY BE PLACED IN MASONRY WALL IN ACCORDANCE WITH MASONRY CODE AT U + + 3. RISK CATEGORY = fl IN ACCORDANCE WITH CRITERIA ESTABLISHED BY UNIVERSAL OR SLABS. O > � REINFORCING IF HIGH LIFT GROUTING (OVER 4 FEET HIGH) IS USED. O . 4. EXPOSURE CATEGORY = C ENGINEERING SCIENCES IN THEIR GEOTECHNICAL REPORT DATED L o 8 5. ENCLOSURE CLASSIFICATION = ENCLOSED MARCH 18, 2013. 300.17 PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR SHALL SUBMIT A m� 6. INTERNAL PRESSURE COEFFICIENT (GCpi) + 0.18 420.16 DEFORMED BAR REINFORCEMENT SHALL CONFORM TO STM A615, (n C c { P) _ /- CONCRETE MIX DESIGN PREPARED IN ACCORDANCE WITH ACI-318 GRADE 60. PROVIDE LAP SPLICES OF 72 BAR DIAMETERS MINIMUM = o 7. COMPONENTS AND CLADDING PRESSURES: SEE "COMPONENTS 200.2 THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE CHAPTER 5 TO THE STRUCTURAL ENGINEER FOR REVIEW. Q + _ AND TAKE THE NECESSARY PRECAUTIONS TO ENSURE THAT THE UNLESS 40 BAR DIAMETERS IS PERMITTED PER TYPICAL DETAILS OR AND CLADDING WIND LOADS" TABLE, AND "COMPONENTS AND SECTIONS. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY CLADDING WIND PRESSURE DIAGRAM" FOUNDATION EXCAVATIONS REMAIN DRY DURING CONSTRUCTION. 300.18 ALL FIBER REINFORCED CONCRETE SHALL CONTAIN SYNTHETIC MACRO LOCATE REINFORCING. PROVIDE FOR DEWATERING AS NECESSARY. FIBER REINFORCING SPECIFICALLY MANUFACTURED FOR USE AS A c REPLACEMENT FOR CONVENTIONAL STEEL REINFORCEMENT. VOLUME 420.17 MASONRY COURSING SHOWN IN SECTION IS APPROXIMATE. REFER TO 200.3 THE CONTRACTOR SHALL USE EXTREME CAUTION DURING EXCAVATION. � - 110. GENERAL PER CUBIC YARD OF CONCRETE SHALL BE A MINIMUM OF 3.5 PLANS AND ELEVATIONS FOR ACTUAL COURSING. COORDINATE ACTUAL a SUCH EXCAVATION SHALL BE PERFORMED IN SUCH A MANNER AS POUNDS PER CUBIC YARD OR S REQUIRED TO PROVIDE A MINIMUM <.. TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING COURSING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. Z5 N o STRUCTURES TO REMAIN. PROVIDE TEMPORARY SHORING S RESIDUAL FLEXURAL STRENGTH OF 150 PSI. FIBER MANUFACTURER N 110.1 THIS DRAWING HAS BEEN PRODUCED ENTIRELY ON ATLANTIC MUST PROVIDE DOCUMENTATION INDICATING A MINIMUM OF FIVE 610. STRUCTURAL LUMBER cu 45. ENGINEERING SERVICES CADD SYSTEM. ANY OTHER LETTERING, LINES REQUIRED. YEARS SATISFACTORY PERFORMANCE. FIBERS SHALL BE 1 1/2- IN cu � OR SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, 200.4 CONCRETE SLABS ON GRADE HAVE BEEN DESIGNED TO BEAR ON LENGTH, WITH A MINIMUM TENSILE STRENGTH OF 80 KSI. + E HAVE BEEN MADE WITHOUT THE AUTHORIZATION OF ATLANTIC 610.1 ALL STRUCTURAL LUMBER WORK SHALL BE IN ACCORDANCE WITH 0 ENGINEERING SERVICES AND ARE INVALID. COMPACTED SUBGRADE SOILS OR PROPERLY COMPACTED FILL AS L + + PER THE REPORT REFERENCED IN NOTE 200.1. THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" lid z 11 420. MASONRY (NDS - LATEST EDITION) PUBLISHED BY THE AMERICAN WOOD 110.2 THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL Np vi STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE. THE COUNCIL. 0 210 ARCHITECTURAL DRAWIN S SHALL GOVERN THE WORK FOR ALL . SHALLOW FOUNDATIONS 420.1 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST 3 n 610.2 ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM NO. 2 GRADE DIMENSIONS. EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY DOUGLAS FIR-LARCH, OR SOUTHERN PINE AND SHALL HAVE AT Z Q 8 110.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS 210.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE CONSTRUCTED STRUCTURES" (TMS 402/ACI 530/ASCE 5) AND THE "SPECIFICATIONS LEAST THE FOLLOWING MINIMUM ALLOWABLE DESIGN STRESSES AND INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION IN ACCORDANCE WITH CRITERIA ESTABLISHED IN THE GEOTECHNICAL FOR MASONRY STRUCTURES" (TMS 602/ACI 530.1/SCE 6) OF THE MODULUS OF ELASTICITY AT A MAXIMUM MOISTURE CONTENT OF 19%: ' AND EXTENT OF STRUCTURAL WORK. IF A REQUIRED DIMENSION IS REPORT PER NOTE 200.1. MASONRY SOCIETY. NOT FURNISHED ON DRAWINGS, THE CONTRACTOR SHALL SUBMIT A 210.2 SPREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED 420.2 ALL MASONRY WORK TO BE EXECUTED IN COLD WEATHER SHALL BE A. Fv.( HEAR)G) 10 P PSI REQUEST FOR INFORMATION TO OBTAIN THE DIMENSION. SOILS OR PROPERLY COMPACTED FILL HAVING AN ALLOWABLE IN CONFORMANCE WITH THE RECOMMENDATIONS FOR COLD WEATHER B. Fv.(SHEAR) 90 PSI BEARING CAPACITY OF 2500 PSF, AS PER NOTE 200.1. CONSTRUCTION of THE LATEST EDITION OF "BUILDING CODE C. Fc.(COMPRESSION) 1,000 PSI 110.4 UNLESS OTHERWISE INDICATED, PROVIDE EQUAL SPACING OF D. Ft.(TENSION) 625 PSI STRUCTURAL COMPONENTS BETWEEN OVERALL DIMENSIONS INDICATED REQUIREMENTS FOR MASONRY STRUCTURES (TMS 402/ACI E. E 1,600,000 PSI 210.3 ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH FOUNDATIONS ARE 530 ASCE 5) AND THE SPECIFICATIONS FOR MASONRYON DRAWINGS. TO BEAR ARE APPROXIMATE. MATERIAL ON WHICH FOUNDATIONS STRUCTURES- (TMS 602/ACI 530.1/ASCE 6) OF THE MASONRY 610.3 ALL LUMBER SHALL COMPLY WITH PS 20 "AMERICAN SOFTWOOD 110.5 THE METHOD AND FREQUENCY OF ATTACHING MECHANICAL ARE TO BEAR SHALL HAVE AT LEAST THE ABOVE NOTED CAPACITY. SOCIETY WITH THE FOLLOWING ADDITION To THE REQUIREMENTS OF LUMBER STANDARD" AND WITH THE APPLICABLE RULE OF INSPECTION EQUIPMENT UNITS, ETC., TO THE STRUCTURAL ELEMENTS SHALL BE ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW TMS 602/ACI 530.1/ASCE 6, SECTION 1.8-C: FOR ALL CONDITIONS AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARD. SUBJECT TO THE ENGINEERS REVIEW AND APPROVAL. FINISHED GRADE. WHEN TEMPERATURES FALL BELOW 40 DEGREES F, THE FACTORY-MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF TEMPERATURE OF THE NEWLY LAID MASONRY OR NEWLY GROUTED INSPECTION AGENCY EVIDENCING COMPLIANCE WITH GRADING RULE P 210.4 THE CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL� 110.6 UNLESS OTHERWISE INDICATED, STRUCTURAL COMPONENTS MASONRY SHALL BE MAINTAINED ABOVE 32 DEGREES (F) FORA REQUIREMENTS. GEOTECHNICAL ENGINEER SUBJECT TO THE APPROVAL OF THE � SUPPORTING MECHANICAL EQUIPMENT HAVE NOT BEEN DESIGNED � MINIMUM OF 24 HOURS USING THE METHODS DESCRIBED IN TMS FOR THE VIBRATIONAL EFFECTS OF THE EQUIPMENT. THE ARCHITECT, TO INSPECT THE FOUNDATIONS, BEARING LEVELS, ETC., 602/AGI 530.1/ASCE 6. 610.4 STRUCTURAL STEEL PLATES, ANGLES, ETC., SHALL BE ASTM A36. M AND VERIFY THAT THE MATERIAL ON WHICH FOUNDATIONS BEAR HAS CONTRACTOR SHALL PROVIDE VIBRATION ISOLATORS FOR ANY CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MISCELLANEOUS N MECHANICAL EQUIPMENT MOUNTED TO THE STRUCTURE IN AT LEAST THE ABOVE NOTED CAPACITY. (� 420.3 MORTAR SHALL CONFORM TO THE PROPORTION SPECIFICATION OF METALS FOR REVIEW BY STRUCTURAL ENGINEER. M ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S ASTM C270, TYPE M OR S. PROVIDE TYPE M MORTAR AT ALL HIGH RECOMMENDATIONS. 300. REINFORCED CONCRETE STRENGTH MASONRY NOTED AS Fm = 2500 PSI OR GREATER. 610.5 ALL BOLTS SHALL BE 5/8" DIAMETER ASTM A307 UNLESS NOTED PROVIDE TYPE S MORTAR AT ALL STRUCTURAL MASONRY AND OTHERWISE WITH 2 WASHERS PER BOLT UNLESS OTHERWISE NOTED. 110.7 ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH REINFORCED MASONRY UNLESS NOTED OTHERWISE. M THE BUILDING CODE AND ALL LOCAL ORDINANCES. THE OWNER 610.6 NO CUTS, HOLES, OR COPES REQUIRED FOR OTHER TRADES IN ISI W 300.1 ALL REINFORCED CONCRETE WORK SHALL ST IN CONFORMANCE WITH 420.4 GROUT SHALL CONFORM TO ASTM C476 AND AS FOLLOWS: STRUCTURAL WOOD FRAMING WILL BE PERMITTED WITHOUT PRIOR U SHALL ENGAGE AN EXPERIENCED, QUALIFIED INSPECTION AGENCY, THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" INSPECTIONCT WORK,THE WO K REVIEW REQUIRED. ARCHITECT, TO PERFORM ALL (ACI 318, LATEST EDITION) AND SPECIFICATIONS FOR STRUCTURAL REVIEW AND APPROVAL OF ENGINEER AND ARCHITECT. H CONCRETE (ACI 301, LATEST EDITION) OF THE AMERICAN CONCRETE A. COMPRESSIVE STRENGTH (F c) OF GROUT = F m AS INDICATED V 110.8 STEP FOOTINGS BELOW ALL SANITARY AND WATER LINES. PROVIDE INSTITUTE. BELOW BUT NO LESS THAN 2,500 PSI. 610.7 ALL LUMBER SHALL BE FIRE-RETARDANT TREATED LUMBER STEPS IN THE FOUNDATIONS IN ACCORDANCE WITH THE TYPICAL B. SLUMP OF GROUT SHALL BE 8 TO 11 INCHES S MEASURED PRESSURE IMPREGNATED TO COMPLY WITH AMERICAN WOOD DETAILS. COORDINATE THE EXACT LOCATION AND ELEVATION OF THE 300.2 MINIMUM DESIGN COMPRESSION STRENGTH (F'c) REQUIRED AT 28 ACCORDING TO ASTM C143. PRESERVERS' ASSOCIATION (AWPA) C 20 FOR INTERIOR TYPE A ��TT C. MAX. AGGREGATE SIZE SHALL BE 3/8" (AGGREGATE GRADED TO TREATMENT. PLUMBING LINES WITH THE MECHANICAL AND PLUMBING DRAWINGS DAYS: PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND AND CONTRACTORS. PROVIDE SLEEVES IN THE FOUNDATION WALLS C404). 610.8 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS AS REQUIRED FOR PIPE PENETRATIONS. A. FOUNDATIONS AND SLAB ON GRADE 4000 PSI ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. U 300.3 MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO: 420.5 LIMIT CEMENTITIOUS MATERIALS IN MORTAR TO: PORTLAND CEMENT HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF CONFORMING TO ASTM C150 TYPE I; LIME CONFORMING TO ASTM ACCEPTANCE AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE HOP DRAWINGS 120. SUSE OF THOSE SPECIFIED DETAILS SHOWN ON THE DRAWINGS TH A. SLABS ON GRADE 0.45 C207; MORTAR CEMENT CONFORMING TO ASTM C1329; AND S GS E MASONRY CEMENT CONFORMING TO ASTM C91. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES. H .. 120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY 4 ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE MINIMUM 144 300. { 420.6 PROVIDE SOLID AND HOLLOW LOAD BEARING CONCRETE BLOCK UNITS w ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT. PCF) WITH ALL CEMENT CONFORMING TO ASTM C150, TYPE I, 11 OR CONFORMING TO ASTM C90. FURNISH CONCRETE BLOCK WITH NET 620. STRUCTURAL WOOD SHEATHING STRENGTH METHOD OR AS REQUIRED TO PROVIDE F'm BELOW BASED W SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL 111. MAXIMUM AGGREGATE SIZE SHALL BE 1-1/2" FOR FOOTINGS AREA COMPRESSIVE STRENGTH AS SPECIFIED BY TABLE 2 OF TMS COMPONENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: AND 3/4" FOR WALLS AND SLABS, CONFORMING TO ASTM C33. 602/ACI 530.1/ASCE 6, SECTION 1.4 8.2 BASED ON THE UNIT ►-� A. REINFORCING STEEL FOR CONCRETE AND MASONRY 620.1 FURNISH PANELS THAT ARE EACH FACTORY MARKED WITH A 300.5 REINFORCEMENT CERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND B. CONCRETE AND/OR MASONRY POST-INSTALLED ANCHORS ON THE PRISM TEST METHOD. SPAN RATING REQUIREMENTS. THE CENTER-TO-CENTER SPACING IN C. PREFABRICATED WOOD TRUSSES INCLUDING COLD FORMED METAL A. DEFORMED BARS ASTM A615, INCHES SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE ►� FABRICATIONS UTILIZED IN TRUSS-TO-FRAME CONNECTIONS. GRADE 60 420.7 MINIMUM 28-DAY ULTIMATE COMPRESSIVE STRENGTH OF MASONRY PANELS. INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE ► ' B. DEFORMED BARS (WELDABLE) ASTM A706, [TO BE VERIFIED BY PRISM TESTING S PER TMS 602/ACI WITH THE RECOMMENDATIONS OF THE APA. GRADE 60 A 120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE 530.1/ASCE 6 AND ASTM C1314]: INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE 620.2 PANELS SHALL COMPLY WITH USDOC PS-1 OR PS-2 AND APA SUPPLIED. SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE 300.6 MINIMUM COVER FOR CAST-IN-PLACE CONCRETE REINF., UNLESS A. Fm 1500 PSI PRP-108 AND SHALL MEET THE FOLLOWING REQUIREMENTS: LIMITED TO: MEMBER SIZES AND DIMENSIONS; GRADES OF MATERIAL OTHERWISE SHOWN ON DRAWINGS SHALL BE S FOLLOWS: FURNISHED; MATERIAL PREPARATION REQUIRED; MATERIAL FINISH AND 420.8 HORIZONTAL JOINT REINFORCING FOR ALL EXTERIOR AND LOAD A. ROOF SHEATHING: MATERIAL COATINGS TO BE FURNISHED; INFORMATION REGARDING A. FOOTINGS 3" BEARING WALLS SHALL BE GALVANIZED TRUSS OR LADDER TYPE w CUTS, COPES, AND HOLES REQUIRED FOR OTHER TRADES; END DUR-O-WAL, OR EQUIVALENT AS APPROVED BY THE ENGINEER 1.MIN. THICKNESS = 5/8" CONNECTIONS; CAMBER AND OTHER DEVIATION FROM LINE; SPECIAL WITH 2-9 GAGE LONGITUDINAL WIRE AND 9 GAGE CROSS WIRE, 2.13OND CLASSIFICATION = EXPOSURE 1 W ERECTION AND/OR INSTALLATION PROCEDURES, INCLUDING SPACED AT 16" CENTER TO CENTER, UNLESS NOTED OTHERWISE. 3.GRADE = APA RATED SHEATHING ►-I REQUIREMENTS FOR TEMPORARY STABILIZATION. 300.7 SPLICES IN REINFORCEMENT, WHERE PERMITTED, SHALL BE AS PROVIDE ADDITIONAL LAYERS OF JOINT REINFORCEMENT IN THE FIRST FOLLOWS: TWO COURSES ABOVE AND BELOW A MASONRY OPENING. PROVIDE 4.SPAN RATING = AS REQUIRED TO SUIT JOIST/TRUSS 120.3 ALL SHOP DRAWING RESUBMITTALS AND RECORD COPY SUBMITTALS „ LAP AS RECOMMENDED BY MANUFACTURER WITH A MINIMUM OF 6". SPACING r...l SHALL HAVE ALL REVISIONS SUBSEQUENT TO THE PREVIOUS A. ALL OTHERS CLASS B DISCONTINUE JOINT REINFORCING AT CONTROL JOINTS. PROVIDE "L" SUBMISSION CLOUDED OR OTHERWISE IDENTIFIED ON THE CASE "1" " 620.3 ALL PANELS WHICH HAVE ANY EDGE OR FACE PERMANENTLY RESUBMITTED SHEETS. RESUBMITTALS AND RECORD COPY SUBMITTALS MINIMUM, SHAPE AND T" SHAPE DUR-O-WAL AT ALL INTERSECTION CORNERS EXPOSED TO THE WEATHER SHALL BE CLASSED EXTERIOR, EXCEPT WITHOUT IDENTIFICATION OF REVISIONS WILL BE REJECTED WITHOUT UNLESS OTHERWISE NOTED WITH 8 MINIMUM LAP. SEE TYPICAL DETAILS. OPEN SOFFITS OR ROOF SHEATHING EXPOSED ON THE UNDERSIDE MAY BE CLASSED EXPOSURE 1. REVIEW. „ „ 420.9 FULL BED AND HEAD JOINTS SHALL BE USED. CLASS CLS B , CASE 'I TENSION SPLICES IN INCHES, SHALL BE AS 120.4 THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE FOLLOWS: 620.4 ALL ROOF PANELS SHALL HAVE THE END JOINTS LOCATED OVER REVISIONDATE STRUCTURAL DRAWINGS, OR PORTIONS THEREOF, INTO SHOP 420.10 ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR SUPPORTS AND SHALL HAVE THE ROWS STAGGERED ONE HALF DRAWINGS OR ERECTION DRAWINGS TO BE SUBMITTED FOR THIS 4000 PSI ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF PANEL LENGTH FROM ADJACENT PANELS. PROVIDE 1/8" SPACE AT PROJECT WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN SIZE TOP BARS ALL OTHERS STABILIZING THE WALLS. PANEL ENDS AND EDGES. PERMISSION OF ATLANTIC ENGINEERING SERVICES. SUBMITTED SHOP #3 (#10) 24 19 420.11 GROUT SOLID ALL CELLS IN MASONRY UNITS INSTALLED BELOW 620.5 ALL ROOF STRUCTURAL PANELS SHALL BE NAILED WITH 8D SPIRAL DRAWINGS WHICH CONTAIN COPIES OR REPRODUCTIONS OF ANY #4 (#13) 32 25 GRADE. OR RING SHANK NAILS AT 6" ON CENTER AT ALL ENDS AND EDGES PORTION 0F THE STRUCTURAL DRAWINGS WITHOUT T THE EXPRESS #5 (#16) 40 31 ISSUE DATE WRITTEN PERMISSION OF ATLANTIC ENGINEERING SERVICES WILL BEAND INTERMEDIATE SUPPORTS AT ZONES 1 AND 2. NAIL SPACING RETURNED REJECTED. PERMISSION FOR A SPECIFIC CONTRACTOR OR #6 (#19) 48 37 420.12 GROUT SOLID ALL CELLS CONTAINING REINFORCING, AND WHERE SHALL BE 4" O.C. AT ALL ENDS AND EDGES AND INTERMEDIATE r SUB-CONTRACTOR TO USE PORTIONS OF THE STRUCTURAL #7 {#22) 70 54 INDICATED ON PLANS AND SECTIONS. SUPPORTS AT ZONE 3. REFER TO COMPONENT AND CLADDING 23 MAY 2013 S DRAWINGS IN THEIR PREPARATION OF SHOP DRAWINGS REQUIRES #8 (#25) 80 62 WIND PRESSURE DIAGRAM FOR LOCATION OF ROOF ZONES. THAT CONTRACTOR OR SUB-CONTRACTOR TO ENTER INTO A WRITTEN #9 (#29) 91 70 420.13 PROVIDE FINE GROUT PER ASTM C476 WHEN WIDTH OF GROUT AGREEMENT WITH ATLANTIC ENGINEERING SERVICES AND TO PAY A #10 (#32) 102 79 SPACE IS LESS THAN 2". PROVIDE COARSE GROUT FOR GROUT 620.6 PROVIDE MINIMUM 2X4 EDGE BLOCKING AT ALL HORIZONTAL SERVICE FEE. SUCH AGREEMENT IS NON-TRANSFERRABLE AND IS #11 (#36) 113 87 SPACE WIDTHS 2" OR GREATER. PROVIDE FINE GROUT WHEN STRUCTURAL PANEL JOINTS FOR A DISTANCE OF 4'-0" FROM ALL DRAWING TITLE EXTENDED ONLY TO THAT CONTRACTOR FOR THE DURATION OF THIS REINFORCING HAS LESS THAN 1/2- CLEARANCE. GABLE END WALLS. ALL STRUCTURAL ROOF PANELS SHALL BE GENERAL PROJECT. 300.9 SPLICES IN TOP REINFORCEMENT SHALL BE LOCATED AT MIDSPAN NAILED WITH 8D SPIRAL OR RING SHANK NAILS AT 6" ON CENTER NOTES AND SPLICES IN BOTTOM REINFORCEMENT SHALL BE LOCATED OVER AT ALL ENDS, EDGES, AND INTERMEDIATE SUPPORTS IN THOSE 120.5 THE OREVIEW BY ABENGINEERING SERVICES. IT PRINTED PRINTED SUPPORTS, UNLESS NOTED OTHERWISE. AREAS. DRAWINGS FOR . y CP9PRINTED COPIES OF SHOP DRAWINGS SHALL CONSIST OF FOUR (4) 300.10 TOP BARS IN BEAMS SHALL TERMINATE IN A CLASS "B" TENSION 620.7 METAL PLATE WOOD TRUSSES SERVING AS BOUNDRY ELEMENTS IN L_�, - COMMISSIONNO. "!= REPRODUCIBLE PRINTS. UPON THE COMPLETION OF THE SHOP SPLICE OR HOOK AT DISCONTINUOUS END. WOOD DIAPHRAGMS SHALL BE EITHER DESIGNED FOR THE �_ 1 DRAWING REVIEW, THREE (3) PRINTS SHALL BE RETURNED TO THE HORIZONTAL UNIT SHEAR FORCE EQUIVALENT TO THE SHEATHING 12154 ATTACHMENT INDICATED OR FULLY SHEATHED BY STRUCTURAL WOOD`_ PROJECT ARCHITECT. ONE (1) SHALL BE RETAINED BY THE PANELS ATTACHED AS SPECIFIED FOR THE DIAPHRAGM IN WHICH ARCHITECT, ONE (1) SHALL BE DISTRIBUTED TO THE OWNER, AND THE TRUSS IS INSTALLED. --= ONE (1) SHALL BE SENT TO THE CONTRACTOR FOR DISTRIBUTION n 6601 A�110, Su to 20SSlNav SHEETNUMBER AS REQUIRED. 4 JacksonvBle, FL 32211 BuilWn�B, Sults 201 �� 313.049 sool C�ft PH:904.743.4633 FX:904.723.9293 a� PAMELA L COWDEN PE 51898 FL COA #791 SC COA #1691 I i COPYRIGHT 2013 NOELKERAND HULLASSOCiATES,INC. 635.1 WOOD TRUSSES SHALL CONFORM TO THE MOST CURRENT APPLICABLE EDITION OF THE DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD ROOF TRUSSES, OF THE TRUSS PLATE INSTITUTE, INC. AND THE NATIONAL DESIGN SPECIFICATIONS COMPONENTS AND CLADDING WI FOR STRESS GRADE LUMBER AND ITS FASTENING, OF THE NATIONAL / LOADS FOR EXPOSURE C ' FOREST PRODUCTS ASSOCIATION. ROOF ANGLE 7-27 DEGREES ` 635.2 WOOD ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE LOADS INDICATED BELOW AT THE SPACING INDICATED ON THE DRAWINGS. ° ZONE EFFECTIVE WIND AREA (FT2) Putt WIND PRESSURES 5 1 10.0 22.0 -35.0 � I A. DEAD LOADS: STRUCTURAL CTURAL A B B R EV1 T I O N S� I Q 1 20.0 20.1 -34.0 o I I 4 -3 1. UNIFORM TOP CHORD Q ® I 1 50.0 17.5 2.7 DEAD LOAD 20 PSFci 2. UNIFORM BOTTOM CHORD ARCH ARCHITECT(URAL) NS NEAR SIDE I 5 NO/# NUMBER O 0 1 100.0 15.6 -31.8 DEAD LOAD 15 PSF OR AS CJ CONSTRUCTION JOINT NTS NOT TO SCALE NOTED ON THE PLANS IT NW NORMAL WEIGHT o 2 10,0 22.0 -69.9 - to 3. BOTTOM CHORD CONCENTRATED CMU CONCRETE MASONRY UN o ' LOAD AT ANY LOCATION � CENTER LINE 2 20.0 20.1 56.1 � a CLR CLEAR OC ON CENTER _ rn ON BOTTOM CHORD 300 LBS. 2 50.0 17.5 -49.6 � ~ CONT CONTINUOUS OPP OPPOSITE LIVE LOADS = SEE DESIGN CRITERIA GENERAL NOTES COORD COORDINATE 2 100.0 15.6 -44.7 N a- o • 4) d v- B. d co I PAF POWDER ACTUATED FASTENER 3 10.0 22.0 -90.1 0 � + + C. LATERAL LOADS = SEE DESIGN CRITERIA GENERAL NOTES DIA DIAMETER PERP PERPENDICULARO PLF POUNDS PER LINEAR FOOT 3 20.0 20.1 -84.2 °f 635.3 THE DEFLECTION OF THE ROOF TRUSSES UNDER THE INDICATED EF EACH FACE PSF POUNDS PER SQUARE FOOT Fe 2 3 3 2 i WN ON THE CONTRACT PSI POUNDS PER SQUARE INCH � O O Q O, ® °, 3 50.0 17.5 -76.5 LOADS AND AT THE SPAN AND SPACINGS SHO EJ EXPANSION JOINT c M DRAWINGS SHALL MEET THE FOLLOWING CRITERIA: EOD EDGE OF DECK PT PRESSURE TREATED/ POST TENSION 1 3 100.0 15.6 -70.6 Q {. EOS EDGE OF SLAB I WALL A. ROOF TRUSSES: THE DEFLECTION DUE TO THE TOTAL ROOF EL ELEVATION REINF REINFORCED/REINFORCINGI I c LOAD SHALL NOT EXCEED THE SPAN LENGTH/240. THE EMBED EMBEDMENT/EMBEDDED REF REFERENCE I I 4 10.0 38.2 -41.5 DEFLECTION DUE TO THE ROOF LIVE/SNOW LOAD SHALL NOT Eq R EQUAL I I SD SELF DRILLING , 4 20.0 36.6 -39.9 = EXCEED THE SPAN LENGTH/360. DETERMINATION OF THE DEAD ETC ETCETERA 1 LOAD DEFLECTION SHALL UTILIZE A TIME DEPENDENT EXIST EXISTING SF SQUARE FEET I i 4 50.0 34.3 -37.6 DEFORMATION CREEP FACTOR OF 2.0. SIM SIMILAR I 1 4 100.0 32.4 -35.6 a DEFORM (CREEP) I FAR SIDE SiSAW CUT CONTRACTION JOINT I �� TRUSS MANUFACTURER SHALL SPECIFY AND PROVIDE ALL FS I 635.4 THE WOOD SPEC SPECIFICATION I I 5 10.0 38.2 -51.2 BRACING AT TOP AND BOTTOM CHORDS REQUIRED TO STABILIZE THE GC GENERAL CONTRACTOR SS STAINLESS STEEL I I L•- 5 20.0 36.6 -47.6 g A' + FLOOR OR ROOF STRUCTURE DURING AND AFTER CONSTRUCTION, IN GA GAGE STD STANDARD 1 W L ADDITION TO THE BRACING INDICATED ON THE STRUCTURAL GALV GALVANIZED SYM SYMMETRICAL. 1 i 5 50.0 34.3 -43.1 I DRAWINGS. I 5 100.0 32.4 -39.9 635.5 THE WOOD TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL HORIZ HORIZONTAL TD TURNDOWN BY A REGISTERED PROFESSIONAL ENGINEER HK HOOK TOB TOP OF BEAM I 1 NOTES: V 3 CALCULATIONS STAMPEDTOC TOP OF CONCRETE I 1 1. TABULATED COMPONENT AND CLADDING PRESSURES (Putt) HAVE Z Q 8 LICENSED TO PRACTICE IN THE STATE OF FLORIDA FOR ALL TRUSS K KIPS TOF TOP OF FOOTING 1 1 BEEN CALCULATED IN ACCORDANCE WITH THE DESIGN BUILDING CODE TYPES, WHICH INDICATE TRUSS CAPACITIES AND DEFLECTIONS. , KLF KIPS PER LINEAR FOOT TOJ TOP OF JOIST 1 I PER NOTE 100.1 BASED ON ULTIMATE DESIGN WIND SPEED (Vult) PER 635.6 ERECTION SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE KSF KIPS PER SQUARE FOOT TOS TOP OF STEEL I I NOTE 100.3A AND SHOULD BE USED IN CONJUNCTION WITH ASCE 7-10 ALLI LOAD COMBINATIONS. TABULATED PRESSURES CAN BE CONVERTED TO RECOMMENDATIONS. LBS POUNDSKSI KIPS TS SQUARE INCH TSW TUBULAR P OF WSTEEL O O C O 2 1 2 2 1 2 1 NOMINAL BY MULTIPLYING BY 0.6. 635.7 NO SPLICES IN WEBS, CHORDS, OR OTHER LOAD CARRYING LLH LONG LEG HORIZONTAL TYP TYPICAL MEMBERS MAY BE MADE WITHOUT REVIEW AND APPROVAL ON THE LLV LONG LEG VERTICAL I I FINAL TRUSS SHOP DRAWINGS WHICH INCLUDE SPECIFIC LOCATIONS LW LIGHTWEIGHT LINO UNLESS NOTED OTHERWISE II ROOF OVERHANG AND DETAILS FOR ANY SUCH SPLICE(S). I I COMPONENTS AND CLADDING TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE MBM METAL BUILDING MANUFACTURER VCJ VERTICAL CONTROL JOINT I I WIND LOADS FOR EXPOSURE C 635.8 TEMPORARY MC MOMENT CONNECTION VERT VERTICAL WITH "RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY MANUF MANUFACTURER(ING) i WITH ANGLE 7-27 DEGREES BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (DSB-89) MAX MAXIMUM WP WORK POINT I 1 WALL BELOW ZONE EFFECTIVE WIND AREA (FT ) Putt WIND PRESSURES AND "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, MECH MECHANICAL WWM WELDED WIRE MESH 1 I 210.0 2 -71.3 INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" MIN MINIMUM i (HIB-91). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS MISC MISCELLANEOUS XS EXTRA STRONG I I 2 20.0 -71.3 M DESIGNER. TEMPORARY BOTTOM CHORD WEB BRACING SHALL REMAIN MO MASONRY OPENING XXS DOUBLE EXTRA STRONG PERMANENTLY IN PLACE. THE BOTTOM CHORD BRACING SHALL NOT 1 1 2 5p,p -71.3 SHEATHING IS ATTACHED TO i 1 N EXCEED 10 FOR TRUSSES WHERE NO SHEAT I i N THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER. I 2 100.0 -71.3 M 10.0 3 -119.9 04 I PROVIDE 2X4 LATERAL BRACING AT 36" ON CENTER UNDER 3 -108.2 4-1 PIGGYBACK TRUSSES. AT TRUSSES REQUIRING WEB BRACING, I I ° PROVIDE 2X4 DIAGONAL AT 20' MAX NAILED TO WEBS FROM ROOF I --� �-------- 20.0 TO BOTTOM CHORD. ALL BRACING SHALL BE NAILED WITH 2-16D I U2 OI ° 3 50.0 -92.7 MSI xj NAILS TO TRUSSES. FOR TRUSS SPANS EXCEEDING 60'-0" SUBMIT I I 3 100.0 -81.0 BRACING DRAWINGS SIGNED AND SEALED BY A REGISTERED I ENGINEER IN THE STATE OF FLORIDA. NOTES: U W 1. TABULATED COMPONENT AND CLADDING PRESSURES (Putt) HAVE 635.9 THE WOOD TRUSS MANUFACTURER SHALL DESIGN AND SPECIFY ALL ® 1 1 �I i I BEEN CALCULATED IN ACCORDANCE WITH THE DESIGN BUILDING CODE CONNECTIONS AND CONNECTION COMPONENTS BETWEEN WOOD 1 I PER NOTE 100.1 BASED ON ULTIMATE DESIGN WIND SPEED (Vult) PER U TRUSSES AND BEARING CONNECTIONS OF THE WOOD TRUSSES TO 1 I NOTE 100.3A AND SHOULD BE USED IN CONJUNCTION WITH ASCE 7-10 THE SUPPORTING STRUCTURE. ALL CONNECTIONS AND CONNECTION ® LOAD COMBINATIONS. TABULATED PRESSURES CAN BE CONVERTED TO H-1 , COMPONENTS SHALL BE INDICATED ON THE FINAL SHOP DRAWINGS. I NOMINAL BY MULTIPLYING BY 0.6. vr , 635.10 THE WOOD TRUSS MANUFACTURER SHALL REFER TO MECHANICAL I I AND ELECTRICAL DRAWINGS FOR COORDINATION OF MECHANICAL/ I I ELECTRICAL UNITS AND SPECIAL CONCENTRATED LOADS SUPPORTED a BY THE WOOD TRUSSES NOT INDICATED ON THE STRUCTURAL ° L3 Q----- Q ---------�-______ --------- Z FQ DRAWINGS. 635.11 WHERE MECHANICAL / ELECTRICAL LOADS ARE ATTACHED TO THE L-F°•-! WOOD TRUSSES, ATTACHED LOADS SHALL NOT EXCEED THE LOADS 3 INDICATED IN THE NOTES ABOVE. WHERE THE ACTUAL LOADS EXCEED THE LOADS INDICATED ABOVE, THE WOOD TRUSS MANUFACTURER SHALL EITHER PROVIDE ADDITIONAL FRAMING TO DISTRIBUTE THE LOADS TO CONFORM TO THE LOADS INDICATED OR PROVIDE COMPONENTS AND CLADDING ADDITIONAL LOCALIZED CAPACITYIN THE WOOD TRUSS DESIGN TO Z SUPPORT THE ACTUAL LOADS. WIND PRESSURE DIAGRAM A 635.12 WHERE MULTIPLE PIPING LINES RUN PARALLEL, STAGGER THE PIPE _ a SUPPORT HANGERS AS REQUIRED TO COMPLY WITH THE LOADS INDICATED ABOVE. W H z w REVISION DATE ISSUE DATE 23 MAY 2013 r 0 C DRAPING TITLE COMPONENTS AND CLADDING Y - v COMMISSION NO. N - 12154 r rA 6501 Arlington eigmsmy SHEET NUMBER oo ' Building S. SuRe 201 JwksonvUls, FL 32211 A E S31049743.4633 FX:904.726.9296S002 PAMELA L COWDEN PE 51898 FL COA #791 SC CoA #1691 COYYRIGHT7013 NOELKSRAND HULLASSOCIATES,INC. 2X6 OUTRIGGERS AT 2'-O"OC MAX 51'-8" 18'-0" 51'-8" 18'-0" CC-4)114 )C-4 2'-0"SQ THICKENED SLAB REINF a a WITH 3#5 EACH WAY BOTTOM Cv N c.� N PRE-ENGINEERED GABLE END WALL TRUSS x It ------ - - TD - - - rM2 —M1 O S202 _ 1 M2 v v M1 CJ I 0 0 � I 1 IM2 1 �01 I CJ I CJ I o 0 � .5) N �01 CU b M r u ■ Q a Cp IM2 I F� o0 O ( L, x s x 4.) o>� I I N U1 = — I I I I s co M \ o + 4) — Ln O a xCJ `r) a CD G I - ,C CD ( M2 ( M1 NOTE 3 I 1 N M + = m O CJ F w L� 1- z a 10 1 I NOT 2 I = ( M2 CJ I 0 W w CU 39 m 0 O I i L + r O _ _ + + I I FJ _ L) I L� �, 2N I M 2 I I w N x _ m O ` 3� - Z a cn L - - - - - - - - - - - - - - - - - - -� CJ I o 0 0 — — — — — — — — — — — — — — — — — —r O v , 6X6 COLUMN IM2 I F a � r � � M L �- ! I w x j i 1 M CJ I 0 SLOPE 6E SLOPE _ o I I NOTE 3 ( .i r I I M1 L� x I CJ 1 1 M 1 � M 1 M 1� I cO CO, oo_ NN PRE-ENGINEERED TRUSS M I o WITH EXPOSED PARTIAL N M 1 'a) M N GABLE END WALL M 1 rr� 0 1 2-2X8 BEAM- 4X4 EAM 4X4 COLUMN O cNn (A H 1 I OM1 o SHADED AREA DENOTES AREA OF TRUSS l U i I � X BOTTOM CHORD I 'VE InAn OF 402SE 2 I M2 NO E 1 a 2 S201 CJ 0 . , x 00 S201 N .. .. LLTD o w z H I M2 I Z5 < OM16. X6 OUTRIGG RS I IS 1 I AT 24"OC MAX1.4 PRE-ENGINEE ED a � — — — ) M1 WOOD TRUSS S L- - - - - - - - - - - - - - - - - - --� — — J AT 24"OC MA �j Q M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 o PRE-ENGINEERED GABLE ►-� 0 0 END WALL TRUSS N N N N r N N (n to 69'-8" `.J 69'-8" 2X6 OUTRIGGERS AT 2'-O"OC MAX A FOUNDATION PLAN ROOF FRAMING PLAN NOTES: SCALE: -g = 1'-0" MASONRY PILASTER SCHEDULE W SCALE: $" = 1'-O" 1. 4" FIBER REINFORCED CONCRETE SLAB ON GRADE ON VAPOR' BARRIER ON COMPACTED FILL. VERIFY LOCATION OF CONSTRUCTION/ MARK CONFIGURATION REINFORCEMENT CONTRACTION JOINTS WITH ARCHITECT. 1. "5 8APA RATED EXPOSURE 1 BLOCKED, / 48/24 SPAN RATING PLYWOOD 2. 4" FIBER REINFORCED CONCRETE SLAB ON GRADE ON COMPACTED ROOF SHEATHING. SEE GENERAL NOTES FOR ATTACHMENT AND ADDITIONAL FILL. VERIFY LOCATION OF CONSTRUCTION/ CONTRACTION JOINTS M 1 ; 2#5, 1 CELL INFORMATION. WITH ARCHITECT. O (DOUBLY REINF) 2. PROVIDE 2X6 MIN BLOCKING AT ALL RIDGES AND EAVES AND UNSUPPORTED 3. 6" FIBER REINFORCED CONCRETE SLAB ON GRADE ON VAPOR 2#5, 2 CELLS PLYWOOD PANEL EDGES. BARRIER ON COMPACTED FILL. VERIFY LOCATION OF CONSTRUCTION/ M2 (SINGLY REINF) CONTRACTION JOINTS WITH ARCHITECT. 3. TOP OF WALL EL +10'-8" UNO. 4. REFERENCE FINISH FLOOR ELEVATION 0'-0"=--.0 NGVD. COORDINATE FLOOR NOTES: 4. TOP OF WOOD BEAM EL +10'-11" UNG. ELEVATIONS, SLOPES AND RECESSES WITH ARCHITECT AND CIVIL 1. FILL ALL CELLS SOLID WITH 3000 PSI GROUT. DRAWINGS. 5. TRUSS MANUFACTURER SHALL PROVIDE ALL BRIDGING AND BLOCKING REWISIONDATE 5. TOP OF FOOTING ELEVATION SHAL BEAR A MINIMUM 1'-6" BELOW REQUIRED TO STABILIZE THE TRUSSES. FINISH GRADE. 6. ALL METAL CONNECTORS THAT ARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR GALVANIZED. CONTRACTOR SHALL 6. STEP FOOTINGS BELOW WATER AND SANITARY PIPES. SEE TYPICAL VERIFY COATING REQUIREMENTS WITH TREATED WOOD AND METAL DETAILS F/S5.1 AND G/S5.1 CONNECTOR MANUFACTURER. ISSUE DATE dd 7. EXTERIOR CENTERED ATSON 0" OCLLMAXHALL UNO.BEFR LINFORCED WITH REINFORCED CELLS SOLID WITH 5 VERTICALCO NTI N U 0 U S WALL 7 MASONRYHIWALLSRAL AND OPEINGS NINGSFOR HEIGHT, WIDTH AND LOCATIONS OF 23 MAY 2013 3000 PSI GROUT. SEE SECTIONS AND TYPICAL MASONRY DETAILS ON FOOTING SCHEDULE SHEET S5.2 FOR ADDITIONAL REQUIRED WALL REINFORCEMENT. 8. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPES, ELEVATIONS AND MARK SIZE REINFORCEMENT OVERHANGS. DRAWING TITLE 8. EXTERIOR MASONRY WALL FOOTINGS SHALL BE TYPE WF2.0 UNO. SEE 9. TRUSS MANUFACTURER SHALL COORDINATE TRUSS DESIGN AND LAYOUT CONTINUOUS WALL FOOTING SCHEDULE ON THIS SHEET. 4#5 CONT FOUNDATION WF2.0 2'-0" WIDE X1'-6" DEEP WITH ARCH AND MECHANICAL TO ALLOW FOR DUCTWORK TO PASS THROUGH. 9. SEE ARCHITECTURAL DRAWINGS FOR HEIGHT, WIDTH AND LOCATION OF #3 TIES AT 24"OC AND MASONRY WALLS AND WALL OPENINGS. ROOF FRAMING - cO M � 10. MX DENOTES MASONRY PILASTER TYPE. SEE MASONRY PILASTER M ISSIONNO. Cod SCHEDULE ON THIS SHEET. _ 12154 11. TD - DENOTES TURN DOWN SLAB. SEE DETAIL F/S5.1. 1 , 83011 mo;on ma�sway SHEET NUMBER uilding B, Suite c - �!" 1acksonviNB, FL 32211 AES 31 904.743.4833 FX 904.725.9295 siol 313.049 041 L PAMELA COINDEN PE 51898 FL COA #791 SC COA #1891 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. PLYWOOD SHEATHING SEE PLAN PRE-ENGINEERED WOOD TRUSS SIMPSON LRU210 HANGER SEE PLAN AT EACH RAFTER BLOCKING AT 4'-0"OC MAX co a SIMPSON H10-2 OR H10A n AT EACH RAFTER p� N BEAM CONT WOOD cu M U � a _ o SIMPSON LTS12 U) N � N AT EACH TRUSS RAFTERco TRUSS BEARING SIMPSON LTS12 SIMPSON H10-2 AT SEE PLAN + EL+10'-11" AT EACH TRUSS EACH TRUSS — � RAFTER BEARING o `O EL+10'-11" — rn i PT 2-2X8 TOP PLATE PT 2-2X8 TOP PLATE SIMPSON H10-2 AT ATTACHED TO WALL ATTACHED TO WALL WITH 3/4" DIA ANCHOR WOOD BEAM a EACH TRUSS WITH 3/4 DIA ANCHOR BOLTS AT 2'-0"OC BOLTS AT 2 —0 OC a•., (12" EMBED) g (12 EMBED) SEE PLAN N s�� cu 2—TROUGH BLOCKS A N SIMPSON CCQ4.62-5.50SDS s— + E REINF WITH 4#5 2—TROUGH H BLOCKS COLUMN CAP OCKS N L CONT GROUT CELLS qD SOLID CONT GROUT CELLS SOLID WOOD COLUMN j co a CMU WALL SEE PLAN N . SEE PLAN O N L �~ zap CMU WALL SEE PLAN SIMPSON CBSQ66-SDS2 ' FINISH GRADE CONCRETE SLAB COLUMN BASE OR PAVING SEE PLAN SEE CIVIL FINISH FLOOR EL 0'-0" ' 7. io - - - . z m - VAPOR BARRIER U COMPACTED FILL COMPACTED FILL CONCRETE FOOTING 3"CLR SEE PLAN CONCRETE FOOTING 3"CLR SEE PLAN THICKENED CONCRETE M SECTION FOOTING SEE PLAN N SCALE: " = 1'-0" S201 M H W rrH V w PLYWOOD SHEATHING W SEE PLAN— �T rh U PRE-ENGINEERED _ z WOOD TRUSS SEE PLAN-� vr 1 �y W W A w I H PLYWOOD SHEATHING SEE ARCH SEE PLAN ►�-� JOIST HANGER UPLIFT CONNECTOR AT EACH OUTRIGGER A AT EACH OUTRIGGER 2X BLOCKING BETWEEN OUTRIGGERS FASCIA -2-SIMPSON MTS12 TRUSS BEARING SEE ARCH AT EACH TRUSS EL+10'-11 2X6 OUTRIGGER 2-SIMPSON MTS12 w " AT EACH TRUSS SEE PLAN PT 2-2X8 TOP PLATE A. ATTACHED TO WALL PT 2-2X8 TOP PLATE EL+8'-4" WITH 3/4" DIA ANCHOR ATTACHED TO WALL BOLTS AT 2'-0"OC WITH 3/4" DIA ANCHOR L (12" EMBED) BLO T EMBED) 0"OC PLYWOOD PRE-ENGINEERED WALL SHEATHING SEE GENERAL WOOD TRUSSES 2-TROUGH BLOCKS NOTES SEE PLAN REINF WITH 4#5 2-TROUGH BLOCKS CONT GROUT CELLS REINF WITH 4#5 WOOD BEAM SOLID CONT GROUT CELLS REVISIONDATE SEE PLAN SOLID CMU WALL SEE PLAN CMU WALL SEE PLAN WOOD COLUMN SEE PLAN ISSUE DATE dd fV CONCRETE SLAB FINISH GRADE m OR PAVING S SEE PLAN 23 MAY 2013 SEE CIVIL FINISH FLOOR EL 0 0 DRAWING TITLE — — *r- VAPOR BARRIER z Y SECTIONS � CONCRETE FOOTING COMPACTED FILL r7 THICKENED CONCRETE 3 CLR SEE PLAN CONCRETE FOOTING -� SEE PLAN M COMMISSIONNO. 661 FOOTING SEE PLAN _ 3"CLR 12154 COMPACTED FILL SECTION 2 SCALE: in = 1'-0" S201 _ - - 6501 Arlington Dpressmy SHEET NUMBER A -- - . Butlding B, Suite 201 C114 �� J9CksorMlle, Fl E2211 �'' `` 313-049743.4933 Fk 904.725.9295 ol! PANE C _. FL #7 S201 LA OWDEN PE 51898 con 91 SC COA �1►1691 COPYRIGHT 2013 NOELKERAND HULLASSOCIATES,WC. SEE ARCH SEE ARCH PLYWOOD SHEATHING UPLIFT CONNECTOR PLYWOOD SHEATHING UPLIFT CONNECTOR PLYWOOD SHEATHING UPLIFT CONNECTOR SEE PLAN SEE PLAN SEE PLAN AT EACH OUTRIGGER AT EACH OUTRIGGER AT EACH OUTRIGGER ND WALL TRUSS ND WALL TRUSS ND WALL TRUSS 2X BLOCKING JOIST HANGER 2X BLOCKING JOIST HANGER JOIST HANGER BETWEEN OUTRIGGERS AT EACH OUTRIGGER BETWEEN OUTRIGGERS AT EACH OUTRIGGER AT EACH OUTRIGGER FASCIA FASCIA SEE ARCH SEE ARCH RAFTER 2X6 OUTRIGGER WOOD TRUSS 2X6 OUTRIGGER SEE PLAN (� SEE PLAN SEE PLAN SEE PLAN WOOD TRUSS BLOCKING WOOD TRUSS SEE PLAN SEE PLAN SEE PLAN Cn ¢ o PLYWOOD PLYWOOD PLYWOOD SIMPSON H1 c n WALL SHEATHING WALL SHEATHING WALL SHEATHING AT EACH RAFTER .F.r ,v� s M SEE GENERAL SEE GENERAL SEE GENERAL � N oa .� 0 a NOTES NOTES NOTES RIDGE BEAMSEE PLAN V L + + m rn BRIDGING SEE RIDGING SEE RIDGING SEE •O 0 $ SIMPSON HGA10 DETAIL A/S5.3 SIMPSON HGA10 DETAIL A/S5.3 SIMPSON HGA10 DETAIL A/S5.3 C ON M ci TRUSS BEARING TRUSS BEARING TRUSS BEARING RAFTER BEARING SIMPSON LRU28 HANGER CD a EL+10'-11" � L+10'-11" EL+10'-11" EL AT EACH RAFTER RAFTER •c SEE PLAN = to PT 2-2X8 TOP PLATE PT 2-2X8 TOP PLATE PT 2-2X8 TOP PLATE a- ATTACHED TO WALL ATTACHED TO WALL ATTACHED TO WALL -� a WITH 3/4" DIA ANCHOR LINTEL WITH 3/4" DIA ANCHOR WITH 3/4" DIA ANCHOR ++ a BOLTS AT 2'-0"OC SEE SCHEDULE BOLTS AT 2'-0"OC BOLTS AT 2'-0"OC WOOD BEAM cc 29 (12 EMBED) (12 EMBED) (12 EMBED) SEE PLAN j 2-TROUGH BLOCKS 2-TROUGH BLOCKS 2-TROUGH BLOCKS SIMPSON EPC44-16 L + REINF WITH 4#5 REINF WITH 4#5 REINF WITH 4#5 COLUMN CAP N CONT GROUT CELLS CONT GROUT CELLS CONT GROUT CELLS + SOLID WINDOW SOLID SOLID SEE ARCHWOOD COLUMN ,4? 1204 SEE PLAN �` O � 21 CMU WALL CMU WALL CMU WALL z Q SEE PLAN CMU "U" BLOCK SEE PLAN SEE PLAN WITH 1#5 CONT SIMPSON PB44 FINISH GRADE CONCRETE SLAB FINISH GRADE CONCRETE SLAB CONCRETE SLAB COLUMN BASE OR PAVING SEE PLAN OR PAVING SEE PLAN SEE PLAN SEE CIVIL SEE CIVIL FINISH FLOOR FINISH FLOOR FINISH FLOOR L FINISH FLOOR EL 0'-0" - _ EL 0'-0" - EL 0'-0" _ _ Z APOR BARRIER Z ,APOR BARRIER' :7 77. APOR BARRIER - J COMPACTED FI r COMPACTED FILL- COMPACTED FILL COMPACT,., F 7 COMPACTED FILL M CO CED LL M CO PAC ED ILL CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKENED CONCRETE 3"CLR SEE PLAN 3"CLR SEE PLAN 3"CLR SEE PLAN FOOTING SEE PLAN M M SECTION 4 N S ECTI 0 N2 SCALE: g" = 1'-0" SECTION SECTION S202 3 3" S202 0.4 SCALE: = 1'-0" S202 3„ S202 ^ SCALE: g = 1 -0 SCALE: 3 = 1,_O,, PLYWOOD SHEATHING jl UPLIFT CONNECTOR SEE ARCH SEE PLAN H AT EACH OUTRIGGER ND WALL TRUSS t� 2X BLOCKING H BETWEEN OUTRIGGERS JOIST HANGER r 1 AT EACH OUTRIGGER FASCIA y U SEE ARCH z � W H W 2X6 OUTRIGGER WOOD TRUSS SEE PLAN SEE PLAN PLYWOOD a RIDGING SEE WALL SHEATHING w SEE GENERAL DETAIL A/S5.3 ^ Q OUTRIGGERS AT NOTES PLYWOOD SHEATHING 2'-0"OC MAX �1 I SEE PLAN PRE-ENGINEERED SIMPSON HGA10 [--I WOOD TRUSS V SEE PLAN TRUSS BEARING H EL+10 - 11 n PT 2-2X8 TOP PLATE ATTACHED TO WALL UPLSEEFT SCHEDULE BOLTS WITH 3/4" DIA ANCHOR W BOLTS AT 2'-0"OC ZTRUSS BEARING RAFTER BEARING (12" EMBED) W EL+10'-11" UPLIFT CONNECTOR EL+10'-112-TROUGH BLOCKS " MW i' SEE SCHEDULE REINF WITH 4#5 PT 2-2X8 TOP PLATE CONT SOLID GROUT CELLS PT 2-2X8 TOP PLATE ATTACHED TO WALL � II ATTACHED TO WALL WITH 3/4" DIA ANCHOR �a WITH 3/4" DIA ANCHORWOOD BEAM BOLTS AT 2'-0"OC BOLTS AT 2 -0 OC BOTTOM OF GABLE SEE PLAN I' t (12" EMBED) (12° EMBED) TRUSS SEE ARCH _-----CMU WALL SEE PLAN COLUMN 2-TROUGH BLOCKS 2-TROUGH BLOCKS SIMPSON CCQ4.62-5.50SDS REINF WITH 4#5 REINF WITH 4#5 COLUMN CAP CONT GROUT CELLS CONT GROUT CELLSREVISIONDATE SOLID SOLID S00 EE D� CNLUMN CMU WALL FINISH GRADE CONCRETE SLAB OR PAVING SEE PLAN SEE PLAN SEE CIVIL FINISH FLOOR L ISSUE DATE I CMU WALL EL 0'-0" s SEE PLANSIMPSON CBSQ66-SDS2 APOR BARRIER�1��— 23 MAY 2013 S COLUMN BAS ` FINISH GRADE SEE PLAN CONCRETE SLAB OL E r� COMPACTED FILL OR PAVING 3"CLR SEE PLAN a SEE CIVIL FOOTING CONCRETE DRAWING TITLE FINISH FLOOR SECTIONS - EL 0'-0" - �° -I �` - VAPOR BARRIER " - 1 _0 S2o2 COMMISSIONNO. COMPACTED FILL COMPACTED FILL oda CONCRETE FOOTING CONCRETE FOOTING - 12154 3"CLR SEE PLAN 3"CLR SEE PLAN - THICKENED CONCRETE FOOTING SEE PLAN SECTION 6501 Arlin Q 5 � � ��d�Bots�Expressway 201 SHEET NUMBER SCALE- �" = 1'-0" S202 JadcsonvING, FL 32211 A� PH: a 0a87aa.a6aa FX:904.725.9285 S202 8 PAMELA L COWDEN PE 51898 FL COa #791 SC CoA *1691 y S I d COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. i 9 rU� ONCRETE SLAB " UNO GALV METAL SEE PLAN FORM S501 D CONTRACTION JOINT POUR FLUSH IN S501 ONCRETE SLAB S501 (SAW-CUT, FORMED OR TOOLED) AREAS TO RECEIVE 2#4 CONT 1/4" �• GALV METAL FORM FLOOR COVERING o SEE PLAN _ CONCRETE SLAB SEALANT CONT SHEAR KEY _ SEE PLAN II � COMPACTED FILL I I-III- 10 (� VAPOR BARRIER - r-1 __-_— s 6 CN 3'-0" 3'-0" CONSTRUCTION, COMPACTED FILL 2" o Q o VAPOR BARRIER VAPOR BARRIER BACKING ROD AT INTERIOR SAS CONTRACTION OR SUGGESTED COMPACTED FILL EXPANSION JOINT. .� M " UNO .� o 0 a ONCRETE SLAB CONCRETE SLAB V a + D cp SEE PLAN SEE PLAN MASONRY WALL OR DETAIL o '� o$ o s501 CONCRETE WALL/COLUMN cm TYPICAL C O NTRACTI 0 N JOINT DETAIL s5o, s5o, NOTES: Cn _ M EJ SEALANT 1. INDICATED BY CJ ON PLAN Q + 2. SAW-CUT TO BE MADE WITHIN 8 HOURS OF CONCRETE PLACEMENT. o —I III—III—I �_ o —I I=I I I-I 3. USE FORMED OR TOOLED JOINTS FOR ALL EXPOSED SLABS _c rn �-III=III-III- "- OR AS REQUIRED BY ARCH. c COMPACTED FILL 4. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL t� 3/4" DIA X1'-3" PLAIN STEEL BUILDING CODES. a � / VAPOR BARRIER COMPACTED L �� x rte.+ as DOWELS GREASED AT ONE END, 16 FILL I/ " OC FOR D<5 AND 12 OC FOR VAPOR BARRIER � N h;; D>5" cu m j cc R AT WALL/CCOLUMN + E� ALTERNATE g TYPICAL CONSTRUCTION JOINT DETAILS A TYPICAL EXPANSION JOINT DETAILS STEEL OR PVC SLEEVE WITH ( MINIMUM 2 CLEARANCE AROUND NOTES: S501 S501 PIPE ONCRETE BEAM OR FOOTING 0 :C 1. INDICATED BY CJ ON PLAN NOTES: REINF BARS SAME SIZE SEE PLAN 3 1. INDICATED BY EJ ON PLAN. CONCRETE SLAB AND NUMBER AS BOTTOM 2. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODES. 2. TYPICAL AT ALL MASONRY WALLS, CONCRETE WALLS AND COLUMNS UNO. Q R 3. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODES. SEE PLAN PIPE LONGITUDINAL BARS IN CONT FOOTING 2 4 CONT- lowoTOP OF FOOTING - # >� TOP OF FOOTING '� '� `� EL SEE PLAN LASSLASS EL SEE PLAN FINISH GRADE PAVERS OR j. CONCRETE SLAB SEE CONCRETE SLAB LAP LAP 1#4 ARCH AND CIVIL SEE PLAN FINISH FLOOR U z SEE PLAN R Y z ' M U • �d t }, o CORNER BARS TO MATCH TOP OF FOOTING m W , a SIZE UANTITY AND SPAG{NG ow Q 0 Z 1 '. EL SEE PLAN �- - 1 1 F BEAM OR FOOTING REINFORCING - 0 0 G �1 " " ? - I—I( (—I (- PROVIDE CLASS B TENSION LAP co •- - _ -� 1 CLASS B 1 ( ) • REINF BARS SAME SIZE AND LAP TYP. ►� VAPOR BARRIER NUMBER AS LONGITUDINAL BARS , . " rM MPA T 8 MIN CO CED M FILL "D" LASS " TIES, SEE SCHEDULE 1'-6" 1'-6" N WHICH EVER LAP —LONGITUDINAL BARS MIN MIN GOVERNS SEE SCHEDULE TYPICAL CONCRETE BEAM AND w TYPICAL TURNDOWN SLAB DETAIL TYPICAL STEPPED FOOTING DETAIL F PIPE INTERSECT WITH FOOTING DETAIL FOOTING CORNER REINF DETAIL H NOTES: S501 SCALE: '1" = 1'-0" S501 NOT TO SCALE �01 NOT TO SCALE S501 M.•� U 1. INDICATED BY TD ON PLAN. 2. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODES. 4 U w �rTTU ONCRETE BEAM OR FOOTING F� SEE PLAN 0--1 #4 AT 12" OC SEE PLAN & COORDINAT EACH WAY TOP WITH EQUIP FURNISHED F-A AND BOTTOM (EQUIP SIZE + 1'-0" MIN) PROVIDE ANCHOR BOLTS, EJ LEVELING CHANNELS, ETC Z ^ AS REQUIRED BY EQUIPMENT CORNER BARS TO MATCH CONCRETE SLAB N FURNISHED W w ~ SIZE, QUANTITY AND SPACING A a SEE PLAN OF BEAM OR FOOTING REINFORCING `r r (PROVIDE CLASS B TENSION LAP) _ ill=:117 i N II,;,II ►— II, , 11— Z VAPOR BARRIER H I! COMPACTED FILL p ,II I ' TYPICAL CONCRETE BEAM AND W I'' TYPICAL EQUIPMENT PAD DETAIL K w FOOTING INTERSECTION REINF DETAIL s5o, W NOT TO SCALE S501 REVISIONDATE ISSUE DATE P 0 23 MAY 2013 a DRAWING TITLE $, TYPICAL DETAILS Y� r COMMISSION NO. C- - _ � - � 12154 N — , 6501 Arlin"EMNS AW SHEET NUMBER BuHdlnq B, Suns 201 leCkSOmlille, FL 32211 AES 313-049 5501 C14 PH:904.743.4633 r%9M.725.9295 PAMELA L COWDEN PE 51898 FL COA X791 sc con X1691 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. HORIZ. JOINT REINF VERTICAL BAR POSITIONERS LOCATE AT TOP OF FIRST COURSE, ONE COURSE TOP OF WALL BELOW TOP OF WALL, AND AT 192 BAR PROVIDE 2#5 VERT MINIMUM DIAMETERS WHEN USING HIGH LIFT GROUTING OR AS NOTED ON PLAN EACH VERT REINF SIDE OF OPENING, BARS TO cu VCJ CONT TIE w EXTEND FULL HEIGHT OF BEAM CAULKING PREMOLDED RUBBER OR SEE PLAN STORY IN WHICH OPENING PVC CONTROL JOINT. OCCURS. GROUT CELL SOLID. TONGUE AND GROOVE i� BLOCK UNITS RAKE JOINT 3/4" DEEP SEE SCHED 1 VERT BAR EA VERT REINF SIDE OF VCJ 3 Al 1/ 11 SEE PLAN I 3 )LCV00) S502clqHORtZ REINFLINTEL REINF 3 SEE SCHEDULE CAULKING Z-BAR x SEE PLAN HORIZ. JOINT REINF ! MASONRY OPENING DITTO �Tl INOTE: SEE ARCH DWGS FOR 4 c DOOR LOCATIONS & DIMENSIONS g m �- 1. MAXIMUM SPACING OF CONTROL JOINTS SHALL GROUT � g 'O wo PNG 7 C14 NOT EXCEED 30'-0". PLAN VIEW �4.5 •� o 0 w= 2. SUBMIT CONTROL JOINT PLAN TO ARCH. FOR REVIEW. a CO SINGLY REINF DOUBLY REINF TYPICAL JAMB REINF FOR o o > o i > C S502 S502 � w 0" TYPICAL MASONRY VERTICAL OPENING IN EXTERIOR MASONRY CCM CN Q + 1 5 FINISH FLOOR CONTROL JOINT DETAIL TYPICAL VERTICAL R — I I-PB EINFORCEMENT DETAIL C MASONRY WALL DETAIL p — .c TOP OF FTG NOT TO SCALE 5502 SCALE: 12" = 1'-0" S502 NOT TO SCALE S502 ��-- n DOWEL TO MATCH CALKING BOND AND INTERLOCK EACH42 cc COURSE OF EACH WYTHE AT , VERT REINF JCORNERS AND INTERSECTIONS INTERSECTING L + 48 (R )IAMETER COVER EACH SIDE OF GREASE PORTION OF BARS WALL N LAP MIN JOINT WITH A STRIP EXTENDING ACROSS JOINT N VERTICAL REINFORCING PROVIDE CLEANOUT AND OF MEMBRANE WATER- AND PROVIDE CAP OR SLEEVE WALL OPENING WITHOUT VCJ SEE PLAN INSPECTION HOLES AT PROOFING TO PREVENT ON END TO PERMIT MOVEMENT. REINF W/2#5 co GROUT CELL SOLID. Q� Q �'c6 BOTTOM OF MASONRY WALL AGE THROUGH JOINT. O c AT REINFORCING FOR HIGH LIFT GROUTING z Q 8 HORIZ. BOND TYPICAL MASONRY WALL REINF. ELEVATION = = BEAM REINF NOT TO SCALE C1 S502 NOTES: BOND BEAM NOTES: COURSES CALKING COMPRESSIBLE #5 CORNER BARS 1. SEE PLAN AND SCHEDULE FOR REINFORCING REQUIRED MATERIAL 1. TYP AT ENDS, INTERSECTIONS AND CORNERS OF 2. PROVIDE CMU JOINT REINF AT 16"OC (NOT SHOWN FOR CLARITY) �24 WALLS AND SIDES OF ALL OPENINGS. 3. SEE SPECIFICATIONS FOR HIGH LIFT iGROUTING REQUIREMENTS. 24 2. GROUT ONLY THOSE CELL CONTAINING VERT REINF UNO u-, E 3. PROVIDE 48 BAR DIAMETER LAP FOR ALL VERT BARS. TYP AT ALL FLOORS. CALKING 4. PROVIDE LADDER TYPE PREFABRICATED CORNER AND STANDARD 4 TEE SECTIONS OF STEEL REINFORCING AT 16" OC TO COURSE BE LAPPED 24" MINIMUM WITH HORIZONTAL JOINT REINF M TYPICAL MASONRYN TYPICAL CONCRETE MASONRY TYPICAL MASONRY WALL N EXPANSION JOINT DETAIL M E BOND BEAM CORNER DETAIL F INTERSECTION AND CORNER DETAIL G a NOT TO SCALE S502 S502 S502 r-� U SEE H GROUT TOP OF WALL PLAN LINTEL SCHEDULE ua TROUGH BLOCK HORIZONTAL 1-#4#4 FOR FOR EACH 4" OF BRICK REINFORCING 4 AND 6 WALLS WALL DIMENSION AND REINFORCING U SEE PLAN 2-#5 FOR 8" WALLS OPENINN.G = "L" LINTEL MASONRY BLOCK WIDTHS LINTEL PRECAST CONCRETE WIDTHS �T� F--� [--� _'• -'' ( ) DEPTH 8" WALL 10" WALL 12" WALL DEPTH STEEL W 2j5 FOR 8 WALL 10 WALL 12 WALL r l METAL =` * 12' WALLS 0'-0" < L < 4'-8" 7 5/8" 2-#4 2-#4 2-#4 8" 2-#4 2-#4 2-#4 L3 1/2 X 31/2 X1/4 V LATH JAOIN 6 REINF 4'-8" < L < 6'-0" 7 5/8" 2-#4 2-#5 2-#5 8" 2-#4 2-#4 2-#4 L4 X 3 1/2 X 1/4 LLV ►--� LINTEL BLOCK 6'-0" < L < 7'-4" 15 5/8" 2- 4 2- 4 2-#4 " 2- 4 2- 5 2- 5 (—� FILLED W/ ROT ROT 8 # # # L5 X 3 1/2 X 1/4 LLV CONC GROUT 7'-4" < L < 8'-8" 15 5/8" 2-#4 - 2-#5 8" 2-#5 2-#5 2-#5 L6 X 3 1 2 X 1 w CEILING - / 5/ 6 LLV w " 2-#5 2- 5 2-#6 ,� E...� a SEE ARCH 8'-8" < L < 10'-0" 15 5/8 TOP Aiir BOT TOP ND BOT TOP AND BOT 8 2-#5 2-#5 2-#6 L6 X 3 1/2 X 3/8 LLV 10'-0"< L< 12'-0" 23 5 8" 2- 6 2-#6 2- 7 " 2-#5 _2_-_F5 2-#6 / TPA BOT TOP N OT ITOP N OT 16 TOP AND BOT TOP AN BOT TOP AND BOT L7 X 4 X 3/8 LLV L T NOTES: 1. DO NOT USE THIS SCHEDULE IF CONCENTRATED LOADS ARE APPLIED2. MASONRY WALL BOND BEAM DETAIL 3. ALLVIDE 8"EXTERIOR ELIN EL ANG ANGLESRING AT EACH END SHALL(BE HOTFOR DIP GALVANIZEDDEPTH, 16" FOR 15 5/8" AND 23 5/8" DEPTH SECTION 1 4. Vm FOR MASONRY CONSTRUCTION SHALL BE 1500 psi MIN. A SCALE: 12" = 1'-0" S502 NOT TO SCALE S502 5. " Vc FOR PRECAST CONCRETE SHALL BE 4000 psi MIN. 6. MASONRY AND PRECAST CONCRETE LINTEL REINFORCING SHALL BE PLACED AS SHOWN. 7. VERTICAL WALL REINFORCEMENT SHALL EXTEND THROUGH THE LINTEL AT THE BEARING ENDS. 8. ALL WIDTHS ARE NOMINAL DIMENSIONS. 9. AT CAST-IN-PLACE END SUPPORTS, PROVIDE HOOKED DOWELS INTO CONCRETE WALL/COLUMN THAT MATCH SIZE AND QUANTITY OF LINTEL REINFORCEMENT. w 2" CLRPREC CONCRETE 2" CLR PROVIDE 180' PROVIDE 180' AST com OK LINTEL OR BOND a BEAM UNIT o v ' ►. ^ WIDTH SPAN WIDTH SPAN v SECTION ELEVATION REVISIONDATE SECTION ELEVATION EEND BEANDRING SEE NOTES SEE NOTES BEARING TYPICAL PRECAST LINTEL STD. 8X8 X16 UNIT 00 ISSUE DATE s LO 2' CLR 23 MAY 2013 LINTEL OR BOND N 1 1 BEAM UNIT s DRAWING TITLE PROVIDE 180' HOOK MASONRY VENEER TYPICAL WIDTH SPAN SEE ARCH. DWGS DETAILS Yo SECTION ELEVATION _ res END STEEL LINTEL �`Vxiv COMMISSIONNO. BEARING SEE NOTES SEE SCHEDULE TYPICAL MASONRY LINTEL TYPICAL STEEL LINTELS N 8501 Arlt 12154 n"EKprSSSWW SHEET NUMBER Q C14 BuBdlnp B, Sults 201 Jacksonville, 221 PH:804.743.4833FX:804.725.9295 PAMELA L COWDEN PE 518 F�co 9 S502 98 A #791 SC COA 01891 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. 2X4 "X" BRIDGING LOCATE • AT ALL HORIZONTAL _ ; BRIDGING (MAX 10' 0"OC) BP NAIL TO HORIZONTAL BRIDGING WITH 2-16d NAILS V ' ° PLYWOOD ROOF 2X4 BLOCKING BETWEEN _ DIAPHRAGM PREFABRICATED PLYWOOD SHEATHING B P TRUSSES NAILED TO ROOF WOOD TRUSS a co ° DIAPHRAGM OR 2X12 JOIST �{��♦ ° ° 2X4 BLOCKING AT 2'-0" OC . y o _..__ � v i• + + O >� SIMPSON STC ROOF TRUSS PROVIDE ADEQUATE CLEARANCE •(D o $ ` 1 2X STOP CHORD BRIDGING CLIPS AT 2'-0" OC STAGGER CLIPS FOR TRUSS DEFLECTION N • VARIES AT X BRIDGING M (1 TO 2) NON—LOAD BEARING STUD WALL Q + = o j END WALL TRUSSCD 2x4 "X" BRIDGING NAILED WALL PARALLEL TO TRUSS •c LTS12/ = a MTS12 PLYWOOD SHEATHING a H10 . . . . H1 5 o Simpson Strong- Tie cu N + E HWCD15 N 2) L + + PREFABRICATED v TRUSS/ RAFTER UPLIFT CONNECTION CONT 2X4 HORIZONTAL BRIDGING WOOD TRUSS PROVIDE ADEQUATE CLEARANCE N °' • •� OR 2X12 JOIST TO DOUBLE TOP PLATE 0 R WOOD BEAM (MIN 10 IT LONG SEGMENTS) SIMPSON STC ROOF TRUSS FOR TRUSS DEFLECTION Q V n NAILED WITH 2-16d NAILS L 3 AT EACH TRUSS AND END WALL CLIPURERS AT 2'-0" OC STAGGER CLIPS NON—LOAD BEARING STUD WALL Z ¢ NA- FASTENERS (TOTAL) UPLIFT SHOP SEE RDRAWINGS USS UFOR T LOCATIONS MODEL QTY CAPACITY (MAX 10 -o ) WALL PERPENDICULAR TO TRUSS TO N0. REQ'D 0 RAFTERS PLATES ( 133) TYPICAL X BRIDGING DETAIL AT GABLE END rA_`**� H2.5 1 5-8d 5-8d 415 S503 TYPICAL INTERIOR NON -LOAD BEARING H5 1 4-8d 4-8d 455 STUD WALL BRACING DETAIL rD NOTES: H1 1 6-8dX12 4-8d 490 1. TYPICAL BRIDGING DETAIL SHALL NOT BE USED TO BRACE TRUSS CHORDS S503 WHERE THE AXIAL LOAD EXCEEDS 6,000 LBS. THE TRUSS MANUFACTURER LTS12 1 R 6-1Od 6-10d 775 SHALL DESIGN TRUSS CHORD MEMBERS WITH AXIAL LOADS EXCEEDING 6,000 LBS TO SPAN THE ENTIRE MEMBER LENGTH WITHOUT LATERAL BRACING. H2.5 2 10-8d 10-8d 830 2. PROVIDE "X" BRIDGING AT MAX 20'-0"OC ALONG LENGTH OF HORIZONTAL > > BRIDGING AND AT END WALLS UNO. M H10 1 8-8dX1� 8-8dX1� 905 M 3. ALL CONTINUOUS LATERAL BRACES SHALL BE LAPPED AT LEAST TWO FEET. tV H5 2 8-8d 8-8d 910 CN H1 2 12-8dX12 8-8d 980 MTS12 1 7-1Od 7-10d 1000 •. LTS12 2 12-10d 12-1Od 155004 u H 1 — X1 16-8dX11 H 10 2 6 8d � 2 1810 W MTS12 2 14-1Od 14-1od 2000 '< TYPICAL TRUSS TO CONCRETE UPLIFT CONNECTIONS W H SCALE: NONE NOTES: U 1. ALL ANCHORS SHALL BE EMBEDDED IN CONCRETE AS RECOMMENDED BY 0-4 MANUFACTURER AND HOLES SHALL BE DRILLED IN TOP PLATES TO ALLOW ANCHORS TO PASS. 2. CONNECTIONS TO STEEL BEAMS SIMILAR FOR THE FOLLOWING ANCHORS. HTT 22 HGT-2 W A HD8A MTT288 W 3. BP — BEARING PLATES. AT CONTRACTORS OPTION SUBSTITUTE 21"X2"X"" PLATE WASHER FOR BP �.T.� ►--� 4. HTT/ LTT SIMILAR TO MTT. 5. THROUGH BOLTS MAY BE SHARED ON DOUBLE HDA APPLICATIONS. HDA HOLDDOWN VALUES BASED ON 3" WIDE VERTICAL MEMBER. 6. ANCHOR BOLTS IN CONCRETE MAY BE ADHESIVE ANCHORS. SEE GENERAL Z NOTE 24. BOLTS SHALL BE CENTERED IN TIE BEAM. ►-� ADHESIVE ANCHORS SHALL HAVE THE FOLLOWING MINIMUM EMBEDMENT A AND CAPACITY. ANCHOR D.A. EMBEDMENT UPLIFT CAPACITY (133) 7� 3600# �T� " 10" 5300# hal " 10" 7300# z W �I REVISION DATE ISSUE DATE ry M 23 MAY 2013 I DRAWING TITLE N TYPICAL DETAILS COMMISSION NO. 12154 6501 AAI � �x'ess� SHEET NUMBER C94 � � �?` Sinking B Suite 201 cif PH:904.743.4833 FX:904.725.9295 JaCkBOrnitlle, FL 32211 S503a AES 313-049 PAMELA L COWDEN PE 51898 FL COA #791 SC COA #1691 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. M d C� MECHANICAL LEGEND PROJECT GENERAL NOTES SA 1. PRIOR TO ORDERING OR FABRICATING ANY EQUIPMENT THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES ANDSHALL a L REPORT ANY Y D ISCREP X ANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT/ENGINEER. TYPE SA SUPPLY DIFFUSER WxH DUCTWORK (WIDTH X HEIGHT) CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL FOR ALL SIGNIFICANT CHANGES UPON REQUEST. -� "CFM" ADJUSTABLE PATTERN LOUVERED FACE •.� N •• yARTHUR B. HIL I o L 2. FABRICATE .� " SUPPLY DIFFUSER, GYPSUM CEILINGS, CTE AND IN .� o STALL DUCTWORK IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS, LATEST EDITION, FOR 1 � � M �� INTEGRAL DAMPER, "X" INDICATES NECK X"D DUCTWORK (DIAMETER OF DUCT) PRESSURE GUAGE CLASS, SEALED TO CLASS A. ALL DUCT SIZES ARE INSIDE DIMENSIONS. ALL ROUND DUCT JOINTS SHALL HAVE A FL PE# 56184 SIZE, "CFM" INDICATES SUPPLY AIRFLOW. MINIMUM OF 3 SCREWS SPACED EQUALLY AROUND THE CIRCUMFERENCE. � V X ELBOW WITH TURNING VANES 3. PROVIDE CONICAL OR 45 DEGREE ENTRY FOR BRANCH DUCT TO MAIN DUCT CONNECTIONS. PROVIDE MANUAL VOLUME DAMPERS WITH Z (PLAN, UP, DOWN) STAND-OFF QUADRANT FOR ALL DIFFUSER AND GRILLE CONNECTION TAKEOFFS, UNLESS OTHERWISE INDICATED ON DRAWINGS. SR INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES WHEREVER POSSIBLE; MAXIMUM 30 DEGREES. °O »LxW„ TYPE SR SUPPLY REGISTER W CURVED BLADE CEILING SUPPLY REGISTER, ROUND ELBOW FOR ROUND DUCT, 4. LOCATION OF DUCTWORK IS APPROXIMATE. MAKE ADJUSTMENTS AS NECESSARY, TO AVOID INTERFERENCE WITH FRAMING TRUSS W "CFM" o GYPSUM CEILINGS, INTEGRAL DAMPER AND RADIUS ELBOW FOR SQUARE DUCT WEBBING, AND ANY OTHER UNFORSEEN OBSTRUCTIONS. SEE REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF DIFFUSERS, RETURN Z >~ (v c "" ® NECK ADAPETER, LxWINDICATES GRILLES AND EXHAUST GRILLES. SUBMIT SHOP DRAWINGS FOR APPROVAL FOR ALL SIGNIFICANT CHANGES UPON REQUEST. � � •� . � a REGISTER SIZE, "CFM" INDICATES SUPPLY � _ Zw AIRFLOW. SEE PLANS FOR NECK SIZE. 5. ALL DUCTWORK SHALL BE GALVANIZED STEEL AS SPECIFIEDALL DUCTWORK SHALL BE INSULATED. (� + + W O .` MITERED ELBOW 6. UNLESS OTHERWISE INDICATED, FLEX SIZE SHALL MATCH THE INDICATED DIFFUSER NECK SIZE. o g »-� RG 7. RUN FLEX DROPS FULLY EXTENDED AND SUPPORT TO MINfMIZE $ENDS AND SAGS. MINIMIZE FLEXIBLE DUCT LENGTHS AS MUCH AS � _�M "LxW" TYPE RG RETURN GRILLE TRANSITION 15 DEGREE TYPICAL, "CFM" EGGCRATE GRILLE WITH NECK ADAPTER, ( POSSIBLE AND LIMIT TO LESS THAN 6'. PROVIDE ROUND METAL EXTENSIONS WHERE REQUIRED TO MEET THIS LIMITATION. GC + � � � MAXIMUM 30 DEGREES) 8. PROVIDE TRANSITIONS AS REQUIRED TO ADAPT EQUIPMENT TO DUCT SIZES SHOWN. PROVIDE FLEXIBLE DUCT CONNECTORS ..r .c GYPSUM CEILINGS, 1/2" X 1/2" CORE, TO ALL "LxW" INDICATES FACE SIZE, "CFM" INDICATES RETURN AIRFLOW. SEE PLANS MOTORIZED EQUIPMENT. FOR NECK SIZE. cu BRANCH DUCT CONNECTION WITH 9. MOUNT THERMOSTATS AND OTHER CONTROL DEVICES A MAXIMUM OF 48" AS REQUIRED BY THE FLORIDA ACCESSIBILITY CODE NEAR a N 45' ENTRY & MANUAL VOLUME LOCATIONS SHOWN. n DAMPER y g� ER TYPE ER EXHAUST REGISTER 10. REFER TO ARCHITECTURAL DRAWINGS TO CONFIRM LOCATION OF FIRE RATED WALLS. PROVIDE FIRE DAMPERS AND/OR GRILLES cu "X" WHERE DUCTS PENETRATE RATED WALLS. cu "CFM" EGGCRATE GRILLE WITH INTEGRAL LE DAMPER AND NECK ADAPTER, GYPSUM +FLEX DUCT TAKE-OFF WITH 11. ALL MECHANICAL EQUIPMENT AND MATERIALS SHOWN ARE NEW UNLESS SPECIFICALLY OTHERWISE INDICATED. g" CEILINGS, 1/2" X 1/2" CORE, "LxW" � + { INDICATES FACE SIZE, "CFM" INDICATES SPIN-IN FITTING AND MANUAL RETURN AIRFLOW. SEE PLANS FOR VOLUME DAMPER (NO SCOOP) 12. COORDINATE WITH GENERAL CONTRACTOR TO ENSURE UNDERCUT TOILET ROOM DOORS. UNDERCUT SHALL BE 1" CLEAR A.F.F. NECK SIZE. 13. PROVIDE OPPOSED BLADE DAMPERS AT RETURNS TO ALL AIR HANDLING UNITS WHEN SHEAVES AND PULLEYS ARE NOT AVAILABLE 0 s �N •� ROUND DUCT CONICAL TAP WITH FOR BALANCING TOTAL SYSTEM AIRFLOW. Q Ef#XR-F TYPE ER-F EXHAUST REGISTER FOR VOLUME DAMPER (DAMPER IS NOT 14. PROVIDE ALL PIPING REQUIRED FOR A COMPLETE SYSTEM INSTALLATION INCLUDING PRIMARY AND SECONDARY CONDENSATE LINES F RATED CEILINGS SHOWN) AND REFRIGERANT LINES. INSULATE ALL SUCTION LINES AND INDOOR PORTIONS OF CONDENSATE DRAIN LINES. SLEEVE ALL SLAB AND "CFM" EGGCRATE GRILLE WITH INTEGRAL DAMPER AND NECK ADAPTER, FOR WALL PENETRATIONS. SIZE ALL PIPING ACCORDING TO THE AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION IN 1 HOUR GYPSUM LENGTH OF RUN AND CHANGE IN ELEVATION. PROVIDE APPROVED EMERGENCY DRAIN PAN FOR ALL AIR HANDLING UNITS. CEILINGS, 1/2" X 1/2" CORE, "LxW" CIE INDICATES FACE SIZE, "CFM" INDICATES ROUND BRANCH DUCT 15. TEST AND BALANCE HVAC SYSTEMS AS SPECIFIED. RETURN AIRFLOW. SEE PLANS FOR CONNECTION WITH 45' TAKE-OFF NECK SIZE. 16, ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA MECHANICAL CODE, EDITION AS ADOPTED BY AUTHORITY HAVING JURISDICTION. TYPE EG EXHAUST RIR REGISTER MANUAL VOLUME DAMPER 17. MAINTAIN FULL CLEARANCES AS RECOMMENDED BY MANUFACTURER FOR ALL EQUIPMENT. 35' FIXED DEFLECTION WITH INTEGRAL " "X " DAMPER, SURFACE OR DUCT MOUNT, „ BREAK LINE, RECTANGULAR DUCT CFM X INDICATES SIZE, CFM INDICATES EXHAUST AIRFLOW BREAK LINE, ROUND DUCT FIRE DAMPER I M N OTHERMOSTAT CONTROLS & SEQUENCE OF OPERATIONS U V X DETAIL SYMBOL. TOP SHOWS TAG, SPLIT SYSTEM FEAT PUMP Y BOTTOM SHOWS DETAIL SHEET. SPLIT SYSTEM HEAT PUMPS SHALL HAVE THE MANUFACTURER'S RECOMMENDED DEDICATED PROGRAMMABLE THERMOSTAT WITH AUTOMATIC CHANGEOVER AND A MINIMUM RANGE OF 557 TO 85'F. AS A MINIMUM, THERMOSTAT SHALL HAVE SEPARATE ADJUSTABLE 7 DAY/24 HR OCCUPIED AND UNOCCUPIED SCHEDULES. THERMOSTATS SHALL BE MOUNTED v Z Z NEAR LOCATIONS SHOWN ON PLANS. THERMOSTAT SHALL COORDINATE WITH THE VARIABLE SPEED AIR HANDLER TO MAXIMIZE PERFORMANCE UNDER PART LOAD CONDITIONS. PROVIDE LOCK BOX. SET INITIAL PROGRAMMING TO PERFORM ozQ THE FOLLOWING: < COOLING: LW Q W Q WHEN THERMOSTAT IS SET IN THE OCCUPIED MODE, THE SUPPLY FAN SHALL OPERATE WITH THE COMPRESSOR TO MAINTAIN OCCUPIED COOLING SET POINT OF 757. ABBREVIATIONS .� j HEATING: � p ° AFF ABOVE FINISHED FLOOR EF EXHAUST FAN R OR RA RETURN AIR WHEN THERMOSTAT IS SET IN THE OCCUPIED MODE, THE SUPPLY FAN SHALL OPERATE WITH THE COMPRESSOR TO L7 AHU AIR HANDLING UNIT E.S.P. EXTERNAL STATIC PRESSURE RH RELATIVE: HUMIDITY MAINTAIN OCCUPIED HEATING SET POINT OF 68'F. Z"--r THE ELECTRIC HEATER SHALL CYCLE WITH THE AIR HANDLER FOR BACK-UP EMERGENCY HEAT AND DE-FROST CYCLES CU CONDENSING UNIT G GRILLE S OR SA SUPPLY AIR AS REQUIRED. Z DOR DIA DIAMETER HP HEAT PUMP TYP. TYPICAL (..L„� DB DRYBULB TEMPERATURE KW KILOWATT WB WETBULB TEMPERATURE EXHAUST FANS � -1, 2 & 3 SHALL EACH BE CONTROLLED BY DEDICATED OCCUPANCY SENSOR WITH A 15 MINUTE DELAY OFF, W DG DOOR GRILLE 12 EF X 12" MIN.) L LOUVER WG WATER GAUGE W PROVIDED BY DIVISION 16. E OR EA EXHAUST AIR MIN. MINIMUM UC UNDERCUT DOOR (1" MIN.) EF-4 SHALL RUN CONTINUOUSLY. EF-5 SHALL BE CONTROLLED BY A LINE VOLTAGE THERMOSTAT, SET AT 80 DEGREES F, REVISION DATE ISSUE DATE 23 MAY 2013 DRAWING TITLE MECHANICAL LEGEND Y &GENERAL NOTES COMMISSION NO. 12154 SHEET NUMBER 5/21/2013 5:19:50 PM,Slmes&Rosch,LLC Ml.l COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC i O ',... a C-� \\\ v O W 3Nw Y q v N ARTHUIR'B, -IW?LL FL PE# 56184 i U Wr WW SPLIT SYSTEM HEAT PUMP SCHEDULE FAN SCHEDULE AIR HANDLING UNIT AHU-1 UNIT DESIGNATION EF-1 EF-2 EF-3 EF-4 EF-5 ID FAN DATA SERVICE TOILET EXH. TOILET EXH. TOILET EXH. PAINT STORAGE MA1NT. AREA '� o TOTAL AIR, CFM 1,940 CFM 50 50 50 500 2,000 c M Q + _ u OUTDOOR AIR, CFM 200 E.S.P., INCHES W.G. 0.25 0.25 0.25 0.25 0.25 CD o Cl E.S.P., INCHES W.G. 0.9 MOTOR HP MOTOR HP 1 DRIVE DIRECT DIRECT DIRECT BELT BELT = N HEATING AND COOLING CAPACITIES FAN TYPE A A A B B '� a e� COOLING DATA MAXIMUM SONES ucu 2 COIL E.A.T. DEG. F, (DB/WB) 79.0/65.0 INTERLOCK/CONTROL OCC. SENSOR OCC. SENSOR OCC. SENSOR RUNS CONTINUOUSLY T-STAT s + TOTALCAPACITY, BTUH 58,700 ELECTRICAL V/PH/HZ 120/1/60 120/1/60 120/1/60 120/1/60 120/1/60 + + SENSIBLE CAPACITY, BTUH 34,800 NOTES/ACCESSORIES 1,2,3,4,5 1,2,3,4,5 1,2,3,4,5 1,3,4,6 1,3,4 (D gc6 jz N SEER OR SEER/IPLV 19 BASIS OF DESIGN MANUFACTURER 0 v 3 HEATING DATA BASIS OF DESIGN MODEL Z ¢ M TOTALCAPACITY, BTUH ® 47 F 55,800 HSPF 9.9 FAN TYPE: ELECTRIC HEAT, KW 9.6 A. CEILING B. CENTRIFUGAL SQUARE INLINE NO. OF STAGES 1 C. PROPELLER WALL PACK FILTER 4" MERV 13 NOTES/ACCESSORIES: ELECTRICAL V/PH/HZ 240/1/60 1. PROVIDE FACTORY DISCONNECT. 2. PROVIDE BACKDRAFT DAMPER. MCA 57 3. MOTORS SHALL BE HIGH EFFICIENCY. 4. MOTORS SHALL HAVE INTERNAL OVERLOAD PROTECTION. MOCP 60 5. PROVIDE SPEED CONTROLLER - BACKDRAFT DAMPER - WHITE ALUMINUM GRILLE OUTDOOR UNIT HP-1 AND RUBBER ISOLATOR SUPPORT KIT. 6. PROVIDE SPARK RESISTANT CONSTRUCTION WITH MOTOR OUT OF AIRSTREAM. COMPRESSOR DATA A NUMBER OF COMPRESSORS 2 OUTDOOR AIR TEMP., F 95 N ELECTRICAL V/PH/HZ 240/1/60 M MCA - NOTE 6 35 MOCP - NOTE 6 60 x BASIS OF DESIGN TRANS MODEL AHU TAM7-C60 LOUVER SCHEDULE MODEL HP (OUTDOOR UNIT) 4TWZ-060 Z U NET FREE AREA MAX P.D. AIRFLOW MARK SIZE W" x H" SQ. FT. (MINIMUM.) INCHES W.G. CFM FUNCTION BASIS OF DESIGN NOTES OT �--+ <Q L-1 24 X 24 1.46 0.05 200 STATIONARY RUSKIN 1,2,3,4 1. PROVIDE DEDICATED POWER CONNECTION FOR EACH INDOOR AND OUTDOOR UNIT. ►-a 'W-" 2. PROVIDE COMPRESSOR SHORT CYCLE STARTING PROTECTION. L-2 36 X 36 3.99 0.05 2,000 STATIONARY RUSKIN 1,2,3,4 3. REFRIGERANT PIPING SHALL BE SIZED AND INSTALLED PER THE MANUFACTURER'S Z W Q RECOMMENDATIONS BASED ON DEVELOPED LENGHT OF PIPE AND CHANGE IN ELEVATION. L-3 24X 24 1.46 0.05 500 STATIONARY RUSKIN 1,2,3,4 w W 4. PROVIDE LOW AMBIENT CONTROLS FOR COOLING DOWN TO 35 DEG. F. Q 5. SCHEDULED E.S.P. INCLUDES LOSSES FOR SUPPLY AND RETURN AIR DISTRIBUTION SYSTEMS ONLY. COILS, FILTERS ETC. ARE NOT INCLUDED IN E.S.P. z 6• MCA AND MOCP RATED AT 230/1/60. 7. ALL HANDLERS SHALL BE VARIABLE SPEED WITH ECM FAN MOTORS. 8. PROVIDE SEPARATE HIGH EFFICIENCY 4 INCH THICK PLEATED FILTER AND HOUSING. Z 1. LOUVER PERFORMANCE SHALL BE AMCA CERTIFIED. LIMIT WATER PENETRATION TO 0.01 OZ. PER SQ. FT. AT SCHEDULED AIRFLOW. Q 2. PROVIDE BIRDSCREEN. Z 3. LOUVERS SHALL BE ALUMINUM WITH WEATHER RESITANT FINISH - KYNAR OR EQUAL. w 4. COLOR AND STYLE PER ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR WALL PENETRATIONS MOUNTING AND OTHER DETAILS. z W w ' w REVISION DATE ISSUE DATE 23 MAY 2013 DRAWING TITLE MECHANICAL SCHEDULES COMMISSION NO. 12154 i I SHEET NUMBER- M1.2 UMBERM1.2 -j --j 5/21/2D13 5:20:34 PM,Stmes&Rosch,U-C COPYKIGHT 201.3 NOELKER.AND HULL ASSOCIATES,INC. i Ji I �P4 g L-3 L-2 O � w 24x24 3606 EXHAUST EXHAUST z LOUVER LOUVER o SPRINK. 1 1 o a 124 FL PE# 56184 U co ..r MECHANIC'S co .. AREA W ¢ 123 n � v a C i Z ON EF-5 m C� cp W + + p 0 > � 2002v� o N ❑ s 500E [ RECEIVING APPLIANCECD CD STORAGE .0 125 i cu LL N n' r ■ W Q cu MACHINE / + e REPAIR SHOP g (U + 122 O 00 rte+ 500E (v O jz N z Qcn c� ® EFS ■ I OPEN EG STORAGE00 121 500E SPECIFIC NOTES COVERED O CONNECT EXHAUST DUCT TO EXHAUST LOUVER. PROVIDE EXHAUST PLENUM FULL SIZE OF LOUVER OPENING, PROVIDE BIRDSCREEN. O2 CONNECT OUTSIDE AIR INTAKE DUCT TO LOUVER. PROVIDE PLENUM FULL SIZE OF LOUVER OPENING. PROVIDE BIRDSCREEN. 8 Q3 MOUNT EXHAUST FAN SPEED CONTROLLERS ABOVE CEILING IN ACCESSIBLE LOCATION NEAR FAN. MARK TEST AND I BALANCE SETTING. M O ROUTE INSULATED REFRIGERANT LINES FROM OUTDOOR UNIT TO AHU CONCEALED IN FURRED OUT WALLS & ABOVE N JAN. CEILING. M 11s i STORAGE v PAINT EQUIP. 114 g }� O MOUNT OUTDOOR HEAT PUMP UNIT LEVEL ON CONCRETE SLAB, MIN. 6" LARGER THAN BASE OF UNIT. SECURE UNIT 117 TO CONCRETE PAD. U o ^� FE- MAINTAIN NEC AND MANUFACTURERS RECOMMENDED SERVICE CLEARANCES & MANUFACTURES MINIMUM RECOMMENDED 12x12 SPACING OF HEAT PUMP OUTDOOR UNIT. SERVICE CLEARANCE SHOWN AS DASHED. 50 ;' ROUTE EXHAUST DUCT TO ROOF. PROVIDE ROOF JACK WITH BACKDRAFT DAMPER. y ER ER O8 PROVIDE 24x24 DOOR GRILLE FOR TRANSFER AIR. Z V 16X16 SA 500 O PROVIDE 12x10 TRANSFER GRILLE ON EACH SIDE OF WALL. PROVIDE FIRE DAMPER AT WALL PENETRATION. `.J( � 12X12 8910 HURRICANE 250 P 200 STORAGE Z 120 I 10 HEAT PUMP AIR HANDLING UNIT (AHU-1) MOUNTED ON STEEL ANGLE FRAME. ROUTE CONDENSATE DRAINS TO FLOOR Z SINK. SEE DETAIL 3 ON SHEET M3.1. RG �., 12X12 O W 170 WOODWORKING 114 w I PAINT STOR. PLAN STOR. w Q % 1 F—118--1 00 I ER-F SA W Y t2X-1-2 200 z ------ RG — X12 o z I 0 �—� EF-2 SR � � �I CONF. ROOM O MEN'S RM. TOILET 6X4 020( (.L.� SA 101 TMP los WOMEN'S RM. 115 30 I RG_ ) 12X12ySR O _ IX90 ' S 2 AHU-1200 w RG x 8 5 12X12 0 160 I ❑ 220 Fol SA t 1 I KP-1 CORRIDOR - 150 10 f RECP'T / 00 102 20x12 - - 12X10 $� RG - L _ _ __ _ - REVISION DATE ❑ 150 12x0 x 220 SA SA SA N SA SA 4 —71 WORK AREA 8 150 150 150 10 8"o 8tto EL 150 1870 I SA1a1 2002 1202 ISSUE DATE I 8"0 - I 100 23 MAY 2013�. a �. � .� , 12x12 RG __ RG - o RG _ RG _ 0 RG __ o OFFICE I lx OFFICE 12 1 2 2 12 1 X12 E X12 2X1 12x12 2 OFFICE OFFICE OFFICE CE L------------- 150 LjL3j 150 1104 1 150 105 150 106 170 107 11 DRAWING TITLE 1 L-1 FL PLAN 2 24x24 MECHANICAL OA INTAKE N LOUVER COMMISSION NO. N 12154 FLOOR PLAN - MECHANICAL SCALE: 3/16" = 1'-0" 0 5' 10' SHEET NUMBER SCALE: 3/16"=1'-0" M2.1 COPYRIGHT 201.3 NOELKER AND HULL ASSOCIATES,INC. 5/2112013 5:47:02 PM,Simes&Rosch,LL (11 O � - �i ca Kl 40A M .r.q �C N `A RTHUR ^HI` I B. LL FL PE# 56184 00 C° X v c �- INSULATION AND JACKET (AS �J o SPECIFIED) Z SPIN—IN FITTING (NO SCOOP) MAIN DUCT (ROUND Z w '� Q o° SIMILAR) TRANSITION TO SUPPLY w (� + + SUPPORT WITH 1" MIN. O > o BAND CLAMP WHERE AIR DUCT SIZE SEE OPPOSED BLADE O DRAWBAND ON OUTSIDE OF DRAWINGS U) (D DRAWBAND ON FLEXIBLE DUCT NECESSARY TO MINIMIZE INSULATION AROUND JACKET OVERLAP FULL DISTANCE DAMPER (f� c m m (INNER SLEEVE) (TYP.) SAGS AND KINKS IN FLEX (TYP.) OF NECK � � �. SEAL ALL INSULATION JOINTS MANUAL VOLUME DAMPER DRAWBAND ON OUTSIDE OF AND BREAKS IN VAPOR _ s m INSULATION AROUND JACKET TYP. BARRIER DAMPER OMIT WHERE c (TYP.) VOLUME DAMPER VOLUMED ( �� T� c f _ OUTSIDE = ca PROVIDED WITH DIFFUSER) � ../-- AlR DUCT USE METAL ELBOW FOR Q INSULATION AND (16 TURN TO VERTICAL JACKET (AS FULLY EXTEND tEL SPECIFIED) FLEX DUCT DRAWBAND ON AHU UNIT 12 MINIMUM 3 SCREWS FLEXIBLE DUCT (INNER N EQUALLY SPACED SLEEVE) (TYP.) RETURN AIR PLENUM FULL SIZE r r 22 13.. MAIN DUCT OF UNIT OPENING (U 00 OUND SEAL INSULATION (WITH SIMILAR) SEAL ALL INSULATION v VAPOR BARRIER) TIGHT JOINTS AND BREAKS 1N SEAL INSULATION (WITH �� - - PRIMARY CONDENSATE DRAIN WITH (U N AGAINST CEILING VAPOR BARRIER VAPOR BARRIER) TIGHT TRAP AND CLEANOUT. TRAP O L D DEPTH SHALL BE 2 + E.S.P. i FULLY EXTEND AGAINST CEILING FLEX DUCT SPIN-IN FITTING RATINGSTEEL ANGLE FLOOR DRAINNIT. EXTEND TO Z Q M (NO SCOOP) SUPPORT FRAMEDIFFUSER OR GRILLE \"-CEILING OVERLAP FULL DISTANCE 1-1/2" GALV. STEEL EMERG. OF NECK (TYP.) DIFFUSER OR GRILLE L CEILING DRAIN PAN HEIGHT TO ACCOMMODATE 2 VERTICAL DUCT CONNECTION DETAIL RETURN DUCT, DRAIN 1" PVC EMERG. DRAIN 1 HORIZONTAL DUCT CONNECTION DETAIL M3.1 NTS PAN AND NFPA 94. �'� LINE TO FLOOR DRAIN M3.1 NTS 3 UPRIGHT AHU SUPPORT DETAIL M3.1 NTS M M M V W Z U U Q H z NOTE. Z W SIZE TO MATCH CEILING DIFFUSER OR REGISTER. OUTER BOX Q DIMENSION IS 3" GREATER THAN DIFFUSER OR REGISTER DIMENSION. DUCT NECK �--+ SIZE INDICATED ADAPT TO NECK f ON PLAN 3" LONG COLLAR WITH CONVEX SIZE INDICATED 30 GAUGE BEAD TO MATCH SIZE OF z GALVANIZED STEEL CONNECTING DUCT DRAIN LINE SHALL BE AT LEAST q THE SAME SIZE AS THE 1/2- DRYWALL CONDENSATE DRAIN CONNECTION FLANGE R-6 1/2"x 1/2"x 1/2" G•L.l �] CEILING GRID CORE --_- SECTION Z CEILING -- CLEANOUT CAP OR PLUG W HARD CEILING NOTES W - PITCH DOWN TOWARD DRAIN R-6 INTERNALLY 1. FULL FACE WITH LAY- N FRAME FOR 24"x 24" CEILING MODULE. INDIRECT WASTE DRAIN PAN ENCLOSED CONNECTION INSULATION, NO NOTE: 2. PROVIDE ADAPTER AS REQUIRED FOR DUCTED RETURN AIR APPLICATIONS. FIBER GLASS BLACK INTERIOR FINISH EXPOSED TO THE 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT CEILING SYSTEM DETAILS. , AIR STREAM s a REVISION DATE 1/2"CON TRAP PRIMER ° DEPTH OF SEAL REQUIRED TO OVERCOME OPERATING STATIC 4 INSULATED REGISTER - DIFFUSER BOX 5 RE URN AIR GRILLE DETAIL CONNECTION . . PRESSURE DIFFERENCE SIZE PER MANUFACTURER'S (AS INDICATED) ° . RECOMMENDATION (MIN. 2") M 3.1 NTS M 3.1 NTS I --- OTE 1 DRAIN LINE SHALL BE INSULATED INSIDE BUILDING. ISSUE DATE PIPE SIZE AS INDICATED ON PLAN 23 MAY 2013 DRAWING TITLE MECHANICAL _ 6 CONDENSATE DRAIN TRAP DETAILS � �_l NTS COMMISSION NO. 12154 SHEET NUMBER M3.1 5/21/2013 5:22:22 PM,Slmes&Rosch,LLC COPYRIGHT 2013 NOFI.KER AND HULL ASSOCIATES,INC. M A L I� p o SCOTT E. ROSCH LEGEND U M a FL PE# 51845 3 SANITARY L (� --------- VENT Z o V PLUMBING FIXTURE SCHEDULE p CLEANOUT W aCD -00 TRAP, PLAN VIEW Z ITEM DESCRIPTION WASTE C.W. H.W. _ _ L9 cn ' CW �;:: Z O HW GENERAL NOTES + _� W O o Cl ADA WATER CLOSET, FLUSH VALVE, AMERICAN STANDARD, FLOOR MOUNTED, VITREOUS 1. SANITARY, WASTE AND VENT PIPE AND FITTINGS SHALL BE DWV SCH 40 PLASTIC, MATERIAL AS W N o CHINA, SIPHON JET, 1.6 GPF, ELONGATED RIM. TRIM WITH 1.6 GPF EXPOSED FLUSH --- HWR SPECIFIED. Wc° P-1A VALVE WITH ADA HANDLE AND TRAP PRIMER CONNECTION, SLOAN ROYAL #111; 4" 1" __ -- SHUT OFF VALVES Q + _ COMPATIBLE, OPEN FRONT WHITE SEAT BENEKE MODEL # 523 AND STAINLESS STEEL 2. OFFSET VTR S AS REQUIRED TO PENETRATE ROOF AT LOCATION AT LEAST 10 FROM AIR oco HARDWARE. MOUNT WITH RIM 18" AFF, AND ROUGH IN WITH LEFT HAND COLD WATER --e RISE OR DROP CONDITIONING UNIT INTAKES. COORDINATE EXACT LOCATION OF AIR CONDITIONING UNITS WITH = .c CD WHERE NECESSARY FOR HANDLE ON WIDE SIDE OF STALL. ( MECHANICAL CONTRACTOR AND ADJUST AS NECESSARY. c c ADA LAVATORY, COUNTERTOP, 4" ON CENTER HOLES, AMERICAN STANDARD PIAZZA BRANCH UP 3. REFER TO RISERS FOR PIPE SIZES NOT SHOWN ON PLAN. REFER TO SCHEDULE FOR DRAIN a P_2A 0478.403. 23-1/2" x 18" x 6-1/2" DEEP. TRIM WITH DELTA ADA SINGLE LEVER 0.5 1-1/4" 1/2" 1/2" �' BRANCH DOWN CONNECTION SIZES. CD a GPM LAVATORY FAUCET AND GRID DRAIN. & TRUEBRO LAVSHIELD LAVATORY PROTECTIVE 4. REFER TO ARCHITECTURAL PLANS TO CONFIRM LOCATION OF FIRE RATED WALLS. ALL 4-A > o ADA ENCLOSURES. TEE PENETRATIONS OF FIRE RATED WALLS SHALL BE MADE WITH FIRE STOPPING MATERIALS IN (� ca e N COUNTERTOP SINK, SINGLE BOWL, ELKAY LUSTERTONE, DLR202210, 19" X 21-1/2" X _� ELBOW ACCORDANCE WITH FLORIDA BUILDING CODE REQUIREMENTS. PENETRATIONS OF ALL FIRE RATED + E 10" DEEP, #18 GAUGE STAfNLESS, TRIM WITH DELTA HDF SERIES, DECK MOUNTED, ASSEMBLIES SHALL BE MADE IN ACCORDANCE WITH THE FIRE RATED ASSEMBLY'S UL LISTING, AS P-3 CHROME, SINGLE LEVER, 2.5 GPM FAUCET AND SPRAY, HOLE CONFIGURATION TO MATCH 1-1/2- 1/2- 1/2" APPROVED BY THE AUTHORITY HAVING JURISDICTION. N + + TRIM, STAINLESS STRAINER BASKET. v DETAIL SYMBOL. 5. SLEEVE ALL FLOOR/WALL PENETRATIONS. MOP SERVICE BASIN, ACORN TERRAZZO-WARE, SQUARE STANDARD HEIGHT, 24"X24"X12" TOP SHOWS TAG, +- N DEEP WITH STAINLESS STEEL CAP & DRAIN. TRIM WITH SPEAKMAN COMMANDER SERVICE BOTTOM SHOWS P 1 6. POTABLE WATER PIPING AND FITTINGS SHALL BE TYPE CPUC, AS SPECIFIED. O " DETAIL SHEET. . P-4 SINK FAUCET WITH VACUUM BREAKER & ADJUSTABLE WALL BRACE, 3/4" HOSE THREAD 3 1/2 1/2 7. INSULATE HOT WATER AND COLD WATER PIPING AS SPECIFIED. INSULATION SHALL MEET FLAME & Z Q AND PAIL HOOK. SMOKE SPREAD RATINGS OF NFPA 90A. EMERGENCY EYEWASH, WALL MOUNTED, BRADLEY S19-22ODCT STAINLESS STEEL HINGED rS R 1 RISER SYMBOL. 8. SEE WATER HEATER DETAIL FOR EMERGENCY DISCHARGE, DRAIN PAN, AND OTHER PIPING P-5 DUST COVER, BOWL AND PUSH HANDLE WITH EYE/FACE SPRAYHEAD WASH ASSEMBLY 3" 1/2- 1/2- TOP SHOWS TAG, REQUIREMENTS. WITH FLOW CONTROL, ANSI Z-358.1, PUSH HANDLE WITH HIGHLY VISIBLE YELLOW P BOTTOM SHOWS RISER COATING, STAY OPEN VALVES. SHEET. 9. ISOLATION AND SHUTOFF VALVES AND STOP VALVES SHALL BE BALL VALVES OR ANGLE STOPS, EWC-A ADA ELECTRIC WATER COOLER, ELKAY INTERIOR GRADE, ADA COMPLIANT, 8 GPM 1-1 4 1 2 -- BRASS OR BRONZE, RATED FOR 150 PSI AT 180% SEE SPECIFICATIONS. CAPACITY, SINGLE SPOUT 36" MAXIMUM ABOVE FINISHED FLOOR. / " / " 10. PROVIDE WATER HAMMER ARRESTORS FOR ALL FIXTURES IN ACCORDANCE WITH PDI 201 GUIDELINES. RVB REFRIGERATOR VALVE BOX, SIOUX CHIEF, MODEL 696-1010, RECESSED WITH CW 1/2" SHUTOFF VALVE AND WATER HAMMER ARRESTER. 11. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. WASHER VALVE BOX, SIOUX CHIEF, MODEL 696-2313 OR EQUAL, WITH SHUTOFF VALVES, " " " 12. ALL WATER PIPE SHALL BE RUN CONCEALED 1N CHASE, WALL, BELOW SLAB OR ABOVE CEILING WVB WATER HAMMER ARRESTERS AND WASTE RECEPTOR. 2 1/2 1/2 ABBREVIATIONS EXCEPT IN MECHANICAL ROOMS OR AS OTHERWISE NOTED. WATER HEATER, ELECTRIC, A.O. SMITH ECRT-40, 40 GAL, (240/1/60 SERVICE) TWO 4.5 AFF ABOVE FINISHED FLOOR 13. PRIOR TO ORDERING FIXTURES, CONFIRM DIMENSIONAL FIT-UP REQUIREMENTS FOR DWV PIPING WH KW (0240V) NON-SIMULTANEOUS HEATING ELEMENTS, 0.93 ENERGY FACTOR. PROVIDE -- 3/4" 3/4" LAYOUTS, FRAMING/MILLWORK, FAUCET TRIM HOLES, ETC. AND COORDINATE ANY REQUIRED HW & CW HEAT TRAPS, MIN. 2 GAL EXPANSION TANK. AS AQUASTAT ADJUSTMENTS FOR PROPER FIT FORM AND FUNCTION OF EACH FIXTURE. CW COLD WATER LINE M INLINE RECIRCULATION PUMP, 1/2" OR 3/4" SUCTION AND DISCHARGE CONNECTIONS, 14. PROVIDE ALL REQUIRED FITTINGS FOR COMPLETE INSTALLATION OF EACH FIXTURE INCLUDING, HWP-1 2.5 GPM 0 2.5 FT OF HEAD, TACO MODEL 003-PNP, 120 VOLT, 1/40 HP ® 3250 __ __ " BUT NOT LIMITED TO, 1/2" CHROME COPPER SUPPLIES, ESCUTCHEON PLATES, STOP VALVES, RPM. CONTROL PUMP WITH BUILT-IN TIMER, 6' ELECTICAL LINE WITH PLUG FOR 1/2 HW HOT WATER LINE DRAINS, TRAPS, MOUNTING HARDWARE, ETC. PROVIDE CHROME/COPPER SUPPLIES FOR ALL RECEPTACLE AND REPLACEABLE CARTRIDGE. HWR HOT WATER RETURN LINE FIXTURES. m FLOOR DRAIN, ZURN Z-415-B, CAST IRON BODY WITH ADJUSTABLE STRAINER HEAD, 3" 1 2" __ HWP HOT WATER RETURN PUMP 15. INSTALL ALL FIXTURES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, PLUMB & FD COLLAR, NICKEL BRONZE FINISH, & TRAP PRIMER TAP. PROVIDE TRAP PRIMER / LEVEL, PROPERLY SECURED & SEALED TO WALL OR FLOOR. ,..� CONNECTION. HB HOSE BIBS ,� U 16. ALL PLUMBING FIXTURES AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE FLOOR SINK, 8 X 8 X 6 CAST IRON BODY WITH 1/2 SECTIONAL GRATE, ZURN HY WALL HYDRANT FLORIDA PLUMBING CODE, LATEST EDITION ADOPTED BY AUTHORITY HAVING JURISDICTION. FS Z-1910-3, FOR INDIRECT WASTE RECEPTOR FOR INSTALLATIONS IN MECHANICAL ROOMS. 3" 1/2" PROVIDE REMOVABLE BUCKET WITH STAINLESS STEEL MESH BUCKET LINER, TRAP PRIMER EWC ELECTRIC WATER COOLER 17. ALL PLUMBING FIXTURES AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA CONNECTION. ACCESSIBILITY CODE. ENSURE SANITARY ROUGH-INS ARE LOCATED TO MAINTAIN ADA CLEARANCES L..L., TYP. TYPICAL AFTER FIXTURES ARE INSTALLED. SEE ARCHITECTURAL SHEETS FOR EXACT DIMENSIONS. HYDRANT, WOODFORD MODEL 26, TEE KEY HANDLE, SELF DRAINING (HOSE REMOVED), HY ASSE 1052 BACKFLOW PREVENTER -- 3/4" -- FCO FLOOR CLEANOUT 18. REVIEW PLANS TO CONFIRM ADEQUATE CHASE CLEARANCE EXISTS PRIOR TO INITIATION OF V WORK. 7 WATER HAMMER ARRESTOR, STAINLESS STEEL OR COPPER CONSTRUCTION, BELLOWS FO FLOOR DRAIN rte-+ -- TYPE, PRECHARGED, RATED FOR 250 PSI, 300'F. SIZE & INSTALL PER PDI GUIDELINES LINE SIZE -- -- FS FLOOR SINK FOR FULL PROTECTION OF ALL FIXTURES. CO CLEANOUT W Q W COOG CLEANOUT ON GRADE VTR VENT THRU ROOF AFF ABOVE FINISHED FLOOR ~ THERMOSTATIC MIXING VALVE SR SANITARY RISER Z WCO WALL CLEANOUT Q UNIT TAG TMV-1 WH WATER HEATER MIN. FLOW GPM 0.5 W MAX. FLOW, GPM ® MAX. P.D. 3.6 WR WATER RISER MAX. PRESSURE DROP, PSI 30 NTS NOT TO SCALE LOCATION P-2A, P-3 W MAKE / MODEL # LEONARD MODEL 170 NOTES AND ACCESSORIES 1. CHECKSTOPS ON INLETS. 2. ASSE STANDARD 1017, 1070 COMPLIANT. 3. ADJUSTABLE SETPOINT SET AT 110'F, INTEGRAL CHECK VALVES ON INLETS. 4. MANUFACTURER'S RECOMMENDED FLUSH MOUNT MIXING VALVE BOX. 5. 1/2- WATER CONNECTIONS. REVISION DATE ISSUE DATE 23 MAY 2013 DRAWING TITLE PLUMBING SCHEDULE LEGEND& GEN NOTES Y COMMISSION NO. 12154 SHEET NUMBER P1.1 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC i FINISHED GRADE PVC DRAIN PIPING a N n Z GW7a 8 'g _ co y 1 MIN. CLEARANCE BETWEEN PLUG z N } „ 11 L, � I & COVER to 1 X311 ° o � \` SPRINK. I DRYS APPLIANCE TESTING © (_ _ J AREA FOR TESTING I PLASTIC LID � z o ° Y F TENANT __ — — — •*-+ p o 4 SCOTT E. ROSCH ONLY 0 E �wASH� � — _�� ._ .•= — I I FL PES 51845 WVB WASHING MACHINES CONTAINER PLASTIC 2" VTR L — J W/ THREADED PLUG FILL CONTAINER w WITH RIVER ROCK o 0 0 o I PROVIDE DRAIN HOLES IN 'z MECHANIC'S AREA o o O o Z r I i o 0 o BOTTOM HALF, SIDES AND o co X dd ,�, Or PVC BOX—UNPAVED AREAS CAST IRON I BOTTOM : ..I Im w BOX—PAVED AREAS { W -9 0 0 0 o I Qco ❑ N ' I CL CD o_o a W /11 CD 3 I Zz co . co I RECEIVING/APPLIANCE U ` + + 1 STORAGE W 0 0 > o -i ---� //1 �L p v �- Ell2„ 2 DRY WELL DETAIL v� �N 04" DWV 2-WAY CLEANOUT TEE PZ 1 NTS + _ co I NOTES: cu •� 1 2-WAY CLEANOUT SHOWN, USE SIMILAR ACCESS CONFIGURATION GRADE OR PAVING CD � FOR STANDARD END OF THE LINE CLEANOUTS. -� � Q� a 1 HEAVY—DUTY SCORIATED CAST IRON c cl) LmMACHINE � cu �o REPAIR/ COVER WITH "CO" CAST IN PLACEcu SHOP 1 1 CLEANOUT ON GRADE COOG .2 1 NTS 18"08"W THICK CONCRETE PAD N + I P2.1 PROVIDE GASKETED g ) CLEANOUT PLUG . .,d A. 4.. cNl2" ... c d a 2o ♦ i A A Y 4 4 4 ti ZQ � P-5 ADJUSTABLE HOUSING 0 w OPEN STORAGE d w 121 tY a CAST IRON LONG SWEEP 1/4 BEND FOR END OF LINE CLEANOUT; OR 2- 3" COVERED PI RCH ,26 WAY FITTING FOR 2-WAY CLEANOUT. 0 2-WAY JAN. 3 EXTERIOR CLEANOUT m COOG 119 NTS TRAFFIC AREA 2" VTR 4„ 4„ S 4„ CO 2" VTR---_ "" ' S PAINT EQUIP. STORAGE 0 f 1 ' INVERT ® P-4 � w CLEANOUT \ 3" VTR \ 2" 39.5" BELOW SHOULD BE 1 \\,� 1 \\ � PROVIDE OFFSET AS SLAB 0 1 �\\ 1 NECESSARY TO MAINTAIN 10 HURRICANE STORAGE 4" „ 1 r 2„ Y/ INTAKE TAKE '� j SEPARATION A/C AIR 2 " >` z 1 2 VTR I � / 1 W / �-- 2„ \ � } WVB 1 1 1 /// Ir ,. „ PLAN STOR. ( 2 1 2� 2 1 „ 1 \\ I / 2 2 ns � � 1 I 1 1 2” /' I P-31 r, Z W Q 3 �,�` / W PAINT STOR. I 1 \ /2" P-2A 3"I W Q P-5 1 4" i \,�2" t ; ; ------ " 4" ICE „ ( „ 1 ( 1 --= 4 MAKER 2 3" 2" f 2 I 2" i 2" I 1 1 W 1 1 4" I --------------- - MENS RM. P-1 A P-1 A P-2A 4 DRYWELL 3" I 4" 1 1 2" F 3„ 3" 3" P-3Ip_ i FD 3" 4" 1 1..... t " " I FD -ooFD -�i- - -FDoa- -� �� - „ 1 FS 4 I I �1 3" VTR 3 I ''J i P-2 i P-1 A 1 3"11 ilu ♦ 2" TOILET 2" j - P-4 f FD WCO P— P-2 P-1 A 3 - 3" 3" P—t ,,� EWC—A 3" 115 2" " " coNF Ell �R�l+ i AK P-1 A 3 3 FS WOME 'S RM. MECH. WCO / IlVB 4" FD 3" FTI 110 111 2" FS SEE CIVIL SITE RECP'r/ SEE SANITARY RISER EWC-A " sroR. PLAN FOR 112 CONTINUATION CORRIDOR /00SR 1 102 ho rSR1 SANITARY RISER P2.1 NTS REVISION DATE I i I WORK AREA 10, l ISSUE DATE OFFICE OFFICE OFFICE OFFICE OFFICE 103 t 104 1 105 106 107 23 MAY 2013 - - --_ SPECIFIC NOTES: DRAWING TITLE O1 SANITARY SERVICE ENTRANCE. SEE CIVIL SITE PLAN FOR CONTINUATION OF EXTERIOR SERVICE. SANITARY PLAN 2O PROVIDE A SANITARY CLEAN—OUT FLUSH WITH FINISHED SURFACE. SEE DETAIL 3/P2.1. RISER& DETAILS x3 PROVIDE A 2-WAY SANITARY CLEAN-OUT (COOG) FLUSH ON GRADE. SEE DETAIL 1/P2.1. COMMISSION NO. SANITARY PLAN - 1ST FLOOR ® NOT USED. SCALE: 3/16" = -0" 12154 1' j - O ROUTE DRAIN LINE FROM ICE MAKER TO EXTERIOR DRYWELL. INSULATE EXPOSED PIPING. SEE i DETAIL 2/P2.1. O 5' 10' SHEET NUMBER SCALE: 3/16"=1'-0" P2.1 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. i � M COVER HY CW FINISHED GRADE a ,. HWP 1 BALL VALVE F_ EE] (TYP.) z � Nw ❑ CHECK VALVE (TYP.) TYP. r 1 SPRINK. » / W 'r3 e! M ,z4 3/ DRY _I' 'oe � YL 1 1 WVB 8 a _ I WASH )T�RIPLE i DUTY � .. SCOTT E. ROSCH L - VALVE TYP. _ FL PE 51845 I (TYP.) PV r �'�' Q �--�' C BOX U NPAVED APPLIANCE TESTING � AREAS HOT WATER CAST IRON BOX - ■ MECHANIC'S AREA , AREA FOR TESTING PAVED AREAS � � ,23 t WASHING ONLY FMACH NES FOTENANT R SIZING RETURN-SEE PLAN : ; Z n r HOT WATER W �' �SUPPLY-SEE PLANT W o i + r t'I t FOR SIZING CPVC PIPEBRONZEGATE VALVE N cu Z � ■� 0 `� NOTE. SEE SPECIFICATIONS FOR VALVE AND VALVE WO ` + + ❑ " RECEIVfSTORAGE BALL VALVE TYP.IANCE BOX REQUIREMENTS O o 0 (TYP.) t/) m cl 5 2 VALVE BOX DETAIL Q I DIELECTRIC UNIONREDUCERS AS P2 2 NTS o (TYP.) �� REQUIRED (TYP.) c II ❑ T� _ M it T b f1 MACHINESHOP / '05 � a REPAIR 12z f r 3/4 --4 P & T RELIEF VALVE SIZED cn ;; $ t PER MANUFACTURER m cu m ti L + t EXPANSION N + + TANK WH EXTEND RELIEF VALVE DRAIN FULL 5 SIZE TO FLOOR SINK ASSE 1070 IIP-5FE-1MIXING VALVE 24 GAUGE GALVANIZED O i z Q M 3/4" CW & STEEL OR HIGH IMPACT COLD WATER SUPPLY 1--- - - - ---� PLASTIC DRIP PAN, 2" DEEP , ' 1/2" HW � TMV, 1 HWR CONNECTION I (P-3 ONLY) ISOLATION r OPEN STORAGE VALVE I ,z, 1" DRIP PAN DRAIN. EXTEND HOT WATER SUPPLY TO FLOOR SINK FROM WATER HEATER r I COVERED ORCH I ,2B NOTES: i FE-1 , AL WITH UNIT. ' 2) PROVIDE 2 GALLON (MIN.), 0 PSIG WORKING PRESSUR1) PROVIDE HEAT TRAPS ON INLET & OUTLET IF NOT RE, PRECHARGED EXPANSION TANK. I I, II r 3) INSTALL PER MANUFACTURER'S INSTRUCTIONS. t 4) USE COPPER PIPE WHERE RECOMMENDED BY MANUFACTURER t I I JAN. r WATER HEATER DETAIL H C 1t9 WH - - - - - - - -�---- - - - P2.2 NTS M HY M N o WP-1 3/4" N � 1 s ❑ M - t (TYP.) IWATER HAMMER ARRESTOR SIOUX CHEIF OR . PAINT EQIBP.STORAGE HOSE BIBB SUPPLY HOT cot EQUAL HURRICANE STORAGE I 1/2» t t tt 0 FITTINGS WITH COLOR '? HWR CODED HANDLES HAND WASHING U ® 1 LAVATORY SINK IL-3/4" a _ RECESSED HOUSING GUY GRAY OR EQUAL LAVATORY/ SINK STAND PIPE W Z U 1 PLAN STOR. � n » Q ~+ ui 12 x 12 ACCESS PANEL V Z Z 1 EDZ UJI 10-3 ANTI-SCALD DEVICE < I PAINT STOR. N „s ICE cWn r2" VENT P2.2 NTS TYPICAL < HY _ t I 2» CW & 1/2" 1-1/4-2- -1/4" CW MAKER o ( [--� » 1 r Li 3 4" HW HWR & 1/2" HW m 1 ! W - - - - - _ �----_ _ 4 _�` _ _`-�-r — —,- 1/2 RVB FINISHEDQ 2" P-TRAP 2 _ FLOOR L.-- J --------------- MEN'S RM. 1_1 P-1A P-2A _ CLEANOUT Q P-1A O ~" TMV-1 ' P-3 - NOTES: TMV-, . - AN 18 z FDO—,'/-2 4` FD FDO— 1 1_1/4rr i i 1. LENGTH PER WASHING MACHINGE MANUFACTURER'S RECOMMENDATIONS, BUT NOT LESS THAN- • , Q -2 P-2 TOILET I - 2. PROVIDE ASSESSABLE WATER HAMMER ARRESTORS FOR HW AND CW SUPPLY. P-1A(� W TMV-1 TMV-1 3/4" CONKI t�ooM O o woM N's RM. ,,,MECH. STOR. 1 v6 BRE K 4 UTILITY WALL BOX FOR CLOTHES WASHER W ( ) „a oS i 2 � NTS P W 2.2 RECP'T/ EWC-A 1 CORRIDOR 102 1 �[� ► r SPECIFIC NOTES: 1 I �1 2" MAIN CW RISER UP TO CEILING CAVITY, ROUTE PIPING TIGHT AGAINST BOTTOM OF STRUCTURAL FRAMING. REVISION DATE I i WORK AREA 2" WATER SERVICE WITH SHUT-OFF VALVE IN YARD BOX FLUSH WITH GRADE. SEE DETAIL 2/P2.2. f I �3 FOR CONTINUATION OF WATER SERVICE SEE CIVIL SITE PLAN. OFFICE OFF,E OFFICE 1 OFFICE OFFICE 40 PROVIDE 1/2" CW TRAP PRIMER LINE TO ALL FLOOR DRAINS AND FLOOR SINKS. LOCATE PRIMER VALVE AT NEAREST ISSUE DATE L 03J FLUSH VALVE TOILET PER ASSE 1044 AND MANUFACTURER'S RECOMMENDATIONS FOR FLOOR DRAINS PRIMER FOR FLOOR SINK. DRAINS AND MAIN TAP 23 MAY 2013 O5 PROVIDE CODE REQUIRED TEMPERATURE LIMITING DEVICE MOUNTED BELOW LAVATORIES OR SINKS. SEE DETAIL HY 3/P2.2. DRAWING TITLE _ © N PROVIDE SHUT-OFF VALVE UPSTREAM OF ALL WALL HYDRANTS IN ACCESSIBLE LOCATION (TYPICAL). WATER PLAN & DETAILS Y DOMESTIC M E S T 1 C WATER PLAN - 1ST FLOOR �7 COORDINATE FINAL LOCATION OF HOT WATER RETURN PUMP (HWP-1} AND ASSOCIATED WATER PIPING INSIDE JANITORIAL ROOM WITH ALL OTHER TRADES AND WITH FINAL LOCATION OF WATER HEATER WH. SEE DETAIL 1/P2.2. COMMISSION NO. SCALE: 3116" = 1'-0" PROVIDE WASHING MACHINE VALVE BOX (WVB) FOR APPLIANCE TESTING AREA FOR TESTING ONLY OF TENANT WASHING - MACHINES. SEE DETAIL 4/P2.2. 12154 9 PROVIDE ASSE 1001 VACUUM BREAKER IN ICE MAKER CONNECTION, UNLESS INTEGRAL WITH EQUIPMENT. 0 5' 10' SHEET NUMBER SCALE: 3/16"=1'-0" P2.2 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. , i PROJECT DESCRIPTION: a 6 0 THE PROJECT CONSISTS OF THE ADDITION OF A NEW 6,854 SQUARE FOOT $� � � MAINTENANCE BUILDING TO THE EXISTING FLEET LANDING RESIDENTIAL 0 N C -Eel COMMUNITY IN ATLANTIC BEACH, FLORIDA. THE BUILDING WILL BE FULLY a ��$ -gN z j SPRINKLERED AND WILL ALSO BE USED TO HOUSE GOLF CARTS. o x `�o m�`° OCCUPANCY AND CONSTRUCTION TYPE: W o 45 THE NEW BUILDING WILL BE TYPE V-B COMBUSTIBLE WOOD FRAME CONSTRUCTION AND WILL CONTAIN BOTH A TYPE B BUSINESS OCCUPANCY W AND A TYPE S-1 STORAGE OCCUPANCY. c 1 GOVERNING STANDARDS: (� i I • . • :. STORAGE YARD THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH THE 2010 o-___—___----------------------t---'-'-- ---- --_------"-------"— _-� ` �° ..•4 : a , .°. .'_ ° EDITION OF NFPA 13, THE 2010 EDITION OF NEPA 24, AS WELL AS THE 2010 FLORIDA BUILDING CODE AND THE 2010 FLORIDA FIRE PREVENTION CODE. •a ° °. POINT OF SERVICE: cu `\ a d •• A NEW 6" FIRE SERVICE MAIN AND BACKFLOW PREVENTER WILL BE ADDED AS r 1 i \ ! \� 4 °•. . .d °' °P •. a A SUPPLY FOR THE BUILDING'S FIRE SPRINKLER SYSTEM. THE POINT OF V L � •o .� � d SERVICE WILL BE DOWNSTREAM OF THE BACKFLOW PREVENTER ON THE t/') 1 ( 4 a BUILDING SIDE. (/) c M j ! AREA CLASSIFICATIONS: Q + 1 I I \ ALL OFFICE AREAS SHALL BE CONSIDERED LIGHT HAZARD AREAS. ALL SHOP 1 i AND STORAGE AREAS SHALL BE PROTECTED AS ORDINARY HAZARD GROUP 1 ca EXCEPT FOR THE PAINT STORAGE ROOM WHICH SHALL BE CONSIDERED a ORDINARY HAZARD GROUP 2. a� a 9 1 I 1 DRY-PIPE FIRE SPRINKLE RISER a•• 1 ! i SERVING ALL AREAS PRO DED IN �'9 1 I I SPRINKLER RISEO ROOM DESIGN APPROACH: N THE SYSTEM SHALL BE COMPRISED OF A SINGLE DRY RISER SERVING ALL �' + 1 AREAS. INTERIOR LIGHT HAZARD AREAS SHALL BE DESIGNED FOR 0.10 (D + + GPM/SQFT OVER THE MOST REMOTE 1,950 SQFT (30% PENALTY FOR DRY I FDC •' SYSTEM DELAY) USING QUICK RESPONSE SPRINKLERS RATED FOR ORDINARY L 1 FUTURE DEVELOPED j I ! ° TEMPERATURES AND SPACED AT A MAXIMUM COVERAGE AREA 225 SQFT PER3� i PARCEL I I HEAD AND 15 FEET APART MAX. ORDINARY HAZARD GROUP 1 AREAS SHALL Z Q j j e BE DESIGNED FOR 0.15 GPM/SQFT OVER THE MOST REMOTE 1,950 SQFT (30% PENALTY FOR DRY SYSTEM DELAY) USING QUICK RESPONSE HEADS RATED i FOR ORDINARY TEMPERATURES AND SPACED AT A MAXIMUM CO � VERAGE AREA OF 130 SQFT PER HEAD AND 15 FEET APART MAX. ORDINARY HAZARD 1 ! I ! GROUP 2 AREAS SHA LL BE DESIGNED FOR 0.20 GPM/SQFT OVER THE MOST I j REMOTE 1,950 SQFT (30% PENALTY FOR DRY SYSTEM DELAY) USING QUICK j RESPONSE HEADS RATED FOR ORDINARY TEMPERATURES AND SPACED AT A °y .o MAXIMUM COVERAGE AREA OF 130 SQFT PER HEAD AND 15 FEET APART d i j 9. MAX. ATTIC AREAS SHALL BE DESIGNED FOR 0.10 GPM/SQFT OVER THE REMOTE MOST 2,535 SQFT ( PENALTY FOR DRY SYSTEM DELAY AND 30% PENALTY FORROOF SLOPE US ) NG QUICK RESPONSE SPRINKLERS RATED FOR • 0 ORDINARY TEMPERATURES AND SPACED AT A MAXIMUM COVERAGE AREA 120 cM i j ! SQFT PER HEAD. EXTENDED COVERAGE SPRINKLERS AND SPECIAL ATTIC N N aid rFF- SPRINKLERS MAY BE USED AND SHALL BE DESIGNED ACCORDING TO THEIR M -&Ii-------------------------------- ! ! ! _ LISTING. W I i A WATER SUPPLY CHARACTERISTICS: H ~- I THE WATER SUPPLY IS FROM " AN 8 WATER MAIN RUNNING ALONG MAYPORT U j .. 7 ® BLVD. A NEW 6" BRANCH WILL BE RUN FROM THE MAIN TO THE RISER -- �� j i _ I LOCATION. THE DURATION OF THE SUPPLY WILL BE ADEQUATE FOR THIS U W POINT OF SERVICE AS �� _ _ _ ___--_-_-_-__ ----------------------- ------ ----�" "-"---"-- -- - APPLICATION. THE FLEET LANDING FIRE PUMP WILL NOT PROVIDE SERVICE DEFINED PER FLORIDA -_"-�---- -" - I FOR THIS BUILDING. — --► ADMINISTRATIVE CODE - /f h+y ►-vim ►U FLOW TEST INFORMATION: A FLOW TEST WAS CONDUCT ED ON 2/27/13 AT 11: 35 AM BY CHRIS WALKER OF ATLANTIC BEACH UTILITIES. THE TEST WAS CONDUCTED AT 2401 --♦-��EPd)M ^ — M , MAYPORT ROAD. THE RESULTS OF THE TEST WERE AS FOLLOWS: ' STATIC PRESSURE: 48 PSI Z ^ NEW RESIDUAL PRESSURE: 35 PSI I NEW 6" DOUBLE CHECK PVC FlREMAIN FLOW: 1,000 GPM BACKFLOW PREVENTER VALVING AND ALARM REQUIREMENTS: (-+ INSTALL A WATER FLOW PRESSURE SWITCH AT THE FIRE RISER, INSTALL AN AIR PRESSURE MONITORING SWITCH, AND PUT TAMPER SWITCHES ON CONTROL VALVES ON THE RISER WITH LOCAL AUDIBLE ALARM AND CENTRAL Q STATION MONITORING - ISOLATION VALVES ON BACKFLOW PREVENTER SHALL BE CHAINED AND LOCKED OPEN. FIRE PROTECTION SITE PLANLEGENDVAS MIC RISK EVALUATION: W � E L E-+ THERE IS A MINIMAL EXPECTED RISK OF MIC IN THE WATER SUPPLY FOR THIS z W 0 16' 32' Z --{ FIRE DEPARTMENT CONNECTION LOCATION ACCORDING TO ATLANTIC BEACH UTILITIES AND NO CORRECTIVE W MEASURES HAVE BEEN DESIGNED FOR THE SYSTEM. ►•-a SCALE, 1/16'=1' HYDRANT BACKFLOW PREVENTION DETAILS: A NEW 6" DOUBLE CHECK BACKFLOW PREVENTER DESIGNED FOR FIRE PROTECTION APPLICATIONS WILL BE INSTALLED IN THE FIRE MAIN WITH A —VHS-- BACKFLOW PREVENTER MAXIMUM ALLOWABLE PRESSURE DROP OF 5 PSI. COMPONENT SPECIFICATIONS: REVISIONDATE ALL PIPING, SPRINKLERS, AND OTHER COMPONENTS TO BE UL LISTED OR FM APPROVED MATERIALS. SPRINKLER PIPING SHALL BE ALL BLACK IRON PIPING SCHEDULE 40 FOR SIZES 2" AND SMALLER AND SCHEDULE 10 FOR SIZES LARGER THAN 2" THROUGHOUT ALL AREAS. NO LIGHT-WALL OR CPVC ISSUE DATE PIPING SHALL BE ALLOWED. STRUCTURAL: 23 MAY 2013 i THE STRUCTURAL ENGINEER IS AWARE OF THE ADDITIONAL STRUCTURAL LOAD OF THE FIRE SPRINKLER SYSTEM. AN ADDITIONAL DEAD LOAD OF 2-3 DRAWING TITLE POUNDS PER SQUARE FOOT WILL BE ADDED TO THE STRUCTURAL DESIGN NOTES AND CRITERIA. SITE PLAN _ S OTHER:1) UNDERGROUND SERVICES SHOWN FOR COORDINATION PURPOSES ONLY. COMMISSIONNO. r FOR ACTUAL SER � VICE LOCATIONS SEE SITE CIVIL PLAN. _.,� 12154 ' SHEET NUMBER FP1 ,61 - -rill COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. N l i Z HAZARD LEGEND W : z 4. � mAgo LIGHT HAZARD AREA 9 0 - w i ® ORDINARY HAZARD, GROUP I AREA • ti U + ORDINARY HAZARD, GROUP 2 AREA � � w i�- v 1 _N a tai .4 f o � •— 0 p. co V ` + + 0 •c $ cn .2 QQ + _ Q cu L + r� 1 = n U + + Xo ^� V 0 U 3� ' W U Q V) p W Z O X. D Z O U z M N N M + + + + ., + + + + + H 9 + + + + + + n� + + PANT tQUIf.+ + + G4 + + j YR + + U z0 + .+. + + Z + + + + + W F� 0 12 + + + + + + p + + + + + CL U + + + + + + p + + + + W + + + + + + + + + Z F.1.� I•+•i �, F-a +P I I-T STOR.4- = Z s 11$ + H + —+ +- C� o MEN'S RM. WOMEN'S RM. Lu CONE. ROOM 109 110 TOILE H 108 CL < w Q O 115 BREAK ROOM o 113 0 RECP'T / �—+ LOBBYlzZ 10o CORRIDOR 102 REVISIONDATE WORK AREA 101 ISSUE DATE OFFICE OFFICE OFFICE OFFICE OFFICE 23 MAY 2013 103 104 105 106 107 DRAWING TITLE FP HAZARD CLASSIFICATION COMMISSIONNO. HAZARD CLASSIFICATION M - 12154 0 S' 10' o SCALES 3/16"=1' SHEETNUMBER FP1 .2 i COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. / I I i n'1 n l� Cyd N n p O z o � - DAV14 W. SIKA+t!fit LEGEND: PROJECT GENERAL NOTES: c*0 0 0 FL PE# -'azo 2' X 2' RECESSED VOLUMETRIC FLUORESCENT LIGHT © ELECTRICAL PANEL 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE ELECTRICAL PORTION OF THE 11. FOR EMT CONDUIT, MAXIMUM SIZE SHALL BE 2 INCHES. EMT CONDUIT SHALL NOT FIXTURE. PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO: TEMPORARY ELECTRIC SERVICE AND BE USED BELOW GRADE, OUTSIDE, IN CONCRETE, WHERE EXPOSED TO DAMAGE, OR FOR DISTRIBUTION FOR CONSTRUCTION PURPOSES; PERMANENT BUILDING SERVICE ENTRANCE EXPOSED WORK IN AREAS WITHIN 8 FEET OF FLOOR. PROVIDE COMPRESSION TYPE ? o DISCONNECT. "30/2/30" REPRESENTS "AMPS /POLE3 EQUIPMENT AND FEEDER DISTRIBUTION; TRENCH EXCAVATION, PUMPING, BACKFILLING AND FITTINGS. � '� X COMPACTION FOR ALL UNDERGROUND ELECTRICAL WORK; BUILDING INTERIOR PANELBOARDS w 5 4' INDUSTRIAL FLUORESCENT LIGHT WITH REFLECTOR �-, / FUSE SIZE ". A FUSE SIZE OF "NF" INDICATES A � W AND WIRE GUARD. 30/2/30 NON-FUSED DISCONNECT. PROVIDE NEMA 3R AND RELATED FEEDER AND BRANCH CIRCUITS; ELECTRICAL DISCONNECTS, DEVICES, BOXES, 12. PVC CONDUIT SHALL ONLY BE USED IN THE GROUND OR CONCRETE SLAB AND w o U) co ENCLOSURES FOR ALL OUTSIDE DISCONNECTS. SWITCHES, AND LIGHTING FIXTURES; EMPTY CONDUITS AND OUTLETS FOR TELEPHONE AND SHALL BE SCHEDULE 40. ALL ELLS TURNING UP OUT OF THE EARTH OR CONCRETE Z c COMPUTER SYSTEMS; COMPLETE FIRE ALARM SYSTEM; AND COORDINATION WITH THE SLAB SHALL BE ASPHALTUM OR PVC COATED RIGID GALVANIZED STEEL CONDUIT. - SURFACE MOUNT FLUORESCENT LIGHT STRIP OR ELECTRIC UTILITY, OTHER CONTRACTORS, THE ARCHITECT AND OWNER. LTJ 4 cua 13. SEE PANEL SCHEDULES AND POWER RISER DIAGRAM ON SHEETS E5.1 AND E6.1, Z •"" p o UNDERCABINET FIXTURE. „ + + COMPUTER OUTLET. PROVIDE PER RISER ON SHE 2. FOR THE PURPOSES OF THIS CONTRACT, THE TERM PROVIDE SHALL MEAN TO RESPECTIVELY, FOR SIZE OF ALL CONDUCTORS AND CONDUIT. ;�; W V L 17 E7.2. BOX AROUND SYMBOL REPRESENTS FLOOR PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, TRANSPORTATION, AND SUPERVISION REQUIRED 0 11.1 o MOUNT W/ COVER. TO FURNISH AND INSTALL. 14. NO MORE THAN 2 PHASE CONDUCTORS (ON ALTERNATING HOT LEGS) SHALL BE COMBINED IN ONE HOMERUN CONDUIT. PROVIDE A DEDICATED NEUTRAL FOR ALL (n c WALL MOUNT LIGHT FIXTURE. 3. APPLY FOR, OBTAIN, AND PAY FOR ALL REQUIRED PERMITS AND INSPECTION CIRCUITS WITH A NEUTRAL. TELEPHONE OUTLET. PROVIDE PER RISER ON SHEET CERTIFICATES, + AND PAY FOR ALL FEES ASSOCIATED WITH ESTABLISHING ELECTRIC AND X84„ E7.2. NUMBER, IF PROVIDED, REPRESENTS HEIGHT TELEPHONE SERVICE. 15. EXCEPT AS NOTED OTHERWISE, ALL ELECTRICAL DEVICE AND JUNCTION BOXES ABOVE FINISHED FLOOR (IN INCHES). •c �' SHALL BE MADE OF GALVANIZED STEEL. BOXES FOR WEATHERPROOF AND WATERTIGHT c . 4. THE NATIONAL ELECTRICAL CODE, NATIONAL ELECTRIC SAFETY CODE, NECA STANDARD APPLICATIONS OR IN CONCRETE SHALL BE MADE OF CAST METAL. PROVIDE PUL BOXES ® RECESSED FLUORESCENT OR LED LIGHT FIXTUREOF INSTALLATION, AND FLORIDA BUILDING CODE EDITIONS ADOPTED BY AHJ , SHALL AND HANDHOLES AS NECESSARY FOR THE CIRCUITS SHOWN. X CU STANDARD TELECOMMUNICATIONS OUTLET WITH ONE C T { ) 0- N 6 CABLE FOR VOICE AND ONE CAT 6 CABLE FOR DATA ESTABLISH THE MINIMUM REQUIREMENTS FOR INSTALLATION, BUT IN ADDITION, ALL WORK TERMINATED WITH CAT 6 RJ-45 CONNECTORS PER SHALL ALSO COMPLY WITH OSHA, STATE, COUNTY, LOCAL OR MUNICIPAL CODE 16. WITH THE EXCEPTION OF DEVICES ABOVE COUNTERS, MOUNT RECEPTACLES, DATA, RECESSED FLUORESCENT LIGHT FIXTURE W/ 600 84" RISER ON SHEET E7.2. NUMBER, IF PROVIDED, REQUIREMENTS AND THE RULES OF THE LOCAL ELECTRIC UTILITY. SPECIFICALLY, ALL AND PHONE OUTLETS 18" A.F.F. UNLESS NOTED OTHERWISE. MOUNT SWITCHES 48" v ELECTRICAL WIRING TO BE IN ACCORDANCE WITH 2008 NEC. IN CASE OF CONFLICTS, A.F.F. (TO CENTER OF SWITCH) UNLESS NOTED OTHERWISE. CONFORM TO ALL A.D.A. co M LUMEN 90 MIN. BATTERY PACK. REPRESENTS HEIGHT ABOVE FINISHED FLOOR (IN CONFORM TO THE MORE STRINGENT REQUIREMENTS. IN CASES OF CONFLICTS BETWEEN REQUIREMENTS. A INCHES). PROVIDE 4" x 4" BOX AND MUD RING. BOX THESE DESIGN DOCUMENTS AND REQUIREMENTS OF THE ABOVE CODES, CONTACT THE L" + AROUND SYMBOL REPRESENTS FLOOR MOUNT W/ ENGINEER BEFORE PROCEEDING. 17. PENETRATE ANY FIRE RATED WALLS, CEILINGS, AND FLOORS WITH FIRE STOPPING N 2) + + TYPE 'EM' EMERGENCY LIGHT WITH 90 MINUTE COVER. MATERIALS IN ACCORDANCE WITH FLORIDA BUILDING CODE REQUIREMENTS. PENETRATIONS 0 i BATTERY. 5. ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW AND UNDERWRITERS' OF ALL FIRE RATED ASSEMBLIES SHALL BE MADE IN ACCORDANCE WITH THE FIRE RATED to FA LABORATORIES (UL) LISTED AND LABELED, UNLESS OTHERWISE NOTED. ASSEMBLY S UL LISTING, AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. SEE 0 H JO JUNCTION BOX, PER NEC ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ANY FIRE WALLS, CEILINGS, AND FLOORS. v 6. SUBMIT SHOP DRAWINGS, CATALOG SHEETS, OR OTHER DESCRIPTIVE DATA WITH TYPE 'EX' EXIT SIGN WITH 90 MINUTE EMERGENCY SUFFICIENT INFORMATION TO ESTABLISH DESIGN, QUALITY AND PERFORMANCE. SUBMIT 18. UNLESS NOTED OTHERWISE, ALL MOTORS, INTEGRAL STARTERS, CONTROL AND Z Q ®� BATTERY. SHADED FACE REPRESENTS ILLUMINATED WIRE ARC. ARROWS REPRESENT HOMERUNS. DATA FOR: SERVICE EQUIPMENT, DISCONNECTS, PANELBOARDS, WIRING DEVICES, WIRE, MONITORING DEVICES (INCLUDING WIRE AND CONDUIT FOR CONTROL CIRCUITS), TIMERS, FACE. ARROWS REPRESENT CHEVRONS. HASHMARKS REPRESENT CONDUCTORS (LONG CONDUIT, LIGHT FIXTURES, TIME SWITCHES, AND SURGE SUPPRESSION DEVICE. PROVIDE RELAYS, PILOT DEVICES AND OTHER REQUIRED CONTROL COMPONENTS FOR MECHANICAL HASHMARK IS NEUTRAL). GROUND CONDUCTOR NOT SUBMITTALS AS A SINGLE PACKAGE. SYSTEMS WILL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. SHOWN. 7. PROVIDE EQUIPMENT NAMEPLATES FOR ALL EQUIPMENT, INCLUDING SERVICE 19. UNLESS NOTED OTHERWISE, MAKE POWER WIRING CONNECTIONS TO ALL WATER EQUIPMENT, PANELBOARDS, AND DISCONNECTS. NAMEPLATES SHALL BE ENGRAVED HEATERS, PUMPS, MACHINERY, APPLIANCES, WATER COOLERS, HVAC EQUIPMENT AND POLE—MOUNTED EXTERIOR LIGHT. -AAM.— FLEX CONDUIT, PER SPECS. THREE—LAYER LAMINATED PLASTIC, WHITE LETTERS ON BLACK BACKGROUND. USE 1/8 OTHER ELECTRICALLY—OPERATED EQUIPMENT AS INDICATED OR AS REQUIRED. FURNISH INCH LETTERS FOR IDENTIFYING INDIVIDUAL EQUIPMENT AND LOADS AND 1/4 INCH AND INSTALL DISCONNECT SWITCHES, STARTERS AND PROTECTIVE DEVICES AS INDICATED LETTERS FOR GROUPED EQUIPMENT AND LOADS. FOR DEDICATED CIRCUIT POWER ON THE DRAWINGS, EXCEPT FOR ITEMS FURNISHED WITH INTEGRAL DISCONNECT SWITCHES TELEPHONE BACKBOARD OUTLETS, PROVIDE EMBOSSED ADHESIVE TAPE, WITH 1/8 INCH BLACK LETTERS ON CLEAR AND/OR STARTERS (SEE MECHANICAL AND PLUMBING SCHEDULES). SINGLE POLE TOGGLE SWITCH, 20 AMP, 120/277 VOLT, BACKGROUND. LABEL DEDICATED OUTLETS WITH NAME OF LOAD, PANEL AND CIRCUIT / NUMBER. PROVIDE ARC FLASH AND SHOCK HAZARD WARNING LABELS FOR ELECTRICAL 20. DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC ONLY. REVIEW ARCHITECTURAL, WITH PLATE. XX SPECIFIC NOTE EQUIPMENT PER NEC 110.16 AND NFPA-70E. CIVIL, MECHANICAL, AND PLUMBING DRAWINGS AND COORDINATE WITH OTHER CONTRACTORS TO CONFIRM EXACT LOCATION FOR LIGHTING FIXTURES, ELECTRICAL c� THREE WAY TOGGLE SWITCH, 20 AMP, 120/277 VOLT, 8. USE ONLY COPPER BUILDING WIRE WITH TYPE THWN/THHN (DUAL RATED) OR XHHW DEVICES WIRING AND EQUIPMENT AND AVOID INTERFERENCES BETWEEN RACEWAYS PIPING, AND STRUCTURAL MEMBERS. RELOCATE EQUIPMENT AS NECESSARY TO MAINTAIN DUCTS, � `I'3 WITH PLATE. INSULATION (GROUND WIRES MAY BE TYPE TW OR THW). WIRE SHALL BE SIZED AND NEC WORKING CLEARANCES AND DEDICATED EQUIPMENT SPACE REQUIREMENTS. COLOR CODED PER THE NEC. USE #12 AWG WIRE MINIMUM FOR POWER AND LIGHTING NON—ROTARY DIMMING SWITCH (RATED FOR LOAD), CIRCUITS. i �D 120/277 VOLT, WITH PLATE. 21. THE ABOVE NOTES APPLY TO ALL ELECTRICAL DRAWINGS. 9. ALL CIRCUITS SHALL BE RUN IN CONDUIT AND SHALL CONTAIN SEPARATE GROUNDING CONDUCTOR SIZED PER NEC TABLE 250.122. WITH THE EXCEPTION Of CONDUIT IN AIR M SINGLE POLE TOGGLE SWITCH WITH BUILT—IN PLENUMS, FINAL CONNECTIONS (LESS THAN 6 FEET) TO ALL MOTORS AND OTHER N OCCUPANCY SENSOR 20 AMP 120/277 VOLT WITH VIBRATING EQUIPMENT SHALL BE MADE WITH LIQUID—TIGHT FLEXIBLE METAL CONDUIT WITH N PLATE. GROUNDING CONDUCTOR). FLEXIBLE METAL CONDUIT OR MC CABLE (WITH GROUNDING ABBREVIATIONS: CONDUCTOR) SHALL ONLY BE USED FOR FINAL CONNECTION (LESS THAN 6 FEET) TO 0 CEILING MOUNT OCCUPANCY SENSOR PER DROP-IN LIGHT FIXTURES. NONMETALLIC FLEX CONDUIT OR TUBING SHALL NOT BE USED. SPECIFICATIONS. MINIMUM SIZE FOR CONDUIT SHALL BE 1/2-. UNLESS NOTED OTHERWISE, ALL CONDUIT AFF ABOVE FINISHED FLOOR SHALL BE CONCEALED_ INSTALL ABOVEGROUND CONDUIT PARALLEL OR PERPENDICULAR TO BUILDING LINES. PROVIDE PULLWIRE FOR ALL EMPTY CONDUITS. r--� U DUPLEX RECEPTACLE, 20A, 120V, WITH GROUND AND AHJ AUTHORITY HAVING JURISDICTION PLATE. NUMBER, IF PROVIDED, REPRESENTS HEIGHT 10. TYPE MC CABLE SHALL ONLY BE USED FOR TOTALLY CONCEALED 15 AND 20A, 84" ABOVE FINISHED FLOOR (IN INCHES). AHU AIR HANDLING UNIT RUNS BO PANELI CULTS. MC C CABLE SHALL NOT ACU TS SHALL BE BN COVISIBLE NDUIT ABOVE THE CEILING. HOME V CRI COLOR RENDERING INDEX w Q ' DUPLEX RECEPTACLE, 20A, 120V, WITH GROUND AND CU CONDENSING UNIT Z PLATE, W/ BOTTOM MOUNTED 6" ABOVE COUNTER OR Z SINK. DTT DOUBLE TWIN TUBE (QUAD) EWC ELECTRIC WATER COOLER Q QUAD RECEPTACLE, 20A, 120V, WITH GROUND AND W PLATE GC GENERAL CONTRACTOR ® FLOOR MOUNTED RECEPTACLE, 20A, 120V, WITH GFI GROUND FAULT CIRCUIT INTERRUPT GROUND AND BRASS PLATE. GRS GALVANIZED RIGID STEEL ►--� Q co NIC NOT IN CONTRACT 0 GFI DUPLEX RECEPTACLE, 20A, 120V, WITH GROUND NL NIGHTLIGHT Z 84" AND PLATE. NUMBER, IF PROVIDED, REPRESENTS HEIGHT ABOVE FINISHED FLOOR (IN INCHES). TRT TRIPLE TUBE Z TYP. TYPICAL W < GFI DUPLEX RECEPTACLE, 20A, 120V, WITH GROUND UNO UNLESS NOTED OTHERWISE AND PLATE, W/ BOTTOM MOUNTED 6" ABOVE COUNTER w OR SINK. UP UNDERGROUND PRIMARY US UNDERGROUND SECONDARY SPECIAL PURPOSE RECEPTACLE W/ GROUND AND WP WEATHER PROOF (& GFI) ® CARD READER FOR ACCESS CONTROL AT GATE REVISION DATE E4 SECURITY CAMERA (PROVIDED BY OTHERS) ® INTERCOM STATION ISSUE DATE �S I WALL-MOUNTED SPEAKER FOR INTERCOM SYSTEM 23 MAY 2013 DRAWING TITLE ELECTRICAL LEGEND & GENERAL NOTES jl COMMISSION NO. 12154 i SHEET NUMBER E1.1 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC II III � I e a BENCHMARK #3 I EXISTING WAFFLE HOUSE 7 & QUALITY INN \ \\ \ v w 8 I4 .° 0C7 � � c e i \ _ N r-" O M o f x �Ll _ o ' DAVID W. SI.ME9 ��= � FL PES 51"249 I I I i I \ i I ` I a�d (n cn \� I I I Li U 4 , ZNOON=P1 -38 u Mme3 14 ° EXIT GATE p _TOBo W ^ Q O M E 1 13 �`�. o I ``-k, `o o \ \ ri1.7i 'Lo /�s"�'/+( a cfl ' ----- 1 f� oQ \ \ 7c \ _ Z OULM `.� s \ O yam\\ O p m ° - ------ --- ---- UP UP - UP- \ P 1 -40,42 \ � to M 1 UP UP UP UP UP OF —1p ;\`UF -- 5 5 \ TRASH COMPACTOR o 0 0 _ , \ -\ \ \ o SII W i � GV BOLLARDS � = E7.1 a ! o 200/2/NF 3 L,M - - \ TO CKT. L1-15 ')�' L,M\ , \ � , \ �, G \ �\ a 2 s (VIA PHOTOCELL) \ `\ \.v \ \ 'G 1O \ Q Q 10 O s \vo \-o \ `. T cu o cq 000 4 000 � 1 CONDUIT � \� � \ I r— ---- ----------- \\ 1 TO PHONEBD. � 6 7\ \ \ I ` v0 w +' � 2-1" CONDUITS TO \ N ` \O ',x E� L,M ------ --- ------t ACCESS CONTROL. , ° \o ) + + 12 COMPUTER - \ \T ll - ° 'V — --- / U rn Q A o -------- ------ -- 1" CONDUIT TO �'�i E7.1 ( ) _/ / \ \�Z ,,. z� \ �•; � a ' --- -� CCN HEAD END I TYP -_. \F O 40 TUTU ��,, p co D - EQUIPMENT �' , ,-�% rv~4 \`\ I m - r. \ ZQ 9 , ENTRY GATE - v o � v I l L 1 --15 - t O \ Q I LM 8 ; .(VIA PHOTOCELL) L1 -47 \ \ \ e \\` CCTV p NEW 4 CAMERA 1 #IWNTENANCE I \ \ -� Qc� I I } \ Ld 1I I DS�Y RETENTION \ `. e C V / ° 1 � BOND 0 ad Q 0 ° \ CPQ - ---�__.__ '� Cl 01S L L - - - L,MFolml � v f 13 I � M O O r 12, ►-�+ ea. ,— 6CHAIN LiIEK FENCEro i J I \ 0 I i 1 i 0, { _ _ _ _ _ _ _ _ __ __- _ _ __ __ _ _ _ _ - _ _ _ _ — _ _ _ _ _ _ _ _ _ _. _ _ _ _ - _ __ 4 , 42 v _ Q - 4 U �-- CPP - r J i° GA INV. (4.51) ._ - 42" RCP 1�' e a __ - - - - v - - _ - -- - RCP - - - - - - - - -- - - - - - - - - -' - -- -- - - - - - - 4 TRS-' __ - - - -- - - - - DRATE (14.NLET - - - - _ 42" RCP --._ __ _ . - - - - - - -- - - - - - - - - - - -_. _ 11 GRATE (14.25) - vl - __ - -- - - -_ - - - - - - - - - - - - - - 6' CHAIN LIN F=ENCE---��!1 \ '� 36" DRAINAGE MH k I -INV. (4.90 N RIM ELEV= 13.68 4 GA i ( ) EXISTING PAN-AM ----- W MINI STORAGE ; - TOB---__�\ z & Q M BEST WESTERN QI a A ,ae 4 ELECTRICAL SITE PLAN z e a I e e ., ""� q -i SCALE: 1" = 20'-0" X -L � z e a f W 0 W Lo r N 0 LLJ LL L— r� N W GENERAL NOTES: SPECIFIC NOTES: L.i.r 1. ALL WORK ASSOCIATED WITH ELECTRIC SERVICE SHALL BE DONE IN ACCORDANCE WITH O APPROXIMATE LOCATION OF EXISTING 4" CONDUIT STUB FROM EXISTING 30 SERVICE 7 PROVIDE SERVICE ENTRANCE EQUIPMENT. SEE POWER RISER DIAGRAM ON SHEET E6.1 FOR THE JEA RULES AND REGULATIONS FOR ELECTRIC SERVICE, LATEST EDITION. LOCATION AND TRANSFORMER AT WAFFLE HOUSE SITE. LOCATE CONDUIT AND CONTINUE TO NEW MANHOLE MORE INFORMATION. CONFIGURATION OF ELECTRICAL SERVICE ARE TENTATIVE. THE CONTRACTOR SHALL PAY ALL DESCRIBED BELOW. FEES NECESSARY TO ESTABLISH ELECTRICAL SERVICE. CONTRACTOR SHALL CONTACT UTILITY O PROVIDE CIRCUIT FOR SECURITY GATE MOTORS. CONFIGURATION, VOLTAGE, AND MOTOR SIZE COMPANY ENGINEER FOR SERVICE REQUIREMENTS PRIOR TO BID. IF REQUIREMENTS ARE O INSTALL UTILITY FURNISHED 3'x5' MANHOLE PER JEA RULES AND REGULATIONS. LOCATION 8 ARE TENTATIVE. ALSO, PROVIDE 1" CONDUIT BETWEEN MOTOR AND PEDESTAL. CONFIRM DIFFERENT THAN WHAT IS SHOWN ON DRAWINGS, CONTRACTOR SHALL INCLUDE ALL COST FOR SHOWN IS ONLY APPROXIMATE. MODIFICATIONS AS PART OF BASE BID. CONTACT MR. HARRY GALE, JEA, (904-665-4191), ELECTRICAL REQUIREMENTS (LE. VOLTAGE AND HORSEPOWER) AND LOCATION WITH SECURITY REVISION DATE BEFORE PURCHASING ANY MATERIALS AND TO COORDINATE ALL WORK. GATE PROVIDER (TYP. OF 2 GATES). PROVIDE 2-2" SCH. 40 PVC CONDUITS BETWEEN MANHOLE AND SERVICE TRANSFORMER FOR 2. FOR THIS CONTRACT, THE TERM " CONTRACTOR IN THE JEA RULES AND N NEW UNDERGROUND PRIMARY (UP) WHICH SHALL BE INSTALLED 42" BELOW GRADE BY O PROVIDE NEW PEDESTAL MOUNTED INTERCOM STATION AND BOX FOR CCCAMERA (WITH REGULATIONS IS DEFINED AS THE CONSTRUCTION CONTRACTOR.OWNER CONTRACTOR AS DIRECTED BY JEA. PROVIDE WARNING TAPE 12" BELOW GRADE. PROVIDE TRANSCEIVER FOR FIBER) AND RELATED CABLING FOR ENTRY GATE. ALSO PROVIDE ACCESS PULL WIRES. STUB UP CONDUIT INTO PRIMARY COMPARTMENT OF TRANSFORMER AS CONTROL PROXIMITY CARD READER. COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE 3. ROUTING OF UNDERGROUND CONDUITS SHOWN IS INTENDED TO BE DIAGRAMMATIC. HAND DIRECTED BY JEA. PROVIDE 90 DEGREE LONG RADIUS SWEEPS AT BOTH ENDS. JEA WILL PEDESTAL AT VEHICLE GATE. ISSUE DATE OIG AND ROUTE CONDUIT AS NECESSARY TO AVOID STRUCTURES, TREES, UNDERGROUND PULL THE PRIMARY CONDUCTORS AND MAKE FINAL CONNECTIONS INSIDE THE TRANSFORMER. UTILITIES, ETC. PROVIDE PULLBOXES AS NECESSARY AND/OR REQUIRED TO AID IN PULLING1 PROVIDE INTERCOM CABLING IN 1" CONDUIT TO PHONEBOARD (CONFIRM HOMERUN LOCATION). 23 MAY 2013 CONDUCTORS. NEW 26.4K-120/24OV, SINGLE PHASE, THREE WIRE, PAD-MOUNTED TRANSFORMER (SIZE AND EXACT LOCATION TO BE DETERMINED BY JEA). ALL WORK SHALL BE DONE IN ACCORDANCE 1 1 PROVIDE 1" CONDUIT AND CONTROL WIRE FROM GATE CONTROLLER AND CARD READER TO 4. ELECTRICAL SITE PLAN IS FOR ORIENTATION PURPOSES ONLY. SEE CIVIL SITE PLAN FOR WITH JEA PROCEDURE TITLED: "PAD-MOUNTED TRANSFORMERS", LATEST EDITION. PER THIS ACCESS CONTROL COMPUTER IN MAINTENANCE BUILDING (CONFIRM COMPUTER LOCATION). DRAWING TITLE LOCATION OF STRUCTURES, CURBING, PAVED AREA, EXISTING UTILITIES, ETC. LOCATIONS PROCEDURE, JEA WILL FURNISH THE TRANSFORMER AND CONCRETE PAD. THE CONTRACTOR ALSO, PROVIDE SPARE 1" CONDUIT WITH PULLWIRE. SHOWN FOR EXTERIOR ELECTRICAL EQUIPMENT IS ONLY APPROXIMATE. CONFIRM EXACT SHALL PLACE THE PAD AND PROVIDE A BURIED GROUND ROD AND GROUND ELECTRODE _ LOCATION PER ARCHITECTURAL AND CIVIL PLANS. CONDUCTOR WHICH SHALL TERMINATE IN THE TRANSFORMER'S PRIMARY COMPARTMENT 12 PROVIDE 1" CONDUIT WITH PULLWIRE FOR CCN CABLING FROM CAMERA TO CCN HEAD END ELECTRICAL (PROVIDE 4' TAIL). SEE JEA RULES AND REGULATIONS FOR SIZE OF PAD, GROUND ROD, EQUIPMENT (PROVIDED BY OTHERS). CONFIRM LOCATION OF HEAD END EQUIPMENT. SITE PLAN Y 5. FOR TELEPHONE SERVICE, PROVIDE 2-4" CONDUITS AND PULL WIRE FROM THE AND GROUND ELECTRODE CONDUCTOR. CONFIRM THAT TRANSFORMER LOCATION IS ABOVE TELEPHONE BACKBOARD TO THE PROPERTY LINE (NOT SHOWN). REPAIR ALL DAMAGE TO FLOODPLAIN. ENSURE THAT FRONT OF TRANSFORMER FACES THE PARKING LOT AND THAT 1 3 GROUND LOOP FOR EXIT GATE CONTROL (PROVIDED BY SECURITY GATE PROVIDER) (TYP.). COMMISSION NO. SITE PER NOTE 6 BELOW. CONFIGURATION DESCRIBED IS TENTATIVE. COORDINATE EXACT THE PAD IS WITHIN 10' OF BACKSIDE OF PARKING LOT CURB. LOCATION OF EQUIPMENT AND CONDUIT AND AT&T REQUIREMENTS WITH AT&T. 14 PROVIDE CONCRETE BOLLARDS FOR TRANSFORMER PER DETAIL 5, ON SHEET E7.1 (TYP). RELOCATE EXISTING TRASH COMPACTOR SYSTEM FROM EXISTING MAINTENANCE FACILITY YARD 12154 TO NEW FACILITY (CONFIRM LOCATION WITH OWNER). PROVIDE NEW 200A, 2 POLE 6. AFTER CONSTRUCTION, RETURN SURROUNDING AREA, INCLUDING GRASS, CURBS, AND ��-----�� DISCONNECT IN A NEMA 3R ENCLOSURE TO REPLACE EXISTING DISCONNECT. METER IS NO PAVEMENT TO ORIGINAL CONDITIONS. O PROVIDE UNDERGROUND SECONDARY TO SERVICE EQUIPMENT PER POWER RISER DIAGRAM ON LONGER NECESSARY. CONFIRM ELECTRICAL REQUIREMENTS WITH MANUFACTURER AND OWNER. SHEET E6.1. PROVIDE NEW PEDESTAL (MADE WITH 2 1/2- RIGID CONDUIT EMBEDDED IN CONCRETE AND SHEET NUMBER STAINLESS STEEL UNISTRUT) AND ANY OTHER NECESSARY EQUIPMENT AND DEVICES TO PROPERLY INSTALL RELOCATED EQUIPMENT. E2.1 COPYRIGHT 2013 NOELKER.AND HULL ASSOCIATFS,INC. f r , M 'Vl N N K ollav ❑ 124 r F1 B B EX® D MECHANIC'S M o o OAVa;W: -SINIl sl,' AREA FL PES- 51249 C 123 Z B B B - Q CD EM _........TO {� .. jK D Ww CLC o C. Z c � v -F-+ i� o N (u .y � o Z ._ 00 V + + K EM ❑ RECEIVING W t LO _0 � o B APPLIANCE t�Jl A_- N M D Q + � F T co �� o C -.- C rn C ❑ GENERAL NOTES: _ cu )18 . ) B . B 1. SOME JUNCTION BOXES AND FLEX CONDUIT NOT SHOWN FOR CLARITY. PROVIDE JUNCTION � N �� BOXES AND FLEX CONDUIT AT FIXTURES WHERE APPROPRIATE. cu MACHINE ,� � >A REPAIR C D 2. SWITCHES WHICH ARE BACK-TO-BACK ON COMMON WALLS SHALL BE OFFSET 6 MINIMUM TO + AVOID SOUND TRANSMISSION. v 3. PROVIDE POWER TO ALL EMERGENCY BALLASTS BUILT INTO LIGHT FIXTURES, STANDALONE v EMERGENCY LIGHT FIXTURES AND EXIT SIGNS AHEAD OF ANY SWITCHING ON THE SAME BRANCH (ll N �� B g g CIRCUIT AS NORMAL LIGHTING FOR AREA SERVED. _ ®EX K 4. WITH THE EXCEPTION OF EQUIPMENT ROOMS, STAIRWELLS, SHOPS, AND ANY OTHER AREA z Q COVERED WHERE SUDDEN LOSS OF LIGHT COULD CAUSE A SAFETY CONCERN, PROVIDE OCCUPANCY M D PORCH SENSORS IN ALL SPACES IN ACCORDANCE WITH SECTION 505 OF THE 2010 FLORIDA BUILDING C 126 CODE TO SATISFY THE REQUIREMENT FOR AUTOMATIC LIGHTING SHUTOFF (PARAGRAPH 505.2.2) IN BUILDINGS OVER 5,000 SQUARE FEET. THE INSTALLATION SHALL ALSO MEET THE REQUIREMENTS -�- EM OF ASHRAE 90.1. B g g SENSOR TECHNOLOGIES: CEILING MOUNTED ULTRASONIC SENSORS SHALL BE USED IN AREAS OPEN WITH OBSTRUCTIONS (LE. GROUP RESTROOMS AND GENERAL OFFICE AREAS WITH PARTITIONS). STORAGE CEILING MOUNTED PASSIVE INFRARED SENSORS SHALL BE USED IN OPEN AREAS (I.E. HALLWAYS AND HIGH CEILING AREAS). CEILING MOUNTED DUAL TECHNOLOGY SENSORS (USING BOTH 1� C D TECHNOLOGIES) SHALL BE USED FOR AREAS LARGER THAN 250 SQUARE FEET. WALL MOUNTED SENSORS MAY BE USED IN ROOMS UNDER 100 SQUARE FEET WITH NO OBSTRUCTIONS. NOTE THAT AUTOMATIC CONTROL IS NOT REQUIRED FOR LIGHTING INTENDED FOR 24 HOUR OPERATION L1-9 (I.E. EMERGENCY LIGHTING AND NIGHT LIGHTS). PROVIDE MANUAL OVERRIDE, 30 MINUTE TIMER, B B AND ALL REQUIRED ACCESSORIES (INCLUDING POWER PACKS AND RELATED LOW VOLTAGE WIRING). NOTE THAT LAYOUT, IF SHOWN, IS DIAGRAMMATIC (LAYOUT MAY CHANGE WITH MANUFACTURER AND EM EM L1-5 ADDITIONAL SENSORS MAY BE REQUIRED). PROVIDE SUBMITTAL WITH SENSOR LAYOUT PROVIDED K JAN, P1 L1 BY VENDOR. MANUFACTURER: WATTSTOPPER OR APPROVED EQUAL. 119 PAINT 3 3 D L1-11 5. ALL LIGHT FIXTURE BALLASTS SHALL HAVE AN "A" SOUND RATING. M F1 STORAGE L1-13 6. SUPPORT FIXTURES (2 X 4 FOOT AND SMALLER) TO BE RECESSED IN REMOVABLE TILE N 117 C 1 Cl K (VIA PHOTOCELL) CEILINGS (LAY-IN TYPE) FROM THE T-BAR TILE SUPPORT AND CONNECT TO REMOTE MOUNTED 4" �cV g g C ❑ SQUARE (MINIMUM SIZE, CONFORM TO NEC) JUNCTION BOXES WITH APPROVED SIX FOOT LONG, 3/8" FLEXIBLE CONDUIT "FIXTURE WHIP" WITH GROUNDING CONDUCTOR BONDED BETWEEN CONDUIT }�" SYSTEM AND FIXTURE. r EM WOODWORKING 114 7. PROVIDE ALL REQUIRED HARDWARE AS NECESSARY TO PROPERLY INSTALL LIGHT FIXTURES. D 8. PROVIDE INSULATED CEILING (I.C.) RATED FIXTURES WHERE RECESSED LIGHT FIXTURES COME `J V HURRICANE Cl Cl INTO DIRECT CONTACT WITH INSULATION. PROVIDE U.L. FIRE RATED LIGHT FIXTURES FOR FIRE { B STORAGE RATED CEILINGS. 120 C L�lp w 9. COORDINATE LOCATION OF LIGHT FIXTURES WITH OTHER TRADES PRIOR TO INSTALLATION. w n 10. IMPORTANT NOTE: FIXTURE LOCATIONS AND QUANTITIES SHOWN ARE AS REQUIRED TO MEETZ 2010 FLORIDA BUILDING CODE REQUIREMENTS FOR WATTS PER SQUARE FOOT. TASK LIGHTING ��•/ B BMAY BE REQUIRED TO MEET MINIMUM RECOMMENDED ILLUMINATION LEVELS PER IES STANDARDS. 6. -- D G C1 Cl _ 11. THE ABOVE NOTES APPLY TO ALL LIGHTING SHEETS. W Q F STOR. w W ^ 116 Ll-CONF3 . �-' --------------- RNM MEN'S I - , TOIt - A ROOM ®EXrc=m +----+ _ 4 n5 J2 J2 H - H EF-1 EF-2 El 113 — 1 J2E J2 J2E A A Z I T _ H J J EN �- , I Z J2 H O O L-J w 01 RECP'T I , K ttt STOR. I A A A 112 (J„j Moo CORRIDOR 10 F r.1 102 c_ ®EX J2 J2E J1 J1E J1 J1E J1 E J1 J 1 E J1 K L1 1 LDu 1 REVISION DATE J J J J J J2 J2 A A A A A A A A A A WORK OFFICE OFFICE OFFICE OFFICE OFFICE ISSUE DATE I ---- 103 104 105 106 107 I----- Imo' 11 11 23 MAY 2013 , DRAWING TITLE LIGHTING PLAN MAINT. BLDG Ise N COMMISSION NO. LIGHTING PLAN - MA NTENANCE BLDG 12154 „ SCALE: 3/16" = 1'-0" � I 0 51 101SHEET NUMBER- SCALE: UMBERSCALE: 3/16"=l'-O" E3.1 i COPYRIGHT 2013 NOELKER.AND HULL ASSOCIATES,INC II � 3 U �-. i N , WP _ 4 -- v I SPRINK• 44" 44" 2 -4 5? ` P1-25 �, � N 4I CHEMICAL _ CAL - z � P1-13 15 P1 44 TANK z o P 1-18 ,/ CART CHARGER •~ N U FL PL# 5T249 COMPRESSOR P 1-39 wP o � ViD $WES P 1-17,19 MECHANIC'S WASHER 30" WP CART CHARGER / PCART CHARGER COMPRESSOR AREA Pl-41 Wp 123 WP CART CHARGER (� I EF-J Z c F 1534 �» ■ GENERAL NOTES: wcu IN-20,22 WP W o Z c �Q0 P1-21 P1-23 DRYER 1. SIZE OF DISCONNECTS, FUSES, CIRCUIT BREAKERS, WIRING AND CONDUIT FOR � v DRILL PRESS GRINDER 3 HVAC AND OTHER MECHANICAL EQUIPMENT IS BASED ON THE MECHANICAL BASIS V .�..i o cNi co P1-27,29 OF DESIGN. IF THE ELECTRICAL DATA VARIES FROM MECHANICAL SCHEDULES, .� o L1-22 WELDER P1-48 RESIZE THE RELATED ELECTRICAL COMPONENTS PER THE NEC AND Z / � 0 ° CO CART CHARGER �./ L + + - HAR P1 4 3 W tMANUFACTURERS RECOMMENDATIONS AND SUBMIT FOR APPROVAL. O .� .> o WP CART CHARGER - 44` P 1 5 0' L � o U) a� CART CHARGER 2. PROVIDE HEATING, AIR CONDITIONING, AND REFRIGERATION (HACR) RATED c C m M 1 -- WP PCART CHARGER WP CIRCUIT BREAKERS FOR CONDENSING UNIT, AIR HANDLING UNIT, AND REFRIGERATION - ' L1-26 EQUIPMENT. � + o RECEIVING / 0) o APPLIANCE3. PAINT CIRCUIT BREAKERS FOR FIRE ALARM SYSTEM AND SECURITY SYSTEM RED •� STORAGE ❑ AND PROVIDE LOCK-ON. FD ca 125 MACHINE / » 4. RECEPTACLES WHICH ARE BACK-TO-BACK ON A COMMON WALL SHALL BE d R REPAIR SHOP 44 OFFSET 6 MINIMUM TO AVOID SOUND TRANSMISSION. � a� L1-24 F722--1 Wp P1-52 5. CONFIRM LOCATION, MOUNTING HEIGHT, AND ELECTRICAL REQUIREMENTS FOR05 m P1-4.7 ( 1 ! CART CHARGER ALL SPECIAL PURPOSE AND DEDICATED OUTLETS WITH OWNER. CONFIRM EXACT c 12 wP CART CHARGER `,J P1-54' LOCATION FOR OUTLETS NEAR CABINETS WITH ARCHITECTURAL INTERIOR ELEVATIONS L_ + E EF-4 CART CHARGER AND CABINET PROVIDER. ALSO, CONFIRM LOCATION AND MOUNTING HEIGHT OF ALL (t} P 1-49 L WP CART CHARGER WP PHONE AND DATA OUTLETS WITH OWNER. 6. PANELBOARDS SHALL BE NEMA PB1, WITH COPPER BUSSES AND BOLT-ON (D a? CIRCUIT BREAKERS, AIC RATING AS INDICATED. PROVIDE TYPED PANEL SCHEDULE 0 - P1-32 I WP ❑ WITH LOCATIONS OF LOADS. L Za EF-4 7. SAFETY SWITCHES SHALL BE HEAVY DUTY, FUSED OR NON-FUSED AS COVERED PORCH INDICATED, QUICK-MAKE AND QUICK-BREAK, HORSEPOWER RATED, MINIMUM RATING OPEN _ 250 VOLTS A.C. � STORAGE L1 11 t2s P1-56 ' P1-51 CART CHARGER 8. INTRUSION DETECTION SYSTEM IS PROVIDED BY OTHERS. PROVIDE BOX, tet » W CART CHARGER P1-58' CONDUIT AND PULL WIRE AT EACH EXIT (NOT SHOWN ON DRAWINGS). COORDINATE P1-53 CART CHARGER WITH SECURITY SYSTEM PROVIDER FOR EXACT LOCATIONS AND REQUIREMENTS. CART CHARGER WP WP 9. THE ABOVE NOTES APPLY TO ALL ELECTRICAL POWER SHEETS. I ❑ P1-14,16 L1-18 L1-53 1 2 WATER HEATER 9 FIRE ALARM 30/2/NF CONTROL PANEL L1-49 �' s �o INTERCOM 5 SPECIFIC NOTES: �» P1-60 JAN. S 'P1' 'L1' P1-55 � CART CHARGER y I'llIts ; wP CART CHARGER P1-62 O SERVICE ENTRANCE EQUIPMENT. SEE POWER RISER DIAGRAM ON SHEET E6.1 �,� CART CHARGER FOR MORE INFORMATION. FACP ° ° so o» P1-11 P1-57 WP P1-12 wH 44 RECIRC. WP CART CHARGER M ' PUMP P1-31 COORDINATE EXACT LOCATION FOR RECEPTACLE FOR ELECTRIC WATER COOLER L1-41 1 O BAND SAW WITH PLUMBING CONTRACTOR. N ACCESS Ll—43 ° (1] CONS- CCN L1-51 PAINT EQUIP. �-� SC. E ❑ �3 CONFIRM EXACT LOCATION WITH OWNER TYP.). COMPUTER HEADEND PHONEBD. STORAGE MISC. EQUIP. WP EQUIPMENT � � m PROVIDE JUNCTION BOX AND 120V CIRCUIT (L1-49) FOR CCN CAMERAS. �»y ^ COORDINATE EXACT MOUNTING LOCATION AND HEIGHT WITH OWNER. PROVIDE HURRICANE L1-20 1" CONDUIT WITH PULLWIRE FROM JUNCTION BOX TO PHONEBOARD FOR +-•-w STORAGE P1-33 P1-64 VIDEO CABLING. NOTE THAT CAMERAS AND CABLING ARE BY OTHERS. `.J v DRILL PRESS CART CHARGER 120 �HP35 EWP P1-59 CONFIRM ELECTRICAL REQUIREMENTS WITH CAMERA PROVIDER. (TYP.). 0 SAW CART CHARGER P1-66' WP P1-61 w� CART CHARGER O 2-4" CONDUITS WITH PULLWIRE FOR TELECOM SERVICE ENTRANCE CABLING. CART CHARGER PROVIDE PER DETAIL 9 ON SHEET E7.2. CONFIRM EXACT LOCATION. � I PROVIDE DUPLEX RECEPTACLE WITH A RECESSED FACEPLATE FOR WALL V �' I 1-1,3 ❑ MOUNT TELEVISION. ALSO PROVIDE TWO 2 " Z ICE MAKER O 6x6 JUNCTION BOXES WITH 30/2/NF BLANK FACEPLATES FOR TV SYSTEM CABLING. THE BOXES SHALL BE oz I PLAN STACKED (ONE BOX SHALL BE MOUNTED AT 18" AND THE OTHER SHALL BE PAINT STOR. STOR MOUNTED AT 72"). PROVIDE 2" CONDUIT BETWEEN THE TWO JUNCTION tte Its L1-14 BOXES. CONFIRM BOX LOCATIONS WITH OWNER. W L1-45 --1 w W ccTv MONITORS k' _ L------- 3 PROVIDE CEILING MOUNT 20A, 120V WEATHERPROOF RECEPTACLE AND CORD �11J REEL WITH 30' CORD (DESIGNED FOR WET APPLICATIONS) (TYP.). Eq 1-16PROVIDE COMPLETE INTERCOM SYSTEM INCLUDING CABLING, CONDUIT, MASTERP1-26 INTERCOM STATION AT RECEPTION, INTERCOM AT ENTRANCE GATE AND 72" 72` MICROWAVE SPEAKER FOR SHOP AREA. THE SYSTEM SHALL INTERFACE WITH THE PHONE L1-2 172-Ci WO Ito RM. TOILET (ABOVE SINK) SYSTEM, WHICH SHALL ALLOW DUPLEX CONVERSATIONS WITH OFFICES, tt5 T CONFERENCE ROOM AND BREAK ROOM (VIA PHONE HANDSETS). qW MOk1� 6 Q TELEVISION BREAK ROOM PROVIDE SPEAKER FOR SHOP AREA FOR INTERCOM SYSTEM PER SPECIFIC Z 10 tt3 NOTE 8 ABOVE. w Q I ❑ L1-12 MEF_ — 00» EFRIc 8 WP ,--- � 1 0 PROVIDE CARD ACTIVATED ACCESS CONTROL SYSTEM FOR VEHICLE GATE, � t t STOR• INCLUDING COMPUTER, CARD READER. CABLING, AND CONDUIT. ACCESS w L - 4 112 ( �p� l CONTROL SHALL ALSO BE MONITORED AND CONTROLLED AT SECURITY OFFICE w RECP'T LOBBY 2 JAT MA P1-6,8 IN GATE. CONFIRM PREFERRED VENDOR AND REQUIREMENTS WITH � HP-1 CUSTOMER. CONFIRM LOCATION FOR COMPUTER. Iy CORRIDOR P1-30 60/2/NF --a L1-4 toe L1-6 Ewc L1-8 AHU-5' 7 L1-10 1 CCN HEADEND EQUIPMENT (PROVIDED BY OTHERS). CONFIRM LOCATION. 60/2/NF ❑ _ 12 PROVIDE INTERCOM SYSTEM (CONFIRM LOCATION). WORK AREA FIE 1 WORK DATE OFFICE OFFICE OFFICE OFFICE OFFICE OQ L1-23 ® t04 toy 106 tm L1-21 FAX I COPIER L-- ------ --- ISSUE DATE 23 MAY 2013 DRAWING TITLE POWER PLAN MAINT. BLDG POWER PLAN - MAINTENANCE BLDG COMMISSION NO.12154 SCALE: 3/16" = 1'-0" 0 5' 10' SHEET NUMBER. SCALE: 3/16"=1'-0" E4.1 COPYRIGHT 2013 NOELKER.AND HULL ASSOCIATES,INC. N PANEL LOCATION: RM 125 TYPE: RECESSED, NEMA t MAIN BUS RATING: 600A LIGHTING FIXTURE SCHEDULE _ MAIN CB: MLO FRAME: TYPE: BOLT-ON g PANEL P1 VOLTAGE.120240 VOLTS 1 PH, 3 WIRE MINIMUM AIC: 22K MARK MANUF. CATALOG NO. LAMPS VOLT MOUNTING WATTS NOTES DESCRIPTION / INSTALLATION DEVICE BRANCH CIRCUIT PHASE LOAD BRANCH CIRCUIT DEVICE NO TYPE w ti l w a c (KVA) E� o w w rn TS CRI 80 _ 2'x2' HIGH EFFICIENCY VOLUMETRIC FLUORESCENT TROFFER WITH DUAL PREMIUM o a a o a Z oz z SERVING SERVING z za a Jo a a o A WILLIAMS HET-X-S22-417-A-EB2/2-UNV 4 (41 OOK} 120V RECESSED 58W ELECTRONIC BALLASTS AND FROSTED, RIBBED ACRYLIC DIFFUSERS. z �d a 3 0 U G A 8 A B ca c c� 3 a d d z t�n� a � r 1 20 2 12 12 1/2 ** ICE MAKER (RELOCATED) 1.2 18.2 PANEL 'Ll' 2 225 2 T$ CRI 80 x �\ 120V SURFACE/ 58W _ 4 2-LAMP UTILITY GRADE INDUSTRIAL WITH PREMIUM ELECTRONIC BALLAST B WILLIAMS 81-4-232-EB2-UNV-WG 2 z a v 6?Aw0 W..SIMSv 3 1.2 15.9 " 4 (4100K) SUSPENDED AND WIREGUARD. M FL REQ ` 1ti249 5 60 2 4 8 1 1/4 AHU-1 5.5 3.4 HP-1 3/4 10 8 2 60 6 7 " 5.5 3.4 " 8 C WILLIAMS 81-4-332-EB3-UNV-WG 3 T8 CRI 80 120V SURFACE/ 87W _ 4' 3-LAMP UTILITY GRADE INDUSTRIAL WITH PREMIUM ELECTRONIC BALLAST " (4100K) SUSPENDED AND WIREGUARD. (9 9 SPACE 0.6 SPACE 10 Z 11 RECEPTACLES, RM 114 0.8 0.6 RECIRC PUMP 1/2 12 12 1 15 12 T8 CRI 80 SURFACE/ _ 4' 3-LAMP UTILITY GRADE INDUSTRIAL WITH 1-1 LAMP AND 1 2- LAMP PREMIUM Cl WILLIAMS 81-4-332-EB2/1-UNV-WG 3 (4100K) 120V SUSPENDED 87W ELECTRONIC BALLASTS AND WIREGUARD. PROVIDE DUAL LEVEL SWITCHING. 13 15 2 10 10 3/4 * AIR COMPRESSOR (RELOCATED) 1.2 2.3 WATER HEATER 3/4 10 10 2 30 14 15 1.2 2.3 " 16 T8 CRl 80 4' 3-LAMP UTILITY GRADE FULLY ENCLOSED FLUORESCENT INDUSTRIAL WITH W 17 15 2 10 10 3/4 * AIR COMPRESSOR (RELOCATED) 1.2 1.2 WASHER 1/2 12 12 1 20 18 D WILLIAMS 92-4-332-A-WET-SS LATCH-EB3-UNV 3 (4100K) 120V SUSPENDED 87W - POLYESTER REINFORCED FIBERGLASS EXTERNAL HOUSING, STAINLESS STEEL LATCHES, HIGH IMPACT DR ACRYLIC LENS, AND PREMIUM ELECTRONIC BALLAST. 19 1.2 2.5 DRYER 3/4 10 10 3 30 20cu w (Do WALL OR UNIVERSAL LED EXIT SIGN WITH 1 OR 2 FACES AND CHEVRONS AS INDICATED. "- 21 20 1 12 12 1/2 * DRILL PRESS 1.0 2.5 " 22 EX BEGHELLI VA5-R-HT-ATX LED 120V 2W - Z a CEILING WHITE THERMOPLASTIC HOUSING AND 90 MINUTE EMERGENCY BATTERY. V + + 23 15 1 12 12 1/2 * GRINDER 1.0 SPACE 24 WW O p o 25 20 1 12 12 1/2 * CHEMICAL TANK 0.2 1.0 MICROWAVE, BREAK RM 1/2 12 12 1 20 26 1O HALOGEN WALL OR _ ARCHITECTURAL EMERGENCY LIGHT WITH FIRE RESISTANT THERMOPLASTIC HOUSING, (n Q c 1 11 EM BEGHELLI EL-28-SE-UNV-1 OL 2 WITH FIXT. 120V CEILING 20W POLYCARBONATE LENS, AND 90 MINUTE EMERGENCY BATTERY. 'r �N 27 50 2 6 10 1 * WELDER 4.8 1.2 REFRIGERATOR, BREAK RM 1/2 12 12 1 20 28 ( ) � , 29 4.8 0.6 EWC 1/2 12 12 1 15 30 * / F WILLIAMS 75-2-117-EB1-UNV-WG7 1 T8 CRI 80 120V SURFACE 17W - 2 SURFACE MOUNT FLUORESCENT STRIP WITH ELECTRONIC BALLAST ` o 31 15 1 12 12 1/2 BAND SAW, WOODSHOP 1.2 EF-4 t/2 12 12 1 15 32 (4100K) AND WIREGUARD. .c 33 20 1 12 12 1/2 * DRILL PRESS, MECH AREA 1.2 1.2 EF-5 (1/2HP) 1/2 12 12 1 15 34 T8 HI-LUM 35 20 1 12 12 1/2 * CHOP SAW, WOODSHOP 1.2 1.9 * ENTRY GATE CONTROLLER (1 HP) 1 8 8 1 20 36 G WILLIAMS 75-4-132-EBI-UNV-WG7 1 CRI 80 120V SURFACE 29W _ 4' SURFACE MOUNT FLUORESCENT STRIP WITH PREMIUM HIGH BALLAST FACTOR N 37 20 1 12 12 1/2 MISC. EQUIPMENT 1.2 1.2 * EXIT GATE CONTROLLER (1 HP) 1 8 8 1 20 38 1 (4100K) ELECTRONIC BALLAST, WI-LUMEN LAMPS, AND WIREGUARD. a N 39 20 1 12 12 1/2 RECP, CART CHARGER 0.6 9.0 ** TRASH COMPACTOR (RELOCATED) 2" 6 2/0 2 150 40 LEDP60-2000-CS-EDD*AD-UNV LED 6" LED DOWN LIGHT WITH DIMMABLE SOLID STATE DRIVER, SELF-FLANGED CLEAR a 41 20 t 12 12 1/2 RECP, CART CHARGER 0.6 9.0 " 42 H WILLIAMS (DIMMABLE) 1 CRI 80 120V RECESSED 28W - SPECULAR REFLECTOR AND ELECTRONIC BALLAST. � (4000K) m 28 cu 43 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 44 $'N 45 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 46 I NOT USED L- + E U 47 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 48 18W TRT W + + 49 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 50J1 WILLIAMS PH60-118-05-EB2-UNV 1 CRI 80 120V RECESSED 18W _ 6" COMPACT FLUORESCENT HORIZONTAL DOWN LIGHT WITH SELF-FLANGED CLEAR 41OOK SPECULAR REFLECTOR AND ELECTRONIC BALLAST. �� 51 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 52 ( ) 2 N 53 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 t2 12 1 20 54 18W TRT 6" COMPACT FLUORESCENT HORIZONTAL DOWN LIGHT WITH SELF-FLANGED CLEAR Q i 3 20 1 12 12 t/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1 2 J1E WILLIAMS PH60-118-CS-EB2-EM-UNV 1 CRI 80 120V RECESSED 18W - SPECULAR REFLECTOR AND ELECTRONIC BALLAST, AND INTEGRAL 90 MINUTE 55 12 t2 1 20 56 Q M / (4100K) EMERGENCY BATTERY PACK. Z 57 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 58 26W TRT 59 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6RECP, CART CHARGER 1/2 12 12 1 20 60 J2 WILLIAMS PH60-226-CS-EB2-UNV 2 CRI 80 120V RECESSED 52W _ 6" COMPACT FLUORESCENT HORIZONTAL DOWN LIGHT WITH SELF-FLANGED CLEAR (4100K) SPECULAR REFLECTOR AND ELECTRONIC BALLAST. 61 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 62 26W TRT 6" COMPACT FLUORESCENT HORIZONTAL DOWN LIGHT WITH SELF-FLANGED CLEAR 63 SPACE 0.6 JRECP, CART CHARGER 1/2 12 12 1 20 64 J2E WILLIAMS PH60-226-CS-EB2-EM-UNV 2 CRI 80 120V RECESSED 52W - SPECULAR REFLECTOR, ELECTRONIC BALLAST, AND INTEGRAL 90 MINUTE 65 SPACE 0.6 RECP, CART CHARGER 1/2 12 12 1 20 66 (41OOK) EMERGENCY BATTERY PACK. 67 SPACE SPACE 68 50W LED LED WALLPACK WITH ALUMINUM HOUSING, FULL CUT-OFF OPTICS, AND BRONZE 69 30 2 SPD SPACE 70 K GARDCO 121-CWL-FT-50LA-CW-UNIV (6500K) 120V WALL 50W - FINISH. 71 SPACE 72 11 OW LED LED AREA LIGHT WITH ALUMINUM HOUSING, FULL CUT-OFF OPTICS, AND BRONZE * CONFIRM ELECTRICAL REQUIREMENTS AND EXACT LOCATION FOR SHOP 21.1 21.7 44.7 40.3 L EMCO ELA16-X-3-105LA-CW-UNV 120V POLE 11 OW - EQUIPMENT. TOTAL CONNECTED LOAD: 127.7 KVA (6500K) FINISH. * * NOTE THAT EQUIPMENT IS EXISTING TO BE RELOCATED. CIRCUIT TOTAL DEMAND LOAD: 132.2 KVA 25' ROUND TAPERED ALUMINUM POLE WITH CAST BASE. EPA ® 130 MPH BREAKERS FOR PANEL L1 AND TRASH COMPACTOR MAY BE SUBFEED M _ _ ( BREAKERS. (ULTIMATE DESIGN WIND SPEED) TO MATCH FIXTURE.) c FIXTURE SCHEDULE NOTES: MANUFACTURERS AND CATALOG NUMBERS LISTED 4. FOR RECESSED CAN LIGHTS IF LIGHT FIXTURE IS TOUCHING INSULATION _ 1. UNLESS INDICATED OTHERWISE, , MODIFY IN LIGHTING FIXTURE SCHEDULE ARE INTENDED TO ESTABLISH STANDARDS OF DESIRED CATALOG NUMBER SHOWN ABOVE AS NECESSARY TO PROVIDE INSULATED CEILING (LC.) (may DESIGN OR QUALITY AND SHALL BE THE BASIS OF BID. RATED LIGHT FIXTURE OR PROVIDE NECESSARY PROTECTION FROM INSULATION, PER N PANEL LOCATION: RM 125 TYPE: RECESSED, NEMA 1 MAIN BUS RATING: 225A AHJ. M MAIN CB: MLO FRAME: TYPE: BOLT-ON 2. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS FOR WALL MOUNTED PANEL -L 1 VOLTAGE:120 240 VOLTS 1 PH, 3 WIRE MINIMUM AJC: 22K FIXTURES. 5. MODIFY CATALOG NUMBER AS NECESSARY FOR ANY RECESSED FIXTURES IN AREASi WITH HARD CEILINGS. DEVICE BRANCH CIRCUIT PHASE LOAD BRANCH CIRCUIT I EVICE 3. CONFIRM FIXTURE COLORS WITH ARCHITECT. 2: z z z.. SERVING (KVA) SERVING z r z z cn a a_ z d�� R 3 wo coir A B A 8 oc' o 3 i z v 1 20 1 12 12 1/2 LTS, RM 100,101,103-107 1.0 1.2 RECP, RM 100 1/2 12 12 1 20 2 ( 7 3 15 1 12 12 1/2 LTS, RM 102,108-113,115 1.0 1.2 JRECP, RM 100,101,103 1/2 12 12 1 1 20 4 1 i^ 5 20 1 12 12 1/2 LTS, RM 114,116-120 1.0 1.2 RECP, RM 103,104,105 1/2 12 12 1 20 6 7 20 1 12 12 1/2 LTS, RM 121-124 1.0 1.2 RECP, RM 102,105,106 1/2 12 12 1 20 8 ( zE��' 9 20 1 12 12 1/2 LTS, RM 125 0.5 1.2 RECP, RM 106,107 1/2 12 12 1 20 10 `•/ f-+ 11 20 1 12 12 1/2 LTS, RM 126 0.8 1.2 RECP, RM 108 '1/2 12 12 1 20 12 13 20 1 12 12 1/2 LTS, PERIMETER 0.4 0.6 ERECP, RM 109,110,115 1/2 12 12 1 20 14 15 20 1 10 10 1 LTS, SITE 0.8 0.8 IRECP, RM 113 1/2 12 12 1 20 16 17 20 1 SPARE 1.2 RECP, RM 117,121,125 1/2 12 12 1 20 18 L.l..a 19 20 1 SPARE 1.0 JRECP, RM 120 1/2 12 12 1 20 20 21 20 1 12 12 1/2 COPIER, RM 101 1.2 0.6 RECP, RM 122 1/2 12 12 1 20 22 23 20 1 12 12 1/2 FAX, RM 101 0.4 0.8 IRECP, RM 122 1/2 12 12 1 20 24 fi•-- GQ 25 SPACE 0.8 RECP, RM 125 1/2 12 12 1 20 26 0 ' 27 SPACE SPACE 28 Z 29 SPACE SPACE 30 n 31 SPACE SPACE 32 33 SPACE SPACE 34 T 1 35 SPACE 0.1 ISPACE 36 F 37 SPACE SPACE 38 39 SPACE ISPACE 40 f..L.I 41 20 1 12 12 1/2 ACCESS CONTROL COMPUTER 0.3 SPACE 42 w 43 20 1 12 12 1/2 CCN HEADEND EQUIPMENT 0.3 ISPACE 44 45 20 1 12 12 1/2 CCN MONITOR 0.2 SPACE 46 47 20 1 12 12 1 CCN CAMERA, GATE 0.1 ISPACE 48 49 20 1 12 1 12 1/2 CCN CAMERAS, PERIMETER 0.4 1.2 SPACE 50 51 20 1 12 12 1 1/2 TELECOM BOARD = 0.4 = ISPACE 52 531 20 1 12 1 12 1/2 * FIRE ALARM PANEL 0.6 =SPACE 54 * PROVIDE RED CIRCUIT BREAKER WITH LOCK ON. 5.6 4.9 8.0 6.2 TOTAL CONNECTED LOAD: 24.7 KVA REVISION DATE TOTAL DEMAND LOAD: 34.1 KVA ISSUE DATE 23 MAY 2013 DRAWING TITLE I ELECTRICAL SCHEDULES COMMISSION NO. 12154 SHEET NUMBER E5.1 COPYRIGHT 2013 NOELKER.AND HULL ASSOCIATES,INC. i V � N J G oCi a 0rAVpFL -W. ME I Z j — 00 co cuILI QCL CD� o N (D aCD OUTSIDE Z MAINTENANCE I W O O > o BUILDING '� o oC) INSIDE SHOP o I AREA o i N cu r ENCLOSED t6 .3 CIRCUIT PANEL PANEL cu m S BREAKER 'P1' 'L9' L� + L U 10 L + + 2 120/240v � rr ��... C.T. 600A, 10, 3W V CABINET 600A 225A 0 s SPD 120/240V 120/240V Q " 11 1 3 � 7 i GROUND FLOOR 1 9 E7.1 (D-<:) TO PRIMARY MANHOLE i ' V M M N M POWER RISER DIAGRAM NOT TO SCALE V w Z U Q , SPECIFIC NOTES: GENERAL NOTES: w w � Q 1 PRIMARY SERVICE LATERAL. SEE ELECTRICAL SITE PLAN ON SHEET E2.1 FOR MORE 3O PROVIDE 2 SETS OF 3-350 KCMIL CONDUCTORS AND #1 AWG GROUND, EACH INA 1. UNDERGROUND CONDUIT MAY BE SCHEDULE 40 PVC (VERSUS GRS). TRANSITIONS TO INFORMATION. ABOVEGROUND SHALL BE MADE WITH PVC COATED RIGID STEEL OR WITH RIGID STEEL CONDUIT 3 CONDUIT (TYP.). COATED WITH 2 COATS OF ASPHALTIC MASTIC. i•--i �C W ONEW 120/24OV, PAD-MOUNTED TRANSFORMER AND CONCRETE PAD. SEE Og PROVIDE 100% RATED 600A, 2 POLE ENCLOSED CIRCUIT BREAKER, RATED 42KAIC IN ELECTRICAL SITE PLAN ON SHEET E2.1 FOR MORE INFORMATION. NEMA 3R ENCLOSURE. ENCLOSED CIRCUIT BREAKER SHALL BE SUITABLE FOR USE AS SERVICE EQUIPMENT. BOND NEUTRAL AND EQUIPMENT GROUNDING BUSSES. z PROVIDE 120/24OV, SINGLE PHASE, THREE WIRE UNDERGROUND SECONDARY (US): Q L=/ 2 SETS OF 3-350 KCMIL CONDUCTORS, EACH IN A 3" CONDUIT FROM RISER POLE < 9 ) PROVIDE #3/0 AWG COPPER GROUNDING ELECTRODE CONDUCTOR. BOND TO Z DESCRIBED ABOVE TO THE SERVICE ENTRANCE EQUIPMENT. ALSO, PROVIDE SPARE �--� GROUND ROD AND ALL OTHER AVAILABLE GROUND ELECTRODES, PER DETAIL 1, 3" CONDUIT WITH PULLWIRE AND CAPS FROM TRANSFORMER TO BUILDING. AVOID SHEET E7.1, NEC SECTION 250, LOCAL CODES, AND SPECIFICATIONS. (.w EXISTING UTILITIES. PROVIDE WARNING TAPE 12" BELOW GRADE, PER NEC. PROVIDE 90 DEGREE LONG RADIUS SWEEPS AT BOTH ENDS. STUB UP CONDUIT 1 Q PROVIDE A SURGE PROTECTION DEVICE (SPD). THE SPD SHALL BE RATED FOR AT INTO TRANSFORMER AS DIRECTED BY JEA. JEA WILL MAKE FINAL CONNECTIONS AT LEAST 100KA, PER MODE, SURGE CURRENT (SINGLE PULSE SURGE CURRENT FOR �W THE TRANSFORMER. AN 8X20 mS WAVEFORM). MAXIMUM UL 1449 3RD EDITION CLAMPING VOLTAGE (C3, O PROVIDE ALUMINUM C.T. ENCLOSURE PER UTILITY STANDARDS FOR ELECTRIC SERVICE. 20KV, 10kA, COMBINATION WAVE) SHALL BE 450 VOLTS L-N AND 800 VOLTS L-L. THE SPD SHALL HAVE VISUAL FAULT INDICATION AND SHALL MEET UL 1449, ENCLOSURE SHALL BE APPROVED BY UTILITY. PROPERLY GROUND ENCLOSURE PER CURRENT EDITION. THE SPD SHALL ALSO MEET UL 96A PARAGRAPH 13.1 NEC SECTION 250 AND LOCAL STANDARDS. REFER TO JEA RULES / REGULATIONS, REQUIREMENTS. SECTION 7, FOR MORE INFORMATION. rj PROVIDE 1 1/2" GRS CONDUIT AND CT CONDUCTORS PER UTILITY STANDARDS. 1 1 PROVIDE 3-#4/0 AWG CONDUCTORS AND #4 AWG GROUND IN A 2" CONDUIT. 6 INSTALL UTILITY FURNISHED CT METER SOCKET IN NEMA 3R ENCLOSURE. PROPERLY GROUND METER SOCKET PER NEC SECTION 250 AND LOCAL STANDARDS. REVISION DATE � I i ISSUE DATE 23 MAY 2013 DRAWING TITLE POWER RISER DIAGRAM Y COMMISSION NO. 12154 SHEET NUMBER E6.1 COPYRIGHT 2013 NOELKER.AND HULL ASSOCIATES,INC. � wg I zv' Nw .. Z o DAVID W.`.SIA tS SERVICE MAIN BONDING JUMPER. MAY tl1 v ,�,a FL PE# 51249 DISCONNECT BE COPPER CABLE OR on EQUIVALENT BUS BAR WITH I REMOVABLE LINK. G N iEFFECTIVELY GROUNDED 00 EXPOSED TYPICAL GROUNDING ® W BLDG. STEEL ELECTRODE CONDUCTOR. W o SERVICE ENTRANCE Z c _ � � ECN 71 EQUIPMENT COPPER °° (� " (� .� `' FULL—SIZED GEC (SEE GROUNDING BAR ° 0 •-- { TO MAIN SVC —\ 0 Z 0 POWER RISER FOR SIZE) 0 V + + FULL—SIZED GEC DISCONNECT 0 ° W 0 #6 AWG FULL—SIZED GEC oop _...._. .._._ t0 •� o C 0 _ N #4 AWG— FLOOR ® °°° °00000 Q + _ GRADE t ' °� ��O0 ` 0° °O0 •C ® Cu 0 12" x 4" x 1/4" 0- `r L x COPPER INSULATED I r✓ ,N a.� GROUND BAR Ccu CONCRETE—ENCASED ELECTRODE GROUND ROD(S) WITH STEEL MOUNTING cu EXOTHERMICALLY WELDED PER NEC 250.52(A)(3) METAL WATER PIPE, BRACKET WITH RUBBER L + CONNECTION IF AVAILABLE INSULATOR 0 E`U TO NA l SERVICE FULL—SIZED GEC (SEE NOTES. GROUND POWER RISER FOR SIZE) 0 L 3 1. BOND & GROUND ELECTRICAL SYSTEM PER NEC SECTION 2. WHEN CONDUCTORS ARE S BJECT TO DAMAGE THEY NOTES: Z Q M 250 AND ALL LOCAL CODES AND STATUTES. TEST GROUND SHALL BE PROTECTED PER NEG. 1. IF SERVICE DISCONNECT IS LOCATED OUTSIDE, PLACE PER SPECIFICATIONS TO ENSURE A MAXIMUM RESISTANCE TO GROUND BAR AT CLOSEST ACCESSIBLE LOCATION INSIDE THE GROUND OF 10 OHMS. ADD ADDITIONAL GROUND RODS AS 3. ALL GROUND ELECTRODE CONDUCTORS SHALL BE BUILDING. NECESSARY TO MEET THIS REQUIREMENT. COPPER. GENERAL GROUNDING DETAIL GROUNDING BAR DETAIL 2 NOT TO SCALE E7. NOT TO SCALE E7. 1/ IY I N cN i U V as Q U � Z HANDHOLE Q ROUND OFF W 0 TOP WITH i GROUND LUG & #6 AWG CONCRETE W 1" CHA FER GROUND W FORD (NAGE 4 ° PAINT FDOT YELLOW Q 6" (SEE NOTE) SET 6"x 8' GALVANIZED _TTFINISHED GRADE STEEL OR BLACK IRON POST 6» -� IN CONCRETE AND FILL WITH o CONCRETE Z III—III— , Z 2 ANCHOR BOLT (TYP). LENGTH PER BUILDING EXTERIOR WALL 2a MANUFACTURER'S RECOMMENDATIONS. FILL HOLE WITH CONCRETE. Z N a4 5/8" x 10' COPPERWELD DRIVEN GRADE LINE SLOPE TO SHED WATER. W Q a a d �— GROUND ROD W w --*-- CONDUIT AND BUSHING ��_�� _, t DIE CAST ZINC ENCLOSURE GASKETED III—I 11=1 I I=1 I I—I . I 1=III-11=1T—I�I i l— W III—III—III—III_I d t t III—III—III—III=1 FOR MAXIMUM WEATHERPROOFING WITH 1" 1 c2 a ° —I I I_I1=1I I—III ; 1=1I I—I I1=1I1=1I I w Q a I_I 1=1 =1 I-1 I-1 r I 111=1 I I-1 11=1I I-11 W DIAMETER HERMETICALLY SEALED a 3000 PSI CONCRETE. PROVIDE #3 1=111=1 I1 1 i I l-1 I I I ► 1=1 I I=11 II I I ad (HORIZONTAL) CADMIUM—SULPHIDE OR SILICON DIODE REBAR 12" O.C. HORIZONTAL & 4 -III- =1Ii-1 ° ,' a p III—III-1Ii-III ' d a a —111_111=111 I I I=�1=111=1 TYPE CELL MOUNTED ON 1/2- CONDUIT w a #8 (VERTICAL) REBAR IN CONCRETE. Z o =1I i-1 a I I 1=1 NIPPLE WITH DELAY TO PREVENT FALSE ° a i� i °� SWITCHING. a ° ° oL, J REVISION DATE i a 4 a THREADED ALUMINUM » » » 18" TYPE LB CONDUIT BODY NOTE. PROVIDE 30 HIGH (INSTEAD 18" OF 6") CONCRETE BASE WHERE POLE ROUND WOULD BE SUBJECT TO DAMAGE. NOTE: CONFIRM LOCATIONS OF ROUND ISSUE DATE CONFIRM LOCATIONS OF EXISTING EXISTING UTILITIES PRIOR TO UTILITIES PRIOR TO DIGGING HOLE. DIGGING HOLE. 23 MAY 2013 I DRAWING TITLE ELECTRICAL DETAILS PHOTOCELL MOUNTING DETAIL 3 LIGHT POLE FOUNDATION DETAIL r4 CONCRETE BOLLARD DETAIL I Y COMMISSION NO. NOT TO SCALE E7. •I NOT TO SCALE E7. NOT TO SCALE E7. 12154 I SHEET NUMBER- E7.1 UMBERE / .1 COPYRIGHT 2013 NOELKER ANIS HULL ASSOCIATES,INC. , 3 I ll N 1� O N U � S y y" C, '— ' PLASTIC FACEPLATE (CONFIRM COLOR) 0 � N � x o O ° p o DAVID W. SIME$.' TO 0 0 ® v �., a FL PE# 51,249. ICON WITH PRINTABLE I.D. STRIP AND CEILING EQUIPMENT (TYP.) p 0 06 D REMOVABLE CLEAR PLASTIC COVER - 0 0 p 0 ® � 0 p 0 INDIVIDUALLLABEL TO Y EACH JACK �� 0 0 0 0 0 0 0 Z DATA O ° O00000° 0 � � X COLOR CODED GRAY BEZEL ON 0 ° 0 0 0 0 0 0 0 1/4" COPPER INSULATED W RJ-45 DATA JACK (CATEGORY 6E) 0 0 0 0 LABEL. Z c Qp (GRAY) 0 0 0 0 GROUND BUS. PROVIDE W o CD (LEVITON OR EQUAL) PROVIDE 18 PORT FIBER p 0 p 0 O - v '�'-+ .� o M DISTRIBUTION PANEL (FDP) WITH PROVIDE NEW 19"Wx24"Hx18"D 0 p 0 0 0 p 0 0 ® _ o ENGRAVED I.D. MARKER 18 SC CONNECTOR BULKHEADS __ WALL MOUNT COMMUNICATIONS 0 �U a 0 ® � 0 ° � � ' Z + + g= Q<_ p p p e a RACK (CHATSWORTH, HOMACO OR 0 0 0 0 0 0 ° 0 0 0 O (REMOVABLE/CHANGEABLE) (TYP.) (SUPERIOR MODULAR PRODUCTS W 1 � oiC CD OR EQUAL.) EQUAL) 0 0 0 0 0 0 0 0 '� oCD COLOR CODED (BLUE) BEZEL ON 48 PORT CAT 6E PATCH PANEL 'A' 0 0 0 p ° ® O (� c RJ-45 VOICE JACK (CATEGORY 6E) sus (LEVITON OR EQUAL) TO DATA OUTLETS s��s W/ GRAY RJ-45 JACK FOR DATA 0 0 0 G� + _ (LEVITON OR EQUAL) ® 0 •� CD CATEGORY 6 CABLES (GRAY) wM s�®®s 48 PORT CAT 6A PATCH PANEL 'B' m TO PHONE OUTLETS s cu W/ BLUE RJ-45 SNAP-IN JACKS o BLANK CATEGORY 6 CABLES (BLUE) SWITCH FOR VOICE. TERMINATE THE 50 a PROVIDED BY OTHERS PAIR CAT 3 HOUSE CABLE. EXOTHERMICALLY WELDED -(D aQ UPS (BY OTHERS) o >� CONNECTIONCD co 5" WIRE MANAGEMENT PANDUIT --► L + e ICON WITH PRINTABLE I.D. STRIP AND ( �,� REMOVABLE CLEAR PLASTIC COVER LABEL TO OR EQUAL) (TYP. BOTH SIDES) (D `+ + IDENTIFY EACH JACK INDIVIDUALLY. �[ v 1 0 AWG •� TO O v 3 A AS REQUIRED AIN Z GROUNDBAR Q PROVIDE STANDARD 4" x 4" DEEP JUNCTION BOX RECESSED IN WALL W/ MUD RING. i NOTE: BOND CONDUCTORS FOR TELECOMMUNICATIONS AT THE TGB AND TMGB USING FLOOR EXOTHERMICALLY WELDED, LISTED COMPRESSION TWO-HOLE LUGS, SUITABLE AND EQUIVALENT ON HOLE NON TWISTING LUGS, OR OTHER IRREVERSIBLE COMPRESSION TYPE CONNECTIONS IN nil ACCORDANCE WITH J-STD-607-A PARAGRAPH 5.2.7.1. WORKSTATION OUTLET DETAIL 6 WALL MOUNT TELECOMMUNICATIONS RACK DIAGRAM 7 TELECOM. GROUNDING BAR DETAIL 8 NOT TO SCALE E7.2 NOT TO SCALE E7.2 NOT TO SCALE \E7.2/ 1 R I i N N M PROVIDE AND TEST CAT 6e CABLING. SUPPORT WITH J HOOKS EVERY 3' ABOVE ACCESSIBLE AREAS. PROVIDE 1" EMT CONDUIT ABOVE HARD CEILINGS. ALL CABLING OUTSIDE OF EQUIPMENT U ROOM SHALL BE CONCEALED. PROVIDE GRAY CABLING FOR DATA JACKS AND BLUE CABLING FOR VOICE. TERMINATE WITH WIRING CONFIGURATION A. REAM CONDUIT AND PROVIDE PLASTIC I BUSHING AT BOARD. SEE POWER PLAN, SHEET E4.1, FOR Z (� OUTLET LOCATIONS (TYP.), rW Q V Z Z CEILING A OUTSIDE COMM. ROOM 4x8x3/4" FIRE RATED PROVIDE 50 TELEPHONE BACKBOARD. PAIR CAT 3 MOUNT AT CONTROL ROOM WW • HOUSE CABLE 80" AFF c UNISTRUTt SU15 PPORTRUT PROVIDE 50 Ll -51 PAIR CAT 3 = CABLE " I� PROVIDE 1 CONDUIT (TYP). BUILDING ENTRANCE PROTECTOR PROVIDE 7 I Q (CIRCA 1890ECT1 OR EQUAL), 50 —�► 50 PAIR E7.2 W PAIR WITH 66 BLOCKS IN AND OUT, 66 BLOCK POPULATED WITH PROTECTOR 6 W MODULES RATED AT 250 VOLT E7.2 W BREAKOVER. E 8 2 6 AWG ? TYPICAL TELEPHONE, COMPUTER, OR WORKSTATION OUTLET, PROVIDE BOX, .� JACKS, AND COVER PLATE. TELECOM. GROUNDING BAR. SEE DETAIL 8, THIS SHEET. 18"(UNO) REVISION DATE FLOOR #1/0 AWG TO SERVICE GROUND ISSUE DATE TO PROPERTY 23 MAY 2013 LINE DRAWING TITLE ELECTRICAL DETAILS PROVIDE 2-4" CONDUITS WITH PULL WIRE. (SERVICE PROVIDER TO PROVIDE SERVICE ENTRANCE CABLING) COMMISSION NO. y TELEPHONE/DATA RISER DIAGRAM 9 12154 NOT TO SCALE E7.2 SHEET NUMBER- E7.2 UMBERE7.2 COPYRIGHT 2013 NOELKER.AND HULL ASSOCIATES.INC U W o c SPRINK. ° LEGEND: W N M y cn o 24 F 1 �111� T13 F❑ zo SPRINKLER FLOW SWITCH ,_., DAVID W. SIM�SS-� P C� o FL, PES 512 ` MECHANIC'S TD SPRINKLER TAMPER SWITCH AREA t2 D W FIRE ALARM PULL STATION; ALARM; MOUNTING HEIGHT `" Z PER NFPA 72 & AHJ. 00 X lo: co ADDRESSABLE CEILING MOUNTED HEAT DETECTOR; W cn CL RECEIVING 90 zzMOUNTING PER NFPA 72 & AHJ. IF SHOWN WITH Z � c A PLIANCE HIDDEN LINE UNIT IS MOUNTED ABOVE CEILING. IF "' - � '�' .N M STORAGE HIDDEN, PROVIDE REMOTE INDICATING LIGHTS (LEDs). .� a) o Z Z V p a t25 ADDRESSABLE SMOKE DETECTOR ALARM; W Q ,0 > a MOUNTING PER NFPA 72 & AHJ. IF SHOWN "' o O WITH HIDDEN LINE UNIT IS MOUNTED ABOVEcnM CEILING. IF HIDDEN, PROVIDE REMOTE = o INDICATING LIGHTS (LEDs). Q CDo " c Ell MACHINE cn FIRE ALARM STANDARD OUTPUT AUDIOVISUAL ALARM; _ c MOUNTING HEIGHT PER NFPA 72 & AHJ. N REPAIR a SHOP o V5 FT227 z �' FIRE ALARM VARIABLE OUTPUT VISUAL STROBEcu 1 ALARM; MOUNTING HEIGHT PER NFPA 72 & c N ¢� AHJ. r- 3 (D „ + + z FF_A_C__q FIRE ALARM SYSTEM CONTROL PANEL 2 N ❑ O �n A z 1 • ,Q OPEN STORAGE COVERED PORCH 126 SPRINKLER F RM 124 SPRINKLER FACP JAN. I ? ANNUC. � Its RM 100 N o PAINT O FACP MACHINE SHOP CN EQUIP. � FA RM 122 STORAGE 121 �” tt� STORAGE RECEIVING j~ 1 RM 120 RM 125 ~' PROVIDE ADDRESSABLE FIRE ALARM CONTROL PANEL PER THE SPECIFICATIONS. U l PAINT 1RM 8TOR. i RM ODWORKING r } V CONFIRM EXACT LOCATION. `.J 114 PAINT EQUIPO BREAK ROOM W l � RM 113 RM 117 w Z U STORAGES l WOODWRKG. ENTRY ( , Z RM 114 RM 100 `/ Z t2 WOODWORKING ° <C Q ....a PLAN PAIHT STOR. TO PHONE W STOR. 120V SYSTEM t6 POWER TO w W ------ -- PANEL 'L1' REMOTE tt� ANNUNCIATOR ---------- CONE ----------- ROOM -- , . ' WOMEN'S MENS Li PROVIDE FIRE ALARM Z ` RM. ' TOILET ROOM CONTROL PANEL PER C�leor ,to ` , 115 113 NOTES FOR FIRE RISER: SPECIFICATIONS. [� O 1. PROVIDE COMPLETE ADDRESSABLE FIRE ALARM SYSTEM WITH ALL REQUIRED PULL STATIONS, HORNS, STROBES, i` OL(F, W ue � SMOKE, AND HEAT DETECTORS, AND REMOTE ANNUNCIATOR PER SPECIFICATIONS. FIRE ALARM SYSTEM SHALL i COMPLY WITH ALL APPLICABLE CODES INCLUDING NFPA 72, NFPA 90A, THE FLORIDA FIRE PREVENTION CODE, THE ❑ FLORIDA BUILDING CODE, AND NFPA-70 ARTICLE 760 . COORDINATE INSTALLATION WITH A QUALIFIED FIRE ALARM W RE P T MECH. STOR. ( ) , , . tt 112 VENDOR. THE FIRE ALARM CONTRACTOR SHALL PROVIDE DETAILED INSTALLATION DRAWINGS FOR PERMIT. W LOBBY DRAWINGS SHALL INCLUDE: VOLTAGE DROP, POWER AND BATTERY CALCULATIONS FOR ALL NEW DEVICES. PROVIDE SEMI-RECESSED t.L REMOTE ANNUNCIATOR PANEL too 2. RELOCATE STROBES AS NECESSARY TO MAINTAIN MAXIMUM ALLOWED SPACING PER NFPA 72. PER THE SPECIFICATIONS. CORRIDOR CONFIRM EXACT LOCATION. 102 3. PROVIDE A TWO CHANNEL DIGITAL COMMUNICATOR SO THAT THE FIRE ALARM SYSTEM CAN BE REMOTELY jz MONITORED. CONNECT TO TELEPHONE SYSTEM. ° Q �i�� 4. PROVIDE FLOW AND TAMPER SWITCH. CONFIRM LOCATION OF FIRE SPRINKLER RISER WITH FIRE SPRINKLER u- j CONTRACTOR. REVISION DATE WORK AREA OFFICE OFFICEFICE OFFICE OFFICE tm 703 tot toy tos tm i L----------------- FIRE ALARM SYSTEM RISER DIAGRAM ISSUE DATE NOT TO SCALEA 23 MAY 2013 I DRAWING TITLE FIRE ALARM PLAN MAINT. BLDG Y N COMMISSION NO. _ FIRE ALARM SYSTEM PL?►N - MAINTENANCE BLDG 12154 j SCALE: 3/16" = V-0" 0 5' 10' SHEET NUMBER SCALE: 3/16"=1'-0" FALI COPYRIGHT 2013 NOFLKER.ANIS HULL ASSOCIATES,INC