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0712-0376 MIDWAY ASSOCIATES
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J a I I °Z I 0 moo i ��o I O Q WHO I U coWW oho h V I V O�� I c� 4j O Zoe N I I o o �_ m I Wpm I o� - — — — — — — — — - K an h Yj W Cif MN 0 V n N h m 0 J O O W Cw O pQ O�Z O Q Z W ZZ ZQo Z O ' V �O J J O o`�o o o gQ =o QZ W Q -M Q� W�Qp W Ql O p ZVC6 Jp=J J O j0 J o 0 okoo ��J� hOh p Z W dh �QQr4 mQ h tz0< Q W U Q rb 2m Z cJ3 WQ Qi �hQO �O W Zzt W LT 'o �U Z Q O O Q V Zr-, NZr O O ni U LU � V W J Z\OU O�� Nm "ice aQ vi (d N N h O J b a W0099 a h x M, 00 oaws (400*099 (M99969 x000aooA, x \17yyos� 3nlNO 17VHd5V 47 --- p a h s� .31AVO 17VHdSV M } 011�61 • N 1oozl 000 I I � I I I I I I I I I I I I I I I I I I I I I ------------ --- — — — — ----------------------L---------------L---------------- ro > o 3A I&G INV n&39 s� oyJ N ------------- --�— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I i i I I I I I I '00o5 —< <o� � ^ o � u U W00 Z Z M (n Q o Q 0 c0 rr o � O n ` V W � ALL >N m a- Li (n Z w�0 � Z W F- Q O J 0- SGANNE6 Q StLur, erg W U �pc 0 oQis, C,�e �Eo �00= L- �(3 m J " �oQL �L O I 0 �QW:(Ls Q(QLAJa V w Li �v°oe �Z�h wgeee a o i Wr^ � h x V Vj. i � i a `J a} L � W o � � F > j j W U j W Z O J Q O Q I � > W LU ` z rn W Oo 3 . o N N 0 m �y d U x NOT 1$1121'( F10' OAK A'I I k A6' k61 I - I i ®12 PlN£ WELL AND 1 I PUMP 1 a1 dE I e,1 1 (SOAK TER 11 1 2, I7 112-, & 9" b k19 I ®17' PINE 3 � p1 ® 15" PINE 21' PINE z ® 11 112" PINE 11 112" OAK IS Cam_ 2 PINE ��� � PALM ,ram �F'''� �`` Ff C) 10' ( K FOUND 1/2' IRON ROD AND CAP 'KS" GOf21 ------ �' --� I - 2J" OAK x4851 I - F_ CONCRETE X nd 49.6 z 36.19' O o ❑ W W, O I ONE STORY V BUILDING/GARAGE FFE= 49.12 F U 1, J6. 19" � P O a 13" OAK PALM PALM PAL PALM OUA *a PALM h � �\ ;13� 1 �-�5' -6 SEPTIC TANK &I i I APPROX/M r 1 DRAINF7EL 1 J _ W cJi+ m X PALM CONCRETE 0G)�° a+o � �0Z0 o 0 n y k05 I o Dcu r cu m PALM D 11 1, 2' PPC, �c 0. �0• 116' PINE( 17" PdVE C 03 N m ONE c a X BUi Acn N Z T Z FFE= SCC (SITE BE - TWIN OA �`�� & 15' �' pALM nn' v z yr a >0 e I g�50'8 8 h 18.70' N w a60,-- , • l70 jihjlk� ,101V -- Im • JhG airs 15' PINE • ::N89 0�128"M 15 (M) cn O O ALM PALM m0 R s q N r Co '9-/- G �v °f 3 k19 MD WA Y a z = o o i►�1 O AAK 1 i 40128 Yypypyp R� 6 9 y A G N N �p v Q N^ X s O a <_ o z qz zo v a z z z o z o o D A3 _73 Q� � ENO_-�On��6cn0> c �¢ �c Q N O cR j Q G Cl Z /� D73 t ZS1 7- y�D cCccXX O OSq O Q Q izi �}nN Y Z Z Z n N Q G ,� O O c76c� Q Cl N O D �Da� z�z<��� �� �?����c �ZzD Oza cR Z c O S, 77ccSS Q Q� Q k Q �') cy � O Q cNi-c Z cR ZO ➢ rn ctc O ZS cn i6 N i� cn D �v, z� YQ n >zN z va�a� 0 zcc Uvl` z U a �N O c�NcyR� czi�NQ���QaQq�cR eAz tc NZ cZ�-c cR D O > ➢ Z c _ ll� Vj)0 z � p Q � p � � � z c�c�a cR� sic RnO jN z R a�R��po o% Rkj�u � zv ?i /q �q�N�� a�0� �z Q< �g c,o �N a O O O 6 z 7 731 o -7 — — —� OZY Yc'��c> — "` z� �g���� Q� O�QOzo �v �u cp RK 60/32 Dozo���a o o0 cc� Z q Q cn 6 Q 26 � � � � 7 M�Q5 Nc�a a N � Cl � � Q � � Q O c�c� Z O 1 O 27\NJ�Q:3 chi- cc 8 � �-A �a 0 0 az \oo O 2 yyzR\ ?RaQ � O Z S1 O GOr33 s��Q�� �ON� vlw0 2f — — — — — > o _ zc ccc Y � Z GOT39 p Z 75 ���77V7 N � � z G0129 60130 �I I �I GO135 1 1 v,QQ r- -,Ks C--, C--� Q ;dam_vA cXi O i w zv� n X a D� z_ w a O n V �Z Q� cn I o Q :z � FENCE CORNER �— �+ �w. Y Y z (1.2' OUT) 0 ,� O m D 29 m m 0 r D m ,. {(n / s I CC S � O z Cl 1 O O � O CzCC c Q O Q S _0 �G Z 1 � �>ou Uc PALM 0 Dxo m, ��mo M v m0 N 0 0 r n PALM a MM9CXJ U)'1UTY POLE AND ANCHOR � 00 m N ire D N /c.5 ki.96 M Z )AD IN JAC065 CON511?UCTION 'WAY pb, WOE COUNTY, FL LMP5CAP� PLAN Al- Al lXl�XX X X X X W a a �\ N N N N x N N N N 53 7J3 ` CA ' # # ` # po 20 po aQa a z z C� William A. Flint, III �ancl5care Architect Stuart. rl� 112,220,0424 W m ; a a 7z:5 a Q �Q M VIA M KsN N O � � As /As O O a O S1 � CR CCC 7Q /_Ks o ? < 0 6 0 o a M M a a Q 7�5 S � O � Y N O = O cc G yy Z N O 1\ �v�� Z( C R 75 vv x cat Q V-7 C) v FLA, Feq, #941 fax 112,2208915 �\5\w <S N N m Cn cN cicoco �i MD WA Y a z = o o i►�1 O AAK 1 i 40128 Yypypyp R� 6 9 y A G N N �p v Q N^ X s O a <_ o z qz zo v a z z z o z o o D A3 _73 Q� � ENO_-�On��6cn0> c �¢ �c Q N O cR j Q G Cl Z /� D73 t ZS1 7- y�D cCccXX O OSq O Q Q izi �}nN Y Z Z Z n N Q G ,� O O c76c� Q Cl N O D �Da� z�z<��� �� �?����c �ZzD Oza cR Z c O S, 77ccSS Q Q� Q k Q �') cy � O Q cNi-c Z cR ZO ➢ rn ctc O ZS cn i6 N i� cn D �v, z� YQ n >zN z va�a� 0 zcc Uvl` z U a �N O c�NcyR� czi�NQ���QaQq�cR eAz tc NZ cZ�-c cR D O > ➢ Z c _ ll� Vj)0 z � p Q � p � � � z c�c�a cR� sic RnO jN z R a�R��po o% Rkj�u � zv ?i /q �q�N�� a�0� �z Q< �g c,o �N a O O O 6 z 7 731 o -7 — — —� OZY Yc'��c> — "` z� �g���� Q� O�QOzo �v �u cp RK 60/32 Dozo���a o o0 cc� Z q Q cn 6 Q 26 � � � � 7 M�Q5 Nc�a a N � Cl � � Q � � Q O c�c� Z O 1 O 27\NJ�Q:3 chi- cc 8 � �-A �a 0 0 az \oo O 2 yyzR\ ?RaQ � O Z S1 O GOr33 s��Q�� �ON� vlw0 2f — — — — — > o _ zc ccc Y � Z GOT39 p Z 75 ���77V7 N � � z G0129 60130 �I I �I GO135 1 1 v,QQ r- -,Ks C--, C--� Q ;dam_vA cXi O i w zv� n X a D� z_ w a O n V �Z Q� cn I o Q :z � FENCE CORNER �— �+ �w. Y Y z (1.2' OUT) 0 ,� O m D 29 m m 0 r D m ,. {(n / s I CC S � O z Cl 1 O O � O CzCC c Q O Q S _0 �G Z 1 � �>ou Uc PALM 0 Dxo m, ��mo M v m0 N 0 0 r n PALM a MM9CXJ U)'1UTY POLE AND ANCHOR � 00 m N ire D N /c.5 ki.96 M Z )AD IN JAC065 CON511?UCTION 'WAY pb, WOE COUNTY, FL LMP5CAP� PLAN Al- Al lXl�XX X X X X W a a �\ N N N N x N N N N 53 7J3 ` CA ' # # ` # po 20 po aQa a z z C� William A. Flint, III �ancl5care Architect Stuart. rl� 112,220,0424 W m ; a a 7z:5 a Q �Q M VIA M KsN N O � � As /As O O a O S1 � CR CCC 7Q /_Ks o ? < 0 6 0 o a M M a a Q 7�5 S � O � Y N O = O cc G yy Z N O 1\ �v�� Z( C R 75 vv x cat Q V-7 C) v FLA, Feq, #941 fax 112,2208915 �\5\w <S N N m Cn cN cicoco �i i►�1 O AAK 1 i 40128 Yypypyp R� 6 9 y A G N N �p v Q N^ X s O a <_ o z qz zo v a z z z o z o o D A3 _73 Q� � ENO_-�On��6cn0> c �¢ �c Q N O cR j Q G Cl Z /� D73 t ZS1 7- y�D cCccXX O OSq O Q Q izi �}nN Y Z Z Z n N Q G ,� O O c76c� Q Cl N O D �Da� z�z<��� �� �?����c �ZzD Oza cR Z c O S, 77ccSS Q Q� Q k Q �') cy � O Q cNi-c Z cR ZO ➢ rn ctc O ZS cn i6 N i� cn D �v, z� YQ n >zN z va�a� 0 zcc Uvl` z U a �N O c�NcyR� czi�NQ���QaQq�cR eAz tc NZ cZ�-c cR D O > ➢ Z c _ ll� Vj)0 z � p Q � p � � � z c�c�a cR� sic RnO jN z R a�R��po o% Rkj�u � zv ?i /q �q�N�� a�0� �z Q< �g c,o �N a O O O 6 z 7 731 o -7 — — —� OZY Yc'��c> — "` z� �g���� Q� O�QOzo �v �u cp RK 60/32 Dozo���a o o0 cc� Z q Q cn 6 Q 26 � � � � 7 M�Q5 Nc�a a N � Cl � � Q � � Q O c�c� Z O 1 O 27\NJ�Q:3 chi- cc 8 � �-A �a 0 0 az \oo O 2 yyzR\ ?RaQ � O Z S1 O GOr33 s��Q�� �ON� vlw0 2f — — — — — > o _ zc ccc Y � Z GOT39 p Z 75 ���77V7 N � � z G0129 60130 �I I �I GO135 1 1 v,QQ r- -,Ks C--, C--� Q ;dam_vA cXi O i w zv� n X a D� z_ w a O n V �Z Q� cn I o Q :z � FENCE CORNER �— �+ �w. Y Y z (1.2' OUT) 0 ,� O m D 29 m m 0 r D m ,. {(n / s I CC S � O z Cl 1 O O � O CzCC c Q O Q S _0 �G Z 1 � �>ou Uc PALM 0 Dxo m, ��mo M v m0 N 0 0 r n PALM a MM9CXJ U)'1UTY POLE AND ANCHOR � 00 m N ire D N /c.5 ki.96 M Z )AD IN JAC065 CON511?UCTION 'WAY pb, WOE COUNTY, FL LMP5CAP� PLAN Al- Al lXl�XX X X X X W a a �\ N N N N x N N N N 53 7J3 ` CA ' # # ` # po 20 po aQa a z z C� William A. Flint, III �ancl5care Architect Stuart. rl� 112,220,0424 W m ; a a 7z:5 a Q �Q M VIA M KsN N O � � As /As O O a O S1 � CR CCC 7Q /_Ks o ? < 0 6 0 o a M M a a Q 7�5 S � O � Y N O = O cc G yy Z N O 1\ �v�� Z( C R 75 vv x cat Q V-7 C) v FLA, Feq, #941 fax 112,2208915 �\5\w <S N N m Cn cN cicoco �i N N �p v Q N^ X s O a <_ o z qz zo v a z z z o z o o D A3 _73 Q� � ENO_-�On��6cn0> c �¢ �c Q N O cR j Q G Cl Z /� D73 t ZS1 7- y�D cCccXX O OSq O Q Q izi �}nN Y Z Z Z n N Q G ,� O O c76c� Q Cl N O D �Da� z�z<��� �� �?����c �ZzD Oza cR Z c O S, 77ccSS Q Q� Q k Q �') cy � O Q cNi-c Z cR ZO ➢ rn ctc O ZS cn i6 N i� cn D �v, z� YQ n >zN z va�a� 0 zcc Uvl` z U a �N O c�NcyR� czi�NQ���QaQq�cR eAz tc NZ cZ�-c cR D O > ➢ Z c _ ll� Vj)0 z � p Q � p � � � z c�c�a cR� sic RnO jN z R a�R��po o% Rkj�u � zv ?i /q �q�N�� a�0� �z Q< �g c,o �N a O O O 6 z 7 731 o -7 — — —� OZY Yc'��c> — "` z� �g���� Q� O�QOzo �v �u cp RK 60/32 Dozo���a o o0 cc� Z q Q cn 6 Q 26 � � � � 7 M�Q5 Nc�a a N � Cl � � Q � � Q O c�c� Z O 1 O 27\NJ�Q:3 chi- cc 8 � �-A �a 0 0 az \oo O 2 yyzR\ ?RaQ � O Z S1 O GOr33 s��Q�� �ON� vlw0 2f — — — — — > o _ zc ccc Y � Z GOT39 p Z 75 ���77V7 N � � z G0129 60130 �I I �I GO135 1 1 v,QQ r- -,Ks C--, C--� Q ;dam_vA cXi O i w zv� n X a D� z_ w a O n V �Z Q� cn I o Q :z � FENCE CORNER �— �+ �w. Y Y z (1.2' OUT) 0 ,� O m D 29 m m 0 r D m ,. {(n / s I CC S � O z Cl 1 O O � O CzCC c Q O Q S _0 �G Z 1 � �>ou Uc PALM 0 Dxo m, ��mo M v m0 N 0 0 r n PALM a MM9CXJ U)'1UTY POLE AND ANCHOR � 00 m N ire D N /c.5 ki.96 M Z )AD IN JAC065 CON511?UCTION 'WAY pb, WOE COUNTY, FL LMP5CAP� PLAN Al- Al lXl�XX X X X X W a a �\ N N N N x N N N N 53 7J3 ` CA ' # # ` # po 20 po aQa a z z C� William A. Flint, III �ancl5care Architect Stuart. rl� 112,220,0424 W m ; a a 7z:5 a Q �Q M VIA M KsN N O � � As /As O O a O S1 � CR CCC 7Q /_Ks o ? < 0 6 0 o a M M a a Q 7�5 S � O � Y N O = O cc G yy Z N O 1\ �v�� Z( C R 75 vv x cat Q V-7 C) v FLA, Feq, #941 fax 112,2208915 �\5\w <S N N m Cn cN cicoco �i CC S � O z Cl 1 O O � O CzCC c Q O Q S _0 �G Z 1 � �>ou Uc PALM 0 Dxo m, ��mo M v m0 N 0 0 r n PALM a MM9CXJ U)'1UTY POLE AND ANCHOR � 00 m N ire D N /c.5 ki.96 M Z )AD IN JAC065 CON511?UCTION 'WAY pb, WOE COUNTY, FL LMP5CAP� PLAN Al- Al lXl�XX X X X X W a a �\ N N N N x N N N N 53 7J3 ` CA ' # # ` # po 20 po aQa a z z C� William A. Flint, III �ancl5care Architect Stuart. rl� 112,220,0424 W m ; a a 7z:5 a Q �Q M VIA M KsN N O � � As /As O O a O S1 � CR CCC 7Q /_Ks o ? < 0 6 0 o a M M a a Q 7�5 S � O � Y N O = O cc G yy Z N O 1\ �v�� Z( C R 75 vv x cat Q V-7 C) v FLA, Feq, #941 fax 112,2208915 �\5\w <S N N m Cn cN cicoco �i �G Z 1 � �>ou Uc PALM 0 Dxo m, ��mo M v m0 N 0 0 r n PALM a MM9CXJ U)'1UTY POLE AND ANCHOR � 00 m N ire D N /c.5 ki.96 M Z )AD IN JAC065 CON511?UCTION 'WAY pb, WOE COUNTY, FL LMP5CAP� PLAN Al- Al lXl�XX X X X X W a a �\ N N N N x N N N N 53 7J3 ` CA ' # # ` # po 20 po aQa a z z C� William A. Flint, III �ancl5care Architect Stuart. rl� 112,220,0424 W m ; a a 7z:5 a Q �Q M VIA M KsN N O � � As /As O O a O S1 � CR CCC 7Q /_Ks o ? < 0 6 0 o a M M a a Q 7�5 S � O � Y N O = O cc G yy Z N O 1\ �v�� Z( C R 75 vv x cat Q V-7 C) v FLA, Feq, #941 fax 112,2208915 �\5\w <S N N m Cn cN cicoco �i PALM a MM9CXJ U)'1UTY POLE AND ANCHOR � 00 m N ire D N /c.5 ki.96 M Z )AD IN JAC065 CON511?UCTION 'WAY pb, WOE COUNTY, FL LMP5CAP� PLAN Al- Al lXl�XX X X X X W a a �\ N N N N x N N N N 53 7J3 ` CA ' # # ` # po 20 po aQa a z z C� William A. Flint, III �ancl5care Architect Stuart. rl� 112,220,0424 W m ; a a 7z:5 a Q �Q M VIA M KsN N O � � As /As O O a O S1 � CR CCC 7Q /_Ks o ? < 0 6 0 o a M M a a Q 7�5 S � O � Y N O = O cc G yy Z N O 1\ �v�� Z( C R 75 vv x cat Q V-7 C) v FLA, Feq, #941 fax 112,2208915 �\5\w <S N N m Cn cN cicoco �i z C� William A. Flint, III �ancl5care Architect Stuart. rl� 112,220,0424 W m ; a a 7z:5 a Q �Q M VIA M KsN N O � � As /As O O a O S1 � CR CCC 7Q /_Ks o ? < 0 6 0 o a M M a a Q 7�5 S � O � Y N O = O cc G yy Z N O 1\ �v�� Z( C R 75 vv x cat Q V-7 C) v FLA, Feq, #941 fax 112,2208915 �\5\w <S N N m Cn cN cicoco �i v FLA, Feq, #941 fax 112,2208915 �\5\w <S N N m Cn cN cicoco �i F.\clients\EDC\Dwgs\LP john OD TI FENCE CORNER (1.2' OUT) WOOD UTILITY POLE AND ANCHOR GO132 Onz� D�Q�Z� V�CISQvi pClS1 73 \Jc OY��v �>NO , aGcc�z 1 zz '� pz ��zo --\ v`Q � � ER GSu�COc�c��cR s � N -a 1�3<:C—) Q �a� a cRzcO S1 a�cn D�==p a Q�n cacRGyo p a o Q Z Q a II zs p o z a zO O O�z c�a a po ccc S O -" D O O Q 6 a Q s z z z N NO rn a g -r- o a o a O Oz cc -713 —aC2-1 aO'75 7� N�� 7 Z Cn CR z z� O Q p �Cn �� �cR c10t � ���< A ypzo 75 Zv 0 / N�-Ks 1z-a z �za�z�Q R O z n /13 75 R` ca a -R �z��ao�zz N S > N O O n O z z a OO�OG��cc� � z N zv,\J� Qn �p0� a o0 rn r z�a>art7� 6 Q J�c- z Q <�• ca �o 7Z M z R O -75 1 �O _-�)0 � a 75 o cENSc� Y Z n N O � s rl C"lC O z � "` t" ♦` �z oz N N N N N N N\J� -�1 4: X X X X /Xy�� /X�� W W //Xy�� W N N N N Q � Q Q V 7 1 GS �Si ` # # # Ro Ro Ro S2o k34 \N G O G3 G Q C� Z PAM n � O Q 7 77 �o� o VNN Y 000 # vv O O < � V\l SON �C1Q O< 7s O � 6 VV O�7K �sZ V7 O z O � O7� CSC � V Q 73 � cRyy X Z Rc c� Q � O Q I ta PLUMBING NOTES: 1, ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENT5 OF TABLE 604.3 F.B.C. AND TO BE IN5TALLED IN ACCORDANCE WITH 5ECTION 405, F,B.C, 2, ALL PIPE SIZING AND LAYOUT TO BE DETERMINED BY A LICENSED PLUMBING CONTRACTOR PER LOCAL CODES. 3. WASTE PIPING TO BE 5CHEDULED 40. 4. MAKE ALL CONNECTION5 TO EXI5TING UTILITIES A5 MAY BE REQUIRED TO MAKE THE NECE55AKYCONNECTION 5, MODIFY THE EX15TING UTILITIE5 A5 MAY BE REQUIRED TO MAKE THE NECE55ARYCONNECTION5 6. WATER PIPING, FITTINGS, AND CONNECTION5 5HALL BE TYPE "K" COPPER TUBING BELOW GRADE AND TYPE "L" ABOVE GRADE 7. IN5ULATE ALL HOT WATER PIPING WITH ARMAFLEX 1I,1" MINIMUM THICKNE55. 5. POTABLE WATER 5Y5TEM5 5HALL BE SOLDERED WITH "NO LEAD" 5OLDER, 9. CLEAN AND FLU5H ALL PIPING AND FIXTURES 10. 5TERILIZE ALL POTABLE WATER PIPING SYSTEMS TO MEET AWWA C160-54, AND FLUSH 11. TE5T ALL 5Y5TEM5, TEST WATER PIPING TO 150 P51 WITH VALVE5 FULL OPEN. 12, TE5T DMV PIPING TO 10 FOOT WATER HEAD ZII PROODUCT APPROVAL 5U15M155ION FORM ALL GAUZING TO BE CON5IDEKED 3116" ANNEALED UNLE55 OTHEKW15E 5PECIFIED MARK JOPENING IMANUFACTURER APPROVAL PRE55URE5 ATTACHMENT ACTUAL FIELD TYPE MANUFACTURER N.O.A. PKF.55URE5 ATTACHMENT METHOD APPROVED DESIGN 51ZE MODEL # EXP, DATE PRE55URES WINDOW PGT 02-1203.02 358l-P.S.P. 3116" TAPCONS MIN 1/1f4'EMB. INTO SOLID CMU BEGIN 3114' FROM 249H 4000 5ERIE5 8/30/2006 56671 P64G CORNER MAX 17314 OC, MIN 4 ANCHORS. :RC 1 AUJV !SUM ANJ ENTRY SY5_EM ^ . A r � + ���IB J' t-/,=.14 t °d 6TAPCONS MIN 111/4' EM5. INTO SOLID CMU BEGIN 3114" FROM ASSEM5LY1 IN -NEMARti8000 110JI112UGG 1C.001 .G0.0 CORNER MAX 17314 OCMIN 12 ANCHORS. PRODUCT APPROVAL SCHEDULE PRODUCT MFG MODEL # ATTACHMENT METHOD PRE55URE5 EXP DATI. EASTERN META HURRICANE SUPPLYNOA.O P/ALLMOJ�IINGINSTALLATIONRAWLCALK-INORELCO PANELS 0517.01 15ERTHA24GA MALEIFEMALE PANEL MATE ORCIF TAP -GRIP. 66.01-76.0 Jun-09 IHAVE REVIEWED THE ABOVE, AND APPROVED IT (ARCHITECT ORENGINEER ^= dM'------------ --------------- 51GNATIJRE'--- - CERT --I.;A"ION #'- ___-- —__-- _-- DATE:----------__—_-- JUR15PICTION: CITY OF FORT 5AINT LUCIE. Florida CODE: F5C2001 PROJECT ADDRE55 IMPORTANCE FACTOR_: MEAN BUILDING HEIGHT FXIST PROJECT NAME OVERHANG ELc2j FT' ROOF PITCH: EKL5Z /12 ARCHITECT\ ENGINEER P.E EFF FSORDES' ROOF DEAD LOAD FXL5, (5HINGLE5)---------- TILE T" PE OF CONSTRUCTION, CB 3_XFRAME FRAMED FLOOR LIVE LOAD: __=__P5F: DEAD LOAD N/A P5F BUILDING DESIGN 5HUTTER5, YE9 x NO__--___-_ ENCL05ED X OPEN__ __ PARTIAL OPEN _-___ IMPACTPF515TANTA!35EMBLYYEE) X NO ----- WIND SPEED, (3 SECOND G ST5!_140 MPH COMPONENTS AND CLADDING WIND PRE55URE5 SFF PRODUCT APGRnVAI- ASCE CATEGOR": 2: _.— _.._ -- —1 ---I-- (51NGLE FAMILY HOUSE)__ OTHER X A/n V, VTR d _ FE r" 1* 6.0. i AND BLOCK UP OPENINGS 8'-8° N=, ram, r• SUPPORT DETAILI_ in b- ER FILE COPY 8'-8" f&I P 1, 1 3068 C 611 5.10" 5�•5�� I 3" VTR �'ff5T l,V, POOM \ — 068 ile too LAD / Pr R REST 3068 o� FE I I � REMOVE EA5TNG DOOR AND—/ REPLE W/ 24 5H MNDOW I;. REMOVE EX151ING DOOR5 AND CLOSE UP OPENING AND PLACE 3OW EXT. DOOR EXAMell, 2 r o /w^ Oi CQ d cn [� cq Ewt M G7, a. a D D. D U � o conO >, I EXI5T LAUNDRY 6-17 4• I PE5?�� EX" �� DRYER N 3068 i, I RI F D �. - - F_ 57-AEP POOH I w • z — y > O o \ 4 m4 4 1t H n . fV 8' 6" 9° D I I _ r � HI H - KNEE WALL - - FECEMON - - 5TORE FRONT 1 I ♦, j rdL co co CD CON TRUCTION PLANS& SPECIFICATIONS 0 FOR 2 4-1 JOHN JACOBS CONSTRUCTION Cn $ECTION 3, TOWNSHIP 36 SOUTH, RANGE 40 EAST 7 ':zo �_ FT. PIERCE, FLORIDA -. LOCATION MAP 01- E ENGINEERING DESIGN & CONSTRUCTION, INC. D 1934 TUCKER COURT FT. PIERCE, FL 34950 Cphone:772-462-2455 fax: 772-462-2454 BOARD OF PROFESSIONAL ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 9935 Project Location FLORIDA AVENUE Q Q 4 W a LE � o o ED MIDWAY ROAD ❑ Projeiclt Location FT. PIERCE U P ITER WEST PALM 0 KEY WEST�AO 9 QO Site Address: 356 MIDWAY RD ParcellD: 3403502-0053-000-3 Sec/Town/Range: 03 :36S A0E Account#: 38979 Map ID: 34/03N Land Use: PROF SERV Zoning: CO City/Cnty: ST. LUCIE COUNTY � E [-� [L� , 0 [::] li�l T �--] ED o Qo � aID n" " BARRACLOUGH STREET --� � v �co❑� Q 0 Q I a ❑ a a VICINITY MAP NTS DRIVEWAY LOCATION MAP NTS INDEX OF SHEETS 1 COVER 2 SITE PLAN 3 HORIZONTAL CONTROL PLAN 4 PAVING GRADING & DRAINAGE PLAN 5 DETAILS 6 UTILITY DETAILS 7 STORM WATER POLLUTION PREVENTION PLAN 8 STORM WATER POLLUTION PREVENTION DETAILS 9 SPECIFICATIONS P/z 4 C`�pY APPLICANT / OWNER JOHN JACOBS 4701 OLEANDER AVE. FORT PEIRCE, FLORIDA 34982 ENGINEER ENGINEERING DESIGN & CONSTRUCTION 1934 TUCKER COURT FT PIERCE, FL 34950 (DATE) R.J. KENNEDY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone:772-462-2455 h h O d� tP � d O- p J l 8' MASONRY WALL OR 8' OPAQUE WOOD FENCE BY OTHERS Y W try O ho �o 8 h p J h O J NOTE: ° CONSTRUCTION PLANNED TO BEGIN z WITHIN 90 DAYS AFTER FINAL APPROVAL. z PROJECT COMPLETION WITHIN 24 o MONTHS OF COMMENCEMENT. NOTE: U PROJECT WILL UTILIZE EXISTING w WATER AS PROVIDED BY FPUA. = SERVICE TAP WILL BE REQUIRED. NOTE: Z DETENTION TOB IS 9.55% OF THE z w CONSTRUCTION AREA. z LEGEND 5 EXISTING SPOT ELEVATION I/ -_ DIRECTION OF FLOW l�i�yy. EXISTING PALM TREE EXISTING OAK TREE EXISTING CYPRUS TREE y EXISTING FENCE PROPOSED DRAINAGE INLET PROPOSED MITERED END SECTION PROPOSED CONTROL STRUCTURE PROPOSED ASPHALT PROPOSED CONCRETE s� d 200� Nr- I WATER AND SEWER: PROJECT WILL MAKE SERVICE CONNECTIONS TO THE FORT PIERCE UTILITY AUTHORITY FOR WATER. SERVICE SHALL BE PROVIDED VIA A CONNECTION TO AN EXISTING 12" WATER MAIN IN THE MIDWAY ROAD ROW. THE PROJECT WILL PROVIDE SEWER VIA DRAINFIELD AND SEPTIC. THE EXISTING DRAINFIELD NEEDS TO BE EXPANDED AND RELOCATED. DRAINAGE: DRAINAGE SHALL BE PROVIDED VIA AN ON SITE DRY DETENTION TO A CO JTROLED OUTFALL IN THE ST. LUCIE COUNTY ROW. SOLID WASTE: THIS PROJECT WILL UTILIZE "ROLL OUT" TYPE FOR REFUSE. FIRE PROTECTION: THE FIRE PROTECTION SHALL BE PROVIDED BY SLCFD; WATER SUPPLY FO R FIRE SERVICE SUPPLIED BY THE FORT PIERCE UTILITY AUTHORITY. EMERGENCY ACCESS FOR FIRE DISTRICT VEHICLES WILL BE PROVIDED. HAZARDOUS WASTE STATEMENT: ANY AND ALL HAZARDOUS OR TOXIC MATERIALS GENERATED OR USED OR STORED ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FE ERAL REGULATIONS, HOWEVER NO HAZARDOUS WATE IS ANTICIPATED. A BLUE BLUE Pn XING BY NOTES: 1. TOP PORTION OF FTP 25 & 26 ql DISABLED SHALL HAVE A REFLECTIVE BLUE PERMIT BACKGROUND WITH WHITE REFLECTIVE ONLY SYMBOL AND BORDER. BLUE 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. $250 FINE 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE Fm 25 SPACE IS LIMITED. HANDICAP SPACE DETAIL SIGN BLUE BLUE 'BLUE BLUE SROPOSED 500 GAL EPTIC TANK & 750 GAL DOSING CHAMBER (BY OTHERS) � I PARKING INFORMATION PROPOSED OFFICE: DENTAL OFFICE (21442 SF 0 7 spaces per 1000 SF) => 18 Stalls TOTAL PARKING REQUIRED => 18 Stalls TOTAL PARKING PROVIDED => 18 Stalls Required Handicapped => 1 Stalls Provided Handicapped => 2 Stalls Existing Land Use Table Total Site Area => 1.80 Acre => 100 % PARCEL SIZE 78,428.59 S.F. 1.80 AC. 100.00% E-BUILDING AREA 411122 S.F. 0.09 AC. 5.00% E-PAVED AREA 41933 S.F. 0.11 AC. 6.11% E-CONCRETE AREA 21475 S.F. 0.06 AC. 3.33% TOTAL IMPERVIOUS 11,530 S.F. 0.26 AC. 14.44% PERVIOUS AREA 669898.59 S.F. 1.54 AC. 85.56% Post -Development Land Use Table Total Site Area => 1.80 Acre => 100 % PARCEL SIZE 78,428.59 S.F. 1.80 AC. 100.00% BUILDING AREA 41122 S.F. 0.09 AC. 5.00% PAVED AREA 90923 S.F. 0.23 AC. 12.78% CONCRETE AREA 3,105 S.F. 0.07 AC. 3.89% TOTAL IMPERVIOUS 17,150 S.F. 0.39 AC. 21.67% PERVIOUS AREA 61,278.59 S.F. 1.41 AC. 78.33% ( IN FEET ) 1 inch = 30 ft. 6.� EX FIRE HYDRANT 65' EAST AT FIRE STATION. EXISTING 12" WATER MAIN PROPOSED 6' SIDEWALK SWALE CENTERLINE Existing Zoning: CO Future Land Use: COM Current Usage: PROF SERV Building Set Backs: Front Setback => 25' Side Setback => 10' Rear Setback => 20' LEGAL DESCRIPTION THE EAST 2 ACRES OF LOT 28, LESS ROAD RIGHT OF WAY, WHITE CITY SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGE 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. DOUBLE STRIPING DETAILS Z V Z N Z M rn w Q ®_ O of wm F. M Lo 5 M wZ Z = OMN� V N Lb �o Q'LL(ON LL N -.I- oN NE LU 0 0 Uj U) `v U too �Q Z O �W �h 'o 65 D- Q Z W otS rn1-� LL x w �� m a F- U W[�C� 5� z z rcaz ao G /, lV LL Q m 0 Z ca O O F— V ZH = Z Op U Is i i i ■ i i ■ i i i IN (DATE) R.J. KENNEDY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone:772-462-2455 06-262 2OF9 ,I 2 p 10 ( IN FEET ) 1 inch = 10 it. IQ) QP� f I CL LEGEND 5 EXISTING SPOT ELEVATION I DIRECTION OF FLOW EXISTING PALM TREE P.O1 G EXISTING OAK TREE EXISTING CYPRUS TREE EXISTING FENCE O �\ J O v� L STA:10+0: OFF: 3E K STA:10+01.02 OFF-26.83' 11 PROPOSED DRAINAGE INLET PROPOSED MITERED END SECTION PROPOSED CONTROL STRUCTURE PROPOSED ASPHALT PROPOSED CONCRETE TIE TO EXISTING DRIVEWAY / cre-�n+ne tm R33' 0 STA:10+36.84 OFF:-31.00' 10.00' / . A C'LS�xj N O Q�m �O Z O O �o jW STA:11+32.00 Q' /� QC� C5) OFF:41.00' tom,\ oo N t - STA:11+16.64 `O O O-j OFF:-31.00' y D I 1 28.00' STA:11+49.90 IyI �� STAA0+0(34 ( On' STA1!+ 1, GI 05F 00 A Q OFF D.OD', � -O l a S S 68° 55 14.94 W +0 11.06' �� .-� -'F 50° 00' 7 �"W _ 1 - - - - _ - ', 182 1439''. iZIA S 80° 45' 55.51" E 00 31.16' 6 90` C� ' •>0' Iy y� j 4 E a N) � ND � � 1 / � O t�.. ' � R15' .-+- 1000' OFF:17.92' DO � 1209- - a STA:11 >roZSTA10+0094 OFF:220 J &'OFF24_ a D aM . D OFF 26 21(t�(z)W ST Z Q) � D.Q. d^^VV D ") `a .,� STOFF+30.84' 0 v (� D 5.W STA:11+20.86 D x� EXISTING STA:10+00.78 2,442 SF OFF:36.00' BUILDING Cp OC7�1 O RS' STA:10+06A4 OFF:31.00' '--�STA:10+09.84 R5' OFF:41.00' _STA:10+04.84 OFFA6.W STA:10+04.84 J OFF:74.30' QQ STA:10+09.84 -OFF:79.3U 6'ar 3,433 SF DRY 1 DETENTION AREA RT RS' 60'pFl Aw llwm Z STA:10+ 2.40 OFF: 4.30' n �l STA:10+47.40 OFF:79.W STA 10+93 91 RV _ N OFF:74.30' STA 10+98.91 11.01, �6 OFF 80.30' 10.00, 10.00, STA:11+15.62 OFF:41.00' 1+15.59 F:58.00' S7A:11+20.49 R4' OFF :54.06' STA:11+11.59 C O fly OFF:62.00' U f "� O O� 0 18.65' Q t STA:11+11.59 J . . OFF:74.31Y + N Z O A:11+06.78 CQ ZZ LOp 7:80.29' STA:11+29.92 "� \ IO OFF:90.33' `� ` 00,09 ,00'Ll Tv OFF.31.00 0. RS' �S7A:11+20.62 �jNCO �D a' C N W N e- STA:ii+65.53 OFF: 27.79' STA:11+50.53 OFFA3.00' ii 82 STA:11 +49.75 OFF:13.00' O O W S O z Op Z V 0 Z Nrn Z M rn W Q O Q n wm � Ln ZZ w z Z U U "' N'� Ln QO J N ci z O N 22 W w LLJLL 1n o 0 W i/i ZO Y U 3 N CO .� Z^ Hw V / ♦ 'Rt r W LL CLfy m w U W wZ soy W O d LL N Q o e R.J. KENNEDY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone;772-462-2455 06-262 3OF9 (DATE) :i PROPOSED 500 GAL SEPTIC TANK & 750 GAL DOSING CHAMBER (BY OTHERS) wl LEGEND key EXISTING SPOT ELEVATION DIRECTION OF FLOW EXISTING PALM TREE E114 EXISTING OAK TREE V EXISTING CYPRUS TREE �XISTING FENCE p 10 (IN FEET) 1 inch = 10 ft W U O U PROPOSED DRAINAGE INLET PROPOSED MITERED END SECTION PROPOSED CONTROL STRUCTURE PROPOSED ASPHALT . •. PROPOSED CONCRETE EXISTING 12' X 30' LOADING AREA IIJa 17d O h N l S 68' 55' 14.94" W , I� . 11.06' ap . 1OV � a S 80° 45' 55.51" E 00 e, - 31A6' �Qr-Qr- o OZco�s O '0oz W J Z�I*Om Q-i 0 •P v v 50.00 O 49.50 49.08 EXISTING 2,442 SF BUILDING o� O O' -4j 6.71' 0 rn z0 'gf �o J a _Q) Z V 0 Z M m ® O O En Ld wm ��Lo � ul C WZ V Z 0MNL V �:! <� Z WW JN� LL CpN < oN N0 W YLLJNCD LLI — Z rJUt�'t "¢ _ O H Ly L- O O Z W OMi L X OU— m F- LL a U W 0 v m c W Z a z rc 3Q p e a0. = $ a o CI Q G N C e a g to 0 06 OC Lu O (n O Z O I— a Z Z cl) < J O z O V U W a n J N l..-_ cl. t 3-Qa (DATE) R.J. KENNEDY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone: 772-462-2455 06-262 4OF9 n Is" RCP Inv. =46.00 Outfoll 12"x 12" Weep Hold 12" 1 1/4" Galvanized Hardware Cloth No. 4 Coarse _ Aggregate 2'x2'x2' Wrap w// Filter Fabric Steel Reticukne Grote (U SF. #6610 or Aprv"d Equal) Grote Elev= 48.50 12 " Sump N NOTES: 1. CONSTRUCT TYPE "C" INLET PER FDOT INDEX#232. 2. CONSTRUCT FRENCH DRAIN PER FDOT INDEX #285 & 210. 3. DRAINFIELD ROCK SHALL BE NO.4 COARSE AGGREGATE. 37" rs 4 �^� > Pe .✓y��C.,r.,��.yF/ ��ya ti 1 ,tf bt PLAN VIEW 3 ' t 10' Constr. 3"O Bleeder Inv: 45.00 y N.T.S. Detention Area Bottom { 47.00 I ' PAINT STRIPE Underlay Drainfield w/ (TYPICAL) ti 16 mil. Visqueen Minimum _.. 4„ all � I 4" � 8' 1 4 —Construct 24" x 24" x 78" Deep 1/ "-2" °ravel Bottom DOUBLE STRIPING DETAILS NOTES: I. REFER TO F. D.O. T. FORADDITIONAL INDEXES 200,201 AND 232 FOR INFORMATION. 2. TUCK FIL TER FABRIC EDGE UNDER SOD TO PREVENT LOOSE ENDS. 3. SOD ALL DISTURBED AREAS AND SWALE SIDE BANKS. MODIFIED TYPE "C" CONTROL STRUCTURE R I10, 62 S' 5' f SIDEWALK I 49.08 I48.4 49.80 49.18 4e I 4 I I SECTION A -A a 28.78' 49.59 I HP- 49.64 48.83 I 1.08' TOP OF PIPE: 47.75 I 30" x 19" ELI I (24" EQUIVA INV: 45.90 SECTION B-B AT 12'-0" 8" CONCRETE BLOCK OR WOOD FENCE 6" CONCRETE PAD N I I MONOLITHIC FOOTING l/ CEDAR GATES WITH LATCHES ELEVATION VIEW DUMPSTER DETAIL DRY 47.00 TIE IN: 47.94 EXISTING MIDWAY ROAD H! Const. Curb Cut Ramp .mI Tnrlilo CI Vf9PP Type "D" Curb NOTE: 1. Sidewalk is parallel to curb. HANDICAP CURB CUT RAMP 1 1/2" Type S-1 Top Course 8" Limerock or Coquina Base 12" Stab. Subgrade LBR 40 TYPICAL PAVEMENT SECTION FTP 25 NOTES: 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3, FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. R1 1 W/R STOP SIGN DETAIL VARIES Provide 118" to 114" contraction /joints at 10 centers (max). Compact Subgrade to 98% of the Maximum Density as Determined by AASHTO T-99 NOTES: 1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction. 4" THICK SIDEWALK DETAIL HANDICAP SIGN BLUE BUMPER CURB 12'-0" I 5'-0'cq BLUE BLUE o BLUE BLUE BLUE HANDICAP SPACE DETAIL V rZ V Z /^ Vi N W Q O WM `O_ I Clio Lo I KM o wz i V Z ^^ J OMN U to Qo Z ~ ln� J LL CV c0 It 04 O N a WYIU) NoW(n 0W Z jXllN U a� O+ �o 'Z V U W 06 °' n w QQ m F- ULL W U Lu 0 z �m W�� o'g wy b O 9-1 5-O� BLUE " BLUE R.J. KENNEDY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone:772-462-2455 06-262 5OF9 e r. r W f zz W w e 0 O J LL MAGNE77C WIRE AFFIXED BY IDEN7FICATION TAPE (1%P) POLYETHYLENE TUBING SERVICE EXISTING WATER MAIN CORPORATION ESTOP WIRE STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE FINISHED GRADE EXISTING SEE NOTE #4 WATER MAIN ' e` CORPORATION7STOP STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH I.P. THREAD R/W �- VARIES R/W 1' POLYETHYLENE TUBING SERVICE WIRE LIMIT OF UTILITIES AUTHORITY INSTALLATION TEE FORI TESTING ROME TYPE 2- LOCKING 6. METER BOX METER FLANGE CONTRACTOR CURB STO 90' ELBOW METER TO BE 11 INSTALLED BY F.P.U.A. LOCKABLE METER VALVE 7CURS STOP) WITH ONE SHOT LOCK (STERLING SECURITY SYSTEMS JR-05) NOTES: 1. BLUE 10 GUARGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE. 2. WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE INSTALLLED WITHIN SCHEDULE 40 PVC CASING PIPE. J. 14 & 3/4" METER SIZES SHALL REQUIRE A LOCKABLE METER VALVE. (CURB STOP) 4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 300, IN PAVED AREAS OR PLANNED ROADWAYS OR SHALES MIN. COVER SHALL BE 36". TYPICAL SINGLE WATER SERVICE CONNECTION (N.T.S.) FINISH GRADE CONTINUOUS /%10 THHN MULTI STRAND TRACE WIRE HALF HITCH BEHIND EACH BELL E/P DRYCON DIRECT BURY L UG BY KING INNO1ATIONS NOTES: I , TYLER/UNION 112T-147570 J10 THHN MULTI STRAND CONDUCTOR COPPER TRACE WIRE BY-PASS HALF HITCH ON EACH SIDE PLAN SIZE SERVICE LENGTH 3 COMPOUND 83 INCHES 4 COMPOUND 95 INCHES 6 COMPOUND 106 INCH BALL VALVE BACKFLOW PREVENTER PROFILE 2" COPPER SERVICE PIPE NOTES: 1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST LUCIE COUNTY ORDI NCE. NO PLANTS OR TREES WITHIN 18" AROUND METER OR L34 KFLOW. NO SOLDER JOINTS 2. ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' END. FINISH GRADE METER BOX BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERVICE TAPS HALF HITCH AT ALL SERVICE TAPS & EACH END OF ALL FITTINGS 1. TRACE WIRE IS REOUIRED ON ALL PIPE AS NOTED BY U77LI77ES ENGINEER, AND SHOWN IN STANDARD DETAILS. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. J. CONTRACTOR IS RESPONSIBLE FOR CON77NUITY OF ALL TRACE WIRE TRACE WIRE (N.T.S.) (N.TS.) 6' NIPPLE 90' ELBOW BY-PASS FINISHED GRADE WATER MAIN DOUBLE STRAP SERVICE SADDLE CORPORATION STOP FINISHED GRADE i' POLYETHYLENE SERVICE LINE 2 x 4" TEMPORARY MARKER (PAINTED BLUE) FORD CURB STOP 1" POLYETHYLENE SERVICE LINE CORPORATION STOP FORD F7102 OR APPROVED EQUAL STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE WITH I.P.T. WATER MAIN BACTERIOLOGICAL SAMPLING POINT DETAIL NOTE. (N.T.S.) AF7FR TES77AIG REMOVE 1" P.E. LINE AND CAP WITH BRASS PLUG AT CORPORA7701V STOP. FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES 1. ALL CONSTRUCTION MATERAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2. WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR C-905, PRESSURE CLASS 150, OR (18). WATER MAIN WHERE SPECIFIED AS POLYETHYLENE (PE) SHALL CONFORM 70 AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO (DR) 9. 3. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANSI A-21.51 OR AWWA C-151, AND SHALL BE PRESSURE CLASS 250 (MINIMUM). 4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR. THE USE OF IDENTIFICATION TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE AND THHN WIRE. 5. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-if0 AND ANSI A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED. 6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN, CLOW, OR APPROVED EQUAL. VALVES SHALL CONFORM TO AWWA C-509. Z WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE Clty, COUNTY, FDOT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. B. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE FPUA ENGINEER AND CITY/COUNTY/FOOT ENGINEER. 9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY/COUNTY/FOOT ENGINEERING 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 10. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY/ COUNTY/FDOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER. 12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/ COUNTY/FDOT ENGINEER. PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON OR IN PVC CASING. 13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY REQUIREMENTS. 14. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY THE CONTRACTOR. 15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION. FINISHED MAXIMUM TRENCH WIDTH GRADE 2 x PIPE DEPTH + W 2 r W PLACE AND COMPACT 2 PER SPECIFICATION 'F' O 0_ Q UO �� W iWi;U i PIPE O.D. + 24 IN. j W v MAX. WIDTH 2 w " M L WO MAX. MAX. INVERT 112 PIPE "O.D. J v HAND PLACED LOWER QUADRANT 70 BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL NOTES: 1. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12" ABOVE THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. TYPICAL TRENCH DETAIL N.I.S. FORT PIERCE UTILITIES AUTHORITY WATER DISTRIBUTION NOTES CONTINUED 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE. I Z THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED BY THE UTILITIES ENGINEER. 1B. THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE U7ILITIES AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE TAPPING VALVE AND SLEEVE. 19. WATER MAIN SHALL BE MARKED BY THE USE OF CON7N000S 10 GAUGE THHN MUL77 STRANDED WIRE (BLUE IN COLOR) AND IDENTIFCATION TAPE WITH "WATER' MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITES AUTHORITY SPECIFICATIONS. 20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN, TESTING. FOLLOWING TESTING AND STERILIZATION OF WATER LINE. CONTRACTOR SHALL PLACE A BRAS I IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS. 21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND FPUA REQUIREMENTS. 22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO COP � AWWA C-600. - 2 HR MINIMUM TEST L- SD 7/2 133,200 L= LEAKAGE IN GPH S= LENGTH OF PIPE IN FEET D= PIPE DIAMETER IN INCHES P= TESTING PRESSURE /N PSI 23. PRIOR TO ANY TESTING, ALL MAINS 6" IN DIA. AND LARGER SHALL HAVE A LINE SIZE SWAB PASSED THRU THE ENTIRE LENGTH OF THE LINE. NOTE SWAB SHOULD BE PLACED IN 1st. JOINT OF NEW LINE. END OF MAIN SHOULD BE 'TURNED UP" AT 45% AND EXTENDED SO THAT SWABBING AND A FULL BORE FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED. 24. A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPERATION SHALL BE MAIINTAINED BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VERTICAL SEPARATION IF WATER MAIN IS OVER WASTEWATER AND 12 INCHES IF WATER MAIN IS UNDER SHALL BE MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES. THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING, AND SHALL BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING. 26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS. Z V ♦� V/ M m a) W 0 _ O cn of wm 5�� m Ln C� Z WZ Z U O V m N I Ln JO a Ww J U_ N Cp � N oN 2NFE w W Y CV (000 a Z_ Z cal �af 0 0 �ti �Q Z W rn F- LL C X O m CL w U W 0 0 m a w Z r m 2 ' C � W aO 2 w 6 o � 0 a 0 0 J LL �z 0 J m V � W = Z J 00 V (DATE) R.J. KENNEDY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone:772-462-2455 06-262 6OF9 z D 20 ( IN FEET ) 1 inch = 20 ft. f INSTALL SILT FENCE PER FDOT INDEX 102 a N LQ LQ 1 N a LEGEND k$y EXISTING SPOT ELEVATION EXISTING PALM TREE T.av' EXISTING OAK TREE EXISTING CYPRUS TREE EXISTING FENCE SILT FENCE HAY BALES INSTALL SILT FENCE / PER FDOT INDEX 102 I 1 1 + k1 I I N VV 'I INST PER I L 2 4 Nlb .r. INSTALL HAY BALES IN SWALE PER FDOT INDEX 102 CONSTRUCTION ENTRANCE AND SOIL TRACKING PREVENTION DEVICE PER FDOT INDEX 106 _❑ ❑ ❑ ❑ -0 ❑ ❑ o-� ❑ ❑ ❑ 1 Z a o 2 N N O N I f 19 INSTALL SILT FENCE PER FDOT INDEX 102 LL SILT FENCE JOT INDEX 102 R a Q M N s W Qz 3 ZI z a 3 N e z INSTALL HAY BALES IN SWALE PER FDOT INDEX 102 k0. �I n1 Z V Z � Z OM] m W 0 0 U) of wm �� L wz Z OMN �") 0 Lo 't ¢o < WwLL(flN J N 't oZN vjO o0 W YWN� Z O �w � � L 6a ,R V U D_ a Q Of W 0 w m F- LL a. w U Lu a o m C W = e a QOQ J 3 J H V W O m IT N Q O N� N m O (DATE) R.J. KENNEDY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone:772-462-2455 L' S —_ O FA 7OF9 P z 0 z 0 w_ FILTER FABRIC TO EXTEND 8" MIN. FROM GRATE SIDES TYPE III SILT FENCE PREDOMINATE FLOW - POST (OPTIONS: 2" x 4" OR 22 MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.) — M ETAL FILTER FABRIC TO CONTINUE UNDER ENTIRE GRATE. GRATE PICTORIAL VIEW FILTER FABRIC TO EXTEND 8" 3RATE SIDES 1. THIS INLET IS DESIGNED ITH FILTER FABRIC PROTRUDING 8" FROM SIDES FOR GRIPPING WHEN SEDIMEN NEEDS TO CLEARED AFTER FINAL CONSTRUCTION. 2. FILTER FABRIC TO BE INS ALLIED AND TRIMMED BEFORE GRATE IS INSET. W O O I— ' MAX. O M Z Lo N 00 FILTER (FABRIC DETAIL r ELEVATION OPTIONAL POST POSITIONS FILTER FABRIC (IN CONFORMANCE WITH �— SEC. 985 FDOT SPEC.) 0 PRINCIPLE POST POSITION (CANTED 20- TOWARD FLOW) ___- FILTER FABRIC SILT FLOW SECTION NOTE: SILT FENCE TO BE PAID FOR UNDER THE (CONTRACT UNIT PRICE FOR STACKED SILT FENCE (LF). TYPE A OR B FENCE LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. NOTE: BALES TO BE STA ED AT THE DIRECTION OF THi ENGINEER. BALED HAY( OR STRAW BARRIERS AND SILT FENCE FDOT INDEX 102 SILT FENCE NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART ----, SHEET 1 of 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 of 3. TYPE III SILT FENCE o J LL ANCHOR BALES Q 50' ON CENTERS (TYP. ) AS REQUIRED 3 WITH 2 - 2" X 2" X 4' U) STAKES PER BALE. PLAN OVERLAP ENDS FILL SLOPE ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE i Flow ANCHOR BALES WITH 2 - 2" X BALES TO BUTT —( I A I o I 2"'' X 4' STAKES PER BALE. PLAN LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY U MIN. COMPACTED ALONG THE UPSTREAM EDGE OF BALES. FILL SLOPE oDm,, ELEVATION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE HEAVY DUTY REINFORCING DOUBLE STITCHED HEM DRAW CORD IGID OAK STAKES �Ay POLYPROPYLENE FILTER FABRIC RECOMMENDED TOE -IN NOTES: 1. SILT FENCE SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE. 2. THE CONTRACTOR SHALL INSPECT AND REPAIR THE SILT FENCE AFTER EACH RAIN EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 3. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFFSITE AND CAN BE PERMANENTLY STABILIZED. 4. THE SILT FENCE SHALL BE PLACED ON SLOPE CONTOUR TO MAXIMIZE ITS PONDING EFFICIENCY. SILT FENCE DETAIL Z U Z V/ M W no O Wm H �rn� ��� c57) z U = O"'N� U , LLc)Fz wZ QO J LL N It Z O N Fx W Lu - CN W O W c/) YwNCID o� It z _O Z j��N Wci) I` V r'_oo a z LLI 06 �I—L X �° O1 m � LL CL F- w O Luau z O_N � J J OW ao w0 az Lu oa H R.J. KENNEDY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone: 772-462-2455 06-262 SUPPLEMENTARY CONDITIONS PERMITS AND LICENSES: CONSTRUCTION PERMITS FOR CERTAIN ELEMENTS OF THE PROJECT WORK HAVE BEEN OBTAINED OR APPLIED FOR BY THE OWNER, AND THE DESIGN AND CONSTRUCTION REQUIREMENTS OF THE PROJECT REFLECT CONSTRAINTS AND CONDITIONS IMPOSED BY THESE PERMITS. THE CONTRACTOR SHALL PERFORM HIS WORK AND SHALL CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PERMITS AND APPROVALS, COPIES OF WHICH ARE AVAILABLE FOR HIS REVIEW AND USE FROM THE ENGINEER, UPON REQUEST. THE CONTRACTOR SHALL SECURE ALL WORK PERMITS, APPROVALS OR LICENSES REQUIRED TO PERFORM THE WORK, AND HE SHALL PERFORM THE WORK IN STRICT ACCORDANCE WITH THOSE PERMITS, APPROVALS OR LICENSES. CONTRACT ISSUES z c GENERAL CONDITIONS: UNLESS OTHERWISE STATED IN THESE SUPPLEMENTARY CONDITIONS, THE oPROVISIONS OF THE "STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT,' REFERENCED ABOVE, SHALL BE USED TO GOVERN ALL ISSUES ADDRESSED IN THOSE GENERAL m CONDITIONS FOR THIS PROJECT. a o OWNER -ENGINEER RELATIONSHIP: ANY AGREEMENT BETWEEN OWNER AND ENGINEER SHALL NOT BE CONSTRUED TO PROVIDE ANY OBLIGATION FROM THE ENGINEER TO ANY THIRD PARTIES INCLUDING, BUT NOT LIMITED TO, ANY CONTRACTORS (GENERAL OR SUB), NOR TO ANY SUCCESSORS IN TITLE TO THE OWNER. THE RIGHTS UNDER ANY AGREEMENT BETWEEN OWNER AND ENGINEER INURE ONLY TO THOSE TWO PARTIES. w U ? PARTIAL PAYMENTS: PARTIAL PAYMENTS SHALL BE CALCULATED FROM QUANTITIES OF WORK IN o PLACE. THESE PAYMENTS SHALL BE BASED ON THE AGREEMENT UNIT PRICES AND WILL BE MADE > ON OR ABOUT THE 15TH OF EACH MONTH FOR THE PREVIOUS MONTH'S PROGRESS. THE o CONTRACTOR SHALL, AFTER THE FIRST OF EACH MONTH, SUBMIT INVOICES FOR MATERIALS USED a AND WORK PERFORMED FOR THE PREVIOUS MONTH. THE ENGINEER WILL REVIEW ALL INVOICES o ALONG WITH RECORD DRAWINGS AND FIELD NOTES TO DATE BEFORE PRESENTING THEM TO THE z OWNER FOR PAYMENT. TEN PERCENT (10%) OF THE AMOUNT DUE AND PAYABLE TO THE z CONTRACTOR WILL BE RETAINED FROM EACH PARTIAL PAYMENT. FINAL PAYMENTS WILL BE n 1 ACCOMPLISHED AS PRESCRIBED IN THE AGREEMENT THE DRAWINGS ERRORS OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS: PRIOR TO INITIATION OF THE WORK, THE CONTRACTOR SHALL CHECK DIMENSIONS, GRADES, ELEVATIONS AND THE SUMMARY OF ESTIMATED QUANTITIES SHOWN ON THE DRAWINGS TO ASSURE HIMSELF THAT THEY ARE CORRECT AND THAT THE WORK CAN BE ACCOMPLISHED AS INTENDED. THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY APPARENT ERROR OR OMISSION WHICH HE MIGHT DISCOVER, BUT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF SUCH DISCOVERY, WHO WILL THEN MAKE SUCH CORRECTIONS AND INTERPRETATIONS AS HE DEEMS NECESSARY FOR REFLECTING THE ACTUAL SPIRIT AND INTENT OF THE DRAWINGS AND SPECIFICATIONS. SOIL AND SUBSOIL CONDITIONS: IT IS THE SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR TO: 1. PLACE HIS OWN INTERPRETATION ON ANY AND ALL SOIL AND SUBSOIL DATA PORTRAYED ON THE DRAWINGS OR THIS PROJECT MANUAL. 2. PERFORM HIS OWN SOIL AND SUBSOIL INVESTIGATION TO DETERMINE THE NATURE, CHARACTER, LOCATION AND EXTENT OF ALL SOIL AND SUBSOIL CONDITIONS THAT MAY AFFECT HIS WORK; AND 3. INCLUDE IN HIS CONTRACT PRICE CONSIDERATION FOR ALL WORK NECESSARY TO ASSURE THAT THE SOIL AND SUBSOIL CONDITIONS WILL MEET THE REQUIREMENTS OF THE SPECIFICATIONS AND THE APPLICABLE REGULATIONS OF THE CITY PORT ST. LUCIE AND ST. LUCIE COUNTY. PRE -CONSTRUCTION CONFERENCE: IMMEDIATELY AFTER THE AGREEMENT HAS BEEN AWARDED, THE ENGINEER SHALL CALL A PRE -CONSTRUCTION CONFERENCE TO BE HELD WITHIN FIFTEEN (15) CALENDAR DAYS AFTER THE AWARD AND PRIOR TO INITIATION OF THE WORK AT A PLACE DESIGNATED TO HIM, TO REVIEW THE CONSTRUCTION ASPECTS OF THE PROJECT. THE MEETING WILL BE BETWEEN THE ENGINEER, OWNER AND THE CONTRACTOR. THE CONTRACTOR SHALL PRESENT HIS TENTATIVE DETAILED WORKING SCHEDULE FOR THE PROJECT SO THAT IT MAY BE REVIEWED BY THE ENGINEER AND OWNER. ADDITIONALLY, IT WILL AFFORD THE CONTRACTOR AN OPPORTUNITY TO HAVE ANY QUESTIONS HE MAY HAVE ON THE WORK CLARIFIED BY THE ENGINEER. NO WORK UNDER THE AGREEMENT SHALL COMMENCE UNTIL AFTER THE NOTICE TO PROCEED HAS BEEN ISSUED. COMMENCEMENT AND COMPLETION OF THE WORK: THE CONTRACTOR SHALL COMMENCE WORK UNDER THE AGREEMENT WITHIN TEN (10) CALENDAR DAYS AFTER THE DAY OF RECEIPT BY HIM OF THE NOTICE TO PROCEED AND SHALL COMPLETE THE WORK READY FOR USE NOT LATER THAN THE TIME INDICATED IN THE AGREEMENT. THE TIME STATED FOR COMPLETION SHALL INCLUDE FINAL CLEANUP OF THE PREMISED. ESTIMATED QUANTITIES: THE QUANTITIES ESTIMATED FOR VARIOUS ITEMS OF WORK ARE ONLY ESTIMATES, AND MAY NOT REFLECT ALL THE ITEMS OF WORK OR THE FINAL QUANTITIES NEEDED TO COMPLETE THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DO ALL WORK AND TO FURNISH AND INSTALL ALL IMPROVEMENTS SHOWN ON THE DRAWINGS, WHETHER OR NOT THEY ARE SHOWN IN THE ESTIMATED QUANTITIES, OR WHETHER THE FINAL QUANTITIES ARE MORE OR LESS THAN THOSE ESTIMATED. HORIZONTAL AND VERTICAL CONTROL: THE CONTRACTOR SHALL CONSTRUCT THE REQUIRED IMPROVEMENTS IN THE LOCATIONS SHOWN ON THE DRAWINGS, AND SHALL USE AS HORIZONTAL CONTROL POINTS THE EXISTING PROPERTY CORNERS AS SHOWN ON THE PLANS. THE HORIZONTAL CONTROL POINTS WERE PROVIDED BY ABACUS LAND SURVEYORS, INC. (772-336-9931). AS VERTICAL CONTROL, BENCHMARKS SHALL BE PROVIDED AT THE SITE, FOR USE IN ESTABLISHING THE NECESSARY ELEVATIONS AND GRADES AT THE LOCATIONS SHOWN ON THE PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL CONTROL POINTS AND TO REESTABLISH SAID POINTS AS NECESSARY. REMAINING HORIZONTAL AND VERTICAL CONTROL WORK SHALL BE PERFORMED BY THE CONTRACTOR. THE VERTICAL CONTROL POINTS FOR THIS PROJECT WERE PROVIDED BY ABACUS LAND SURVEYORS, INC. (772-336-9931). COORDINATION OF WORK WITH OTHERS: THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW CONSTRUCTION, OR FOR THE NEED OF REMOVAL, RELOCATION OR ALTERATION OF EXISTING FACILITIES. THIS INCLUDES, BUT IS NOT LIMITED TO, THE OWNER, SOUTHERN BELL TELEPHONE & TELEGRAPH, TCI UNITED ARTISTS CABLE VISION COMPANY, ST. LUCIE COUNTY UTILITIES, CENTRAL FLORIDA CELLULAR PHONE COMPANY, ST. LUCIE COUNTY ENGINEERING DEPARTMENT AND THEIR CONTRACTORS, SUBCONTRACTORS OR AGENTS. STANDARDS FOR QUALITY AND WORKMANSHIP: ALL MATERIALS, EQUIPMENT AND SUPPLIES FURNISHED BY THE CONTRACTOR FOR PERMANENT INCORPORATION IN THE WORK SHALL BE NEW AND OF THE QUALITY STANDARDS SPECIFIED. WORKMANSHIP SHALL BE FIRST-CLASS AND THE FINISHED PRODUCT EQUAL TO THE BEST ACCEPTED STANDARDS OF THE TRADE FOR THE CATEGORY OF WORK PERFORMED. TEMPORARY UTILITIES: ALL A RANGEMENTS AND COSTS FOR TEMPORARY POWER, WATER AND WASTEWATER FACILITIES DU ING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OBSERVING THE WORK: THE FIROGRESS AND QUALITY OF THE WORK WILL BE OBSERVED BY THE OWNER'S ENGINEER OR ENGINEER'S APPOINTED EMPLOYEE. NO OBSERVER IS AUTHORIZED TO CHANGE ANY PROVISIONS OF THE SPECIFICATIONS WITHOUT WRITTEN AUTHORIZATION OF THE OWNER'S ENGINEER, NOR SHP LL THE PRESENCE AND/ OR THE ABSENCE OF AN OBSERVER RELIEVE THE CONTRACTOR FROM ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL GIVIf THE ENGINEER A MINIMUM OF 24 HOURS NOTICE PRIOR TO REQUIRED INSPECTIONS, AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. IN ADDITION TO THE REQUIRE ENTS PREVIOUSLY REFERENCED, THE FOLLOWING MINIMUM CONSTRUCTION CONTROL CHIIECKPOINTS SHALL BE ADHERED TO, AND THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR O SERVATION: 1. PRIOR TO ANY DEVIATION FROM THE DRAWINGS; 2. PRIOR TO ANY BACK FILLING TRENCHES CONTAINING HYDRAULIC CONDUITS, SO THE JOINTING MAY BE INSPECTED; 3. PRIOR TO TESTING OF ALL HYDRAULIC CONDUITS- 4- PRIOR TO PLACEMENT OF ROADWAY BASE MATERIAL, CONCRETE OR ASPHALTIC CONCRETE. 5. UPON COMPLETION OF CON 3TRUCTION FOR FINAL INSPECTION WITH THE CONTRACTOR OR HIS REPRESENTATIVE. TESTING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE INDEPENDENT TESTING LABO ATORY DESIGNATED BY THE OWNER, THE TESTING AND RETESTING NECESSARY TO ASSURE THE ORK HAS BEEN PERFORMED TO STRICT COMPLIANCE WITH THE SPECIFICATIONS. COST FOR SPEC E INITIAL TESTING SHALL B BORNE B E BO Y THE OWNER. ANY RETESTS REQUIRED DUE TO FAILURE To MEET THE MINIMUM REQUIREMENTS SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTC R. THE NAME OF THE OWNER'S TESTING LABORATORY SHALL BE SUPPLIED AT THE PRE CONST RUCTION MEETING. EXISTING UTILITIES AND STRU TURES: EXISTING UTILITIES, STRUCTURES AND FACILITIES SHOWN ON THE DRAWINGS WERE LOCATED AS ACCURATELY AS POSSIBLE FROM THE RECORDS EXAMINED. NO GUARANTEE IS MADE THAI ALL EXISTING FACILITIES ARE SHOWN OR THAT THOSE SHOWN ARE ENTIRELY ACCURATE. THE CO TRACTOR SHALL ASSURE HIMSELF OF THE ACTUAL LOCATION OF THE UTILITIES, STRUCTURES OF FACILITIES PRIOR TO PERFORMANCE OF ANY WORK IN THE VICINITY. THE UTILITY COMPA141ES OR UTILITY AGENCIES WILL COOPERATE WITH THE CONTRACTOR IN LOCATING UNDERGROUND UTILITIES THAT MAY BE SUBJECT TO DAMAGE OR INTERRUPTION OF SERVICES DURING THE CONTRACTORS OPERATIONS. PRIOR TO START OF THE WORK, THE CONTRACTOR SHALL REQUES r THAT EACH UTILITY AGENCY ADVISE HIM OF THE LOCATION OF THEIR FACILITIES IN THE VICINITY. THE OWNER WILL ASSUME NO LIABILITY FOR DAMAGES SUSTAINED OR COSTS INCURRED BECAUSE OF THE CONTRACTOR'S OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, OR TO THE TEMPORARY BRACING AND SHORING OF SAME. IN THE EVENT THAT IT IS NECESSARY TO SHORE, BRACE, OR SWING A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED qHOULD BE CONTACTED AND THEIR PERMISSION SECURED AS TO THE METHOD USED FOR ANY SUCH WORK. RESTORATION OF DAMAGED STRUCTURES OR UTILITIES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR, REBUILD OR RESTORE TO ITS FORMER CONDITION, ANY AND ALL PORTIONS OF EXISTING UTILTTIES, STRUCTURES, EQUIPMENT, APPURTENANCES OR FACILITIES, OTHER THAN THOSE TO BE PAID FOR UNDER THIS CONTRACT, WHICH MAY BE DISTURBED OR DAMAGED DUE TO THIS CONSTRUCTION OPERATION, AT NO COST TO THE OWNER. FINAL CLEANUP: UPON COMPLETION OF THE WORK BUT BEFORE FINAL PAYMENT WILL BE MADE, THE CONTRACTOR SHALL CLE R AND REMOVE FROM THE PROJECT AREA, ALL FALSE WORK, EQUIPMENT, SURPLUS AND DISCARD MATERIALS, RUBBISH AND TEMPORARY STRUCTURES WHICH RESULT FROM THE WORK UNE ER THIS AGREEMENT, AND SHALL RESTORE IN AN ACCEPTABLE MANNER ALL PROPERTY WHIC H HAS BEEN DAMAGED DURING THE PROSECUTION OF THE WORK. RECORD DRAWINGS: AFTER OMPLETION OF THE CONTRACT WORK, BUT PRIOR TO SUBMITTAL OF THE REQUEST FOR FINAL PAY AENT, THE CONTRACTOR SHALL PROVIDE ALL INFORMATION AND LABOR NEEDED FOR PREPAR TION OF FINAL RECORD DRAWINGS FOR SUBMITTAL TO THE OWNER OF THE COMPLETED IMPROVEMENTS. THE INFORMATION SHALL INCLUDE FINAL LOCATION, BY REFERENCE TO COMPLETED I APROVEMENTS, OR OTHER ACCEPTABLE MEANS, OF ALL UNDERGROUND OR SUBMERG ED IMPROVEMENTS, THE ELEVATIONS OF PERTINENT POINTS IN THE DRAINAGE, WATER AND WAST WATER SYSTEMS, ACTUAL CONSTRUCTED PIPE LENGTHS, SLOPES AND INVERTS, CUTOFF WALL MIMENSIONS AND ELEVATIONS, ALL REVISIONS TO THE ORIGINAL PLANS, AND ALL INFORMATION NECESSARY TO LOCATE AND OPERATE THE IMPROVEMENTS CONSTRUCTED UNDER THIS AGREEMENT. PAYMENT FOR OBTAINING AND PROVIDING THE RECORD DRAWING INFORMATION SHAL BE INCLUDED IN THE CONTRACT UNIT PRICES FOR THE VARIOUS ITEMS OF WORK TO WHICH ITS INCIDENTAL. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION, SO THAT THE ENGINEER'S REPRESENTATIVE IS PRESEN AND CAN CONFIRM THE RECORD INFORMATION AS FOLLOWS. THE FINAL LOCATION, BY REFERENCE TO AT LEAST TWO COMPLETED VISIBLE IMPROVEMENTS OR OTHER PERMANENT POINTS, OF ALL PAVING, DRAINAGE, WATER DISTRIBUTION SYSTEM AND WASTEWATER COLLECTIONS STEM ELEMENTS, AND SHALL INCLUDE ELEVATIONS OF PERTINENT POINTS IN TE PAVEMENT AND DRAINAGE IMPROVEMENTS, ALL REVISIONS TO THE ORIGINAL PLANS, VERIFICATION OF ALL DESIGN DIMENSIONS, ELEVATIONS, PIPE SLOPES, PIPE LENGTHS AND ALL OTHER INFORMATION NECES ARY TO HORIZONTALLY AND VERTICALLY LOCATE AND OPERATE THE IMPROVEMENTS CONSTRUCTE D UNDER THIS CONTRACT. INFORMATION TO BE SHOWN FOR THE WATER DISTRIBUTION SYSTEh I INCLUDES THE LOCATION SERVICE TERMINALS, FOR THE WASTEWATER COLLECTIONS STEM INCLUDES THE LOCATION OF ALL SERVICE TERMINALS, AND THE LOCATION OF ALL ELECTF ICAL AND COMMUNICATION CONDULT. DRAWINGS SHALL INCLUDE: A. ANY CHANGES OR VERIFIC) B. MARK OUT ALL "PROPOSED C. CHANGES TO LOCATIONS C D. DRAW IN A DETAIL BOX OF, E. MARK LOCATIONS AND FOC F. MARK ALL BSP'S ON PLANS GUARANTEE: ALL MATERIALS INSTALLED BY THE CONTRAC- BY THE CONTRACTOR AGAIN£ LEAKAGE, BREAKAGE, AND 01 PERIOD OF ONE (1) YEAR FRO COMMENCEMENT OF THE ONE ALL MATERIALS AND INSTAL THE GUARANTEE SHALL BE PERIOD OF GUARANTEE OF INSTALLATION THEREOF. TIONS GET MARKED OR"CONSTRUCTS" PIPE, VALVES, FITTINGS OR MANHOLES, ETC. ,NY SUBSTANTIAL CHANGES SAGE OF ALL LATERALS FROM THE DOWNSTREAM MANHOLE AND THE INSTALLATION THEREOF WHICH ARE FURNISHED AND OR, UNDER THE TERMS OF THE AGREEMENT, SHALL BE GUARANTEED f DEFECTIVE WORKMANSHIP, MECHANICAL AND PHYSICAL DEFECTS, HER DAMAGES AND FAILURE UNDER NORMAL OPERATION FOR A A THE DATE OF FINAL PAYMENT, SAID DATE TO CONSTITUTE THE (1) YEAR WARRANTY PERIOD. TIONS PROVING TO BE DEFECTIVE WITHIN THE SPECIFIED PERIOD OF PLACED, WITHOUT COST TO THE OWNER, BY THE CONTRACTOR. THE CH SUCH REPLACEMENT SHALL BE FROM AND AFTER THE DATE IN MATERIALS, CONSTRUCTION METHODS, TESTING AND TOLERANCES FOR ALL WORK SHALL BER IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS. IN THE EVENT OF A CONFLICT, THE MORE STRINGENT PROVISION SHALL APPLY. 1. MOBILIZATION: THE WORK SPECIFIED IN THIS SECTION CONSISTES OF THE PREPARATORY WORK AND OPERATIONS IN MOBILIZING FOR BEGINNING WORK ON THE PROJECT, INCLUDING, BUT NOT LIMITED TO, THOSE OPERATIONS NECESARY FOR THE MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES AND INCIDENTALS TO THE PROJECT SITE, AND FOR THE ESTABLISHMENT OF TEMPORARY OFFICES, BUILDINGS, SAFETY EQIUPMENT AND FIRST AID SUPPLIES, SANITARY AND OTHER FACILITIES, AS REQUIRED BY THESE SPECIFICATIONS, THE SPECIAL PROVISIONS, AND STATE AND LOCAL LAWS AND REGULATIONS. ALL COSTS FOR BONDS, PERMITS AND ANY REQUIRED INSURANCE, AND ANY OTHER PRECONSTRCUTION EXPENSE NECESSARY FOR THE START OF THE WORK, AS WELL THE COST OF THE REMOVAL OF THE ABOVE ITMES, SHALL ALSO BE INCLUDED IN THIS SECTION. 2. CONSTRUCTION SURVEYING: THE CONTRACTOR SHALL CONSTRUCT THE REQUIRED IMPROVEMENTS AT THE LOCATIONS SHOWN ON TH E PLANS. AS OUTLINED IN THE SUPPLEMENTARY CONDITIONS, THE OWNER SHALL PROVIDE BASIC REFERENCE POINTS FOR HORIZONTAL CONTROL AND BENCHMARKS IN THE VICINITY OF WORK. ALL OTHER CONSTRUCTION STAKING FOR BOTH HORIZONTAL AND VERTICAL CONTROL NEEDED BY THE CONTRACTOR FOR CONTROL OF HIS WORK SHALL BE PERFORMED BY THE CONTRACTOR. 3. CLEARING AND GRUBBING: CLEARING AND GRUBBING SHALL BE PERFORMED WITHIN THE LIMITS OF CONSTRUCTION AS SHOWN ON THE PLANS, INCLUDING BUT NOT LIMITED TO, THE AREAS OF NEW SIDEWAAKS, SWALES, POND, ROADWAY AND PARKING PAVEMENT, AND BUILDING AREA IN ACCORDANCE WITH SECTION 110, DOR SPECIFICATION, AND SHALL CONSIST OF THE COMPLETE REMOVAL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, ROOTS, GRASS, WEEDS, RUBBISH, AND ALL OTHER OBSTRUCTIONS TO A DEPTH OF 18 INCHES BELOW NATURAL GROUND OR DESIGN GRADE, WHICHEVER IS LOWER. ALL MATERIAL SHALL BE REMOVED FROM THE SITE OF THE PROJECT, AND SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, REGIONAL, STATE, AND FEDERAL LAWS, REGULATIONS, AND ORDINANCES. 4. EARTHWORK AND GRADING: SHALL BE PERFORMED AS REQUIRED TO ATTAIN THE FINAL GRADES, TYPICAL SECTIONS AND ELEVATIONS, AND TO ACCOMPLISH THE OBJECTIVES SHOWN ON THE PLANS FOR THE AREAS TO BE PAVED, SODDED, OR LANDSCAPED. MATERIALS AND CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS OF SECTION 120 FDOR SPECIFICTIONS. ANY PLASTIC OR ORGANIC MATERIAL WITHIN 36" OF THE FINISHED GRADE OF THE AREA TO BE PAVED SHALL BE REMOVED AND REPLACED WITH A-3 MATERIAL. EMBANKMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH FDOR SPECIFICATIONS. ALL CLEAN EXCESS MATERIAL SUITABLE FOR FILL RESULTING FROM THE EXCAVATION SHALL BE INCORPORATED INTO THE PROPOSED WORK, OR SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED ON THE OWNERS PROPERTY AT THE ONSITE LOCATION DESIGNATED BY THE OWNER. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. THE WORK SHALL INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: FINAL GRADING OF THE POND, SWALES, SIDEWALKS, ROADWAY, PARKING LOT, AND FILLING OF EXISTING DITCHES. 5. DRAINAGE IMPROVEMENTS: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE THE PROJECT WORK FOR THE DRAINAGE IMPROVEMENTS AT THE LOCATION, SIZE AND TYPE SHOWN ON THE PLANS FOR THE FOLLOWING ITEMS. INCLUDED IN THE UNIT COSTS FOR EACH ITEM SHALL BE THE COSTS ASSOCIATED WITH THE DESIGN AND CONSTRUCTION, BY THE CONTRACTOR, TO COMPLY WITH THE TRENCH SAFETY ACT, LAWS OF FLORIDA, CHAPTER 90-96. BACKFILL AND COMPACTION OF TRENCHINF FOR CULVERT INSTALLATION UNDER THIS SECTION SHALL BE IN ACCORDANCE WITH SECTION 125-8.3, FDOT SPECIFICATIONS. DENSITY TESTS SHALL BE PROVIDED AT THE FOLLOWING VERTICAL LOCATIONS: TWO TESTS* AT SPRINGLINE (ONE EACH SIDE OF PIPE) ONE TEST* AT ONE FOOT ABOVE PIPE; AND ONE TEST* AT ONE FOOT BELOW SUBGRADE OR FINISH GRADE. * = DENSITY OF AT LEAST 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99, METHOD C THE MINIMUM NUMBER OF HORIZONTAL TEST LOCATIONS IS TWO PER CULVERT INSTALLATION, ONE PER 100 LINEAR FEET OF PIPE AND/OR ONE PER 20 FEET OF PAVEMENT CROSSING WHICHEVER IS FREQUENT INTERVALS IF DEEMED GREATER. ADDITIONAL TESTS MAYBE REQUIRED AT MORE FRE Q NECESSARY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TOO COORDINATE THE INDEPENDANT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND RETESTING NECESSARY TO ASSURE THAT THE WORK HAS BEEN PERFORMED IN STRICT COMPLIANCE WITH THESE ACTIONS. COST FOR THE INITAL TESTING SHALL BE BORNE BY THE OWNER. ANY RETEST REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS ABOVE SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR. A. STORM SEWER PIPE: CONSTRUCTION METHODS FOR DRAINAGE CULVERTS SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 125 AND 430, FDOT SPECIFICATIONS. REINFORCED CONCRETE PIPE (RCP): MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 941, FDOT SPECIFICATIONS FOR STANDARD CONCRETE PIPE AND SECTION 942, FDOT SPECIFICATIONS FOR GASKETS. B. STORM INLETS: THE MATERIALS AND CONSTRUCTION METHODS FOR STORM INLETS AND GRATES SHALL CONFORM TO SECTION 425, FDOT SPECIFICATIONS. TYPE "C" AND "E" INLETS SHALL BE PER FDOT INDEX NO. 232. INLETS AND PAVED AREAS SHALL HAVE STEEL GRATES SUITABLE FOR HEAVY TRAFFIC AND BICYCLES. CAST IRON TRAFFIC GRATES IN ALL OTHER AREAS. C. CONCRETE CURBING: THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS TO CONSTRUCT THE CONCRETE CURBING IN THE LOCATIONS SHOWN ON THE PLANS. ALL CURBING SHALL BE CONSTRUCTED PER FDOT INDEX NO. 300. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO SECTION 520, FDOT SPECIFICATIONS. SUBGRADE UNDER ALL CURB AND GUTTER SHALL HAVE A MINIMUM FLORIDA SOIL BEARING VALUE OF 75. 6. PAVEMENT IMPROVEMENTS: THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE ITEMS OF WORK FOR PAVING IMPROVEMENTS UNDER THIS SECTION AT THE LOCATIONS AND TO THE EXTENT SHOWN ON THE PLANS. PAVEMENT RESTORATION SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS, AND IN ACCORDANCE WITH THESE SPECIFICATIONS, FOOT, AND ST. LUCIE COUNTY SPECIFICATIONS. A. STABILIZED SUBGRADE SHALL HAVE A MINIMUM FBV RATIO OF 75, AND MINIMUM DENSITIES SHALL BE 98% OF MAXIMUM AS DETERMINED BY THE AASHTO T-180 METHOD C. MATERIALS AND CONSTRUCTION METHODS SHALL BE FURNISHED BY THE CONTRACTOR, AND CONFORM TO SECTION 160, FDOT SPECIFICATIONS FOR TYPE C STABILIZATION AND PAID FOR AS PART OF THE WORK UNDER THIS SECTION. COMPACTED SUBGRADE WITHIN THE LIMITS SHOWN FOR THE PROPOSED PAVEMENT SHALL BE 12 INCHES IN THICKNESS. STABILIZED SUBGRADE SHALL EXTEND 6 INCHES BEYOND THE EDGE OF THE BASE COURSE. 7. CONCRETE NOTES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE INDEPENDENT TESTING LABORATORY DESIGNATED BY THE OWNER, THE TESTING AND RETESTING NECESSARY TO ASSURE THE WORK HAS BEEN PERFORMED TO STRICT COMPLIANCE WITH THE SPECIFICATIONS. COST FOR THE INITIAL TESTING SHALL BE BORNE BY THE OWNER. ANY RETESTS REQUIRED DUE TO FAILURE TO MEET THE MINIMUM REQUIREMENTS SHALL BE F PERFORMED AT THE EXPENSE OF THE CONTRACTOR. MINIMUM TESTING DETERMINATIONOR ALL ITEMS OF WORK UNDER CONCRETE AREA SHALL BE AS FOLLOWS: FLORIDA SOIL ITEM BEARING VALUE DENSITY THICKNESS SUBGRADE 500* 500* 100* CONCRETE --- --- 200* *=MAXIMUM SPACING SHOWN IN FEET. ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12 INCHES INSIDE THE FIRST EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE ITEM TESTED. ADDITIONAL TESTS MAY BE REQUIRED FOR THE DRIVEWAY CONSTRUCTION OR AT MORE FREQUENT INTERVALS AS DEEMED NECESSARY BY THE ENGINEER. 8. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED TRAFFIC STRIPES AND MARKINGS, COMPLETE ( WITH REFLECTIVE GLASS APHERES, SHALL CONFORM TO THE REQUIREMENTS OF SECTION 710, FDOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN ON THE PLANS. 9. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING ELEMENTS, TO INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO SECTION 700, FDOT SPECIFICATIONS, STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER FDOT STANDARDS, ST. LUCIE COUNTY SPECIFICATIONS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 10. EROSION CONTROL: THE CONTRACTOR SHALL TAKE SUFFICIENT PRECAUTIONS TO PREVENT WATER POLLUTION WITH AQUATIC WEED'S, FUELS, OILS, BITUMINOUS, CALCIUM CHLORIDE OR OTHER HARMFUL MATERIALS. ALSO, HE SHALL CONDUCT AND SCHEDULE HIS OPERATIONS SO AS TO AVOID POLLUTION OR SILTATION OF'WATER BODIES OR TO INTERFER WITH INDIGENOUS WILDLIFE. THE INSTALLATION OF TEMPORARY EROSION AND POLLUTION CONTROL FEATURES SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONTRACT. ANY EROSION OR SHOALING SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSES. DUE TO UNANTICIPATED CONDITIONS, THE ENGINEER MAY DIRECT THE USE OF CONTROL FEATURES OR METHODS OTHER THAN THOSE INCLUDED IN THE ORIGINAL CONTRACT. IN SUCH EVENT THIS ADDITIONAL WORK WILL BE PAID FOR AS UNFORESEEABLE WORK. ARGENTINE BAHLA SOD SHALL BE PROVIDED AS SHOWN ON THE PLANS, INCLUDING BUT NOT LIMITED TO, ALL DISTURBED AREAS. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE REQUIREMENTS FOUND IN LANDSCAPE ARCHITECT'S SPECIFICATIONS. 11. POLLUTION CONTROL: WATER POLLUTION AND TURBIDITY CONTROL SHALL BE REQUIRED BY THE CONTRACTOR IN ACCORDANCE WITH THE DEPARTMENT OF ENVIRONMENTAL REGULATION STANDARDS, LOCAL REGULATIONS AND SECTION 104, FDOT REQUIREMENTS INCLUDING BUT NOT LIMITED TO ONE OR MORE OF THE FOLLOWING OPTIONS; SHEETPILE OR EARTH COFFERDAM, HAY BALES, SEDIMENT BASIN, SILT FENCE OR TURBIDITY BARRIER. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN CANALS, OR IN A POSITION CLOSE ENOUGH THERETO, TO BE WASHED AWAY BY HIGH WATER OR RUNOFF. 48 HOURS BEFORE DIGGING CALL TOLL —FREE 1-800-432---4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER Fj�F Copy Z V Z 0^ v✓W w10 Ln rn of (if � = d LO Z wz Z V OMN� UJN"t � ¢o 10� LL (O N z~ oN F W Y W N o0 W 0 V CN 'a7 z Z O 1.- �a o0 U f,_ o a Z W �tS o F-s x w m" LL CL U o z m m c W z zaza 90 = O n N m e Q LL R.J. KENNEDY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone: 772-462-2455 06-262 9OF9 z w s 0 0 z 0 N_ Q O J LL L I. (DATE) fil fl I LEl VIE ti L BJE' SEE Al RE VIE DATE: THESE PLANS AND ALL PROPO' AND SUBJECJ To ANY NS ORT REQUIRED BY FIELD MAY BE NECESSARY IN OF COMPLY WITH ALL APPLICAB i SEP 1 2 2008 J SLCFD iE MARSHAUS OFFICE 1.3 r-r � o o W N W � d' � ^ M is �wg w 0-4 E-+ n i C� w 6 O > CF � Q y Q M . D w Z M , .Atz 1� u 0 a u i� PLUMBING NOTES: 1. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3 F.B.C. AND TO BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL PIPE SIZING AND LAYOUT TO BE DETERMINED BY A LICENSED PLUMBING CONTRACTOR PER LOCAL CODES, 3. WASTE PIPING TO BE SCHEDULED 40. 4. MAKE ALL CONNECTIONS TO EXISTING UTILITIES A5 MAY 3E REQUIRED TO MAKE THE NECE55ARY CONNECTION 5. MODIFY THE EX15TING UTILITIES AS MAY BE REQUIRED TO MAKE THE NECESSARY CONNECTIONS 6. WATER PIPING, FITTINGS, AND CONNECTIONS SHALL BE TYPE "K" COPPER TUBING BELOW GRADE AND TYPE "L" ABOVE GRADE 7. INSULATE ALL HOT WATER PIPING WITH ARMAFLEX II,1" MINIMUM THICKNESS, 5. POTABLE WATER 5Y5TEM5 SHALL BE 5OLDERED WITH "NO LEAD" SOLDER. 9. CLEAN AND FLUSH ALL PIPING AND FIXTURES 10. STERILIZE ALL POTABLE WATER PIPING SYSTEMS TO MEET AWWA C160-54, AND FLUSH 11. TEST ALL SYSTEMS, TEST WATER PIPING TO 150 F51 WITH VALVES FULL OPEN. 12. TEST DMV PIPING TO 10 FOOT WATER HEAD PLUMBING FIXTURE SCHEDULE MARK FIXTURES TYPE MANUFACTURER & MODEL NO. COLOR CARRIER CONNECTIONS REMARKS TRAP SAN VENTI CW HW SK 1 SINGLE BOWL DROP IN DAYTON 15 x 15 011515-2 STAINLESS 11/2" 2" 2" 1/2" 112" AM. STD. COLONY SOFT 2H BAR FAUCET CP 2475.500-002 SK2 DOUBLE BOWL DROP IN DAYTON #DXUH3118 STAINLESS 11/2" 2" 2" 1/2" 1/2" MOEN#87845 CHROME SK 3 SINGLE WALL HUNG AM STD. DECLYN 4C-19x17 0321.026-020 WHITE 1 1/2' 2" 2" 1/2' 1/2" AM STD. COLONY SOFT LAV FAUCET 2276.605-002 WC-1 HC WIC ELONGATED FLOOR MOUNT AIX COLONY RIGHT HEIGHT 2359.012-202 WHITE 3" W 2' OLSONITE ELG. SEAT OFLC WHT BOWL-3370.016.020 D.F. DRINKING FOUNTAIN BI-LEVEL WALL MTD ELKAY-EASY TOUCH EZSTL-B-L STAINLESS _ 1112" 2" 2" 3/8" LIFE SAFETY PLAN (5E,E ) YES NO EMERGENCY LIGHTING X EXIT SIGNS X PANIC HARDWARE X FIRE SUPRESSION X FIRE EXTINGUISHERS X FIRE ALARM X CARBON MONOXIDE DETECTORS X ALLOWABLE DISTANCE TO EXITS IS 200 ACTUAL MAXIMUM DISTANCE TO EXITS 70' TYPE V CONSTRUCTION TYPE "B" CLINIC OUTPATIENT OCCUPANT LOAD ALLOWABLE 25 =1 PEIF LP V2" PRODUCT APPROVAL SUBMISSION FORM MARK OPENING MANUFACTURER APPROVAL PRESSURES ATTACHMENT TYPE MANUFACTURER N.O.A. ACTUAL FIELD PRESSURES ATTACHMENT METHOD ' `312E MODEL # - "E)'(Pr DATE .• APP ,OVED DESIGN $REESURES: ENTRY DOOR & FILL EXISTING OF N ARCH ALUMINUM 06.0908.06 1001-100 114" TAP CONS 22" APART MAX. FILL ALL STORE FRONT GLASS 9' WIDE AND GLASS MAP 6, 2000 HOLES. 1 1/4" MIN EMBED INTO SOLID POUR CMU. REAR DOOR FIBERGLASS THERMA TRU 06.0418.11 33.7/46.7 3/16" TAPCONS MIN VIM" EMS INTO SOLID CMU BEGIN S" FROM CORNER MAX Ill 3068 FIBERCLASSIC 11.9.2011 49/66 SHUTTERS HURRICANE EASTERN METAL SUPPLY 04-0517-01 WALL MOUNTING INSTALLATION RAWL CALK • IN OR ELCO MALE/FEMALE MATE OR CIF TAP -GRIP PANELS BERTHA 24 GA 817/2009 =x I HAVE REVIEWED AND APP NAME:-JOHN D. HOLT CERTIFICATION #: 15252 ROVED THE ABOVE PRODUCTS FOR USE IN THIS PROJECT. (ARCHITECT OR ENGINEER OF RECORD) SIGNATURE: DATE: _-J G Zl JURISDICTION: ST. LUCIE COUNTY CODE: FBC 2004 WITH 2O06 REVISIC NS 356 MIDWAY ROAD PROJECT NAME: MIDWAY ASSOCIATES ARCHITECT \ ENGINEER: P.E.# 1525 TYPE OF CONSTRUCTION: CBS EXK BUILDING DESIGN: ENCLOSED_X_ OPEN_ PA WIND SPEED, (3 SECOND GUSTS) ASCE CATEGORY: 2: (SINGLE FAMILY HOUSE) OT 2 TI NG- ADDITION RTIAL OPEN_ 140 MPH ER_X IMPORTANCE FACTOR-1_: MEAN BUILDING HEIGHT —LESS THAN 20'_ OVERHANG-2 FT: ROOF PITCH:-EXIST_/12 ROOF DEAD LOAD: SHINGLES —YES- EXISTING TILE FRAMED FLOOR LIVE LOAD: PSF: DEAD LOAD: PSF SHUTTERS: YES_X_ NO IMPACT RESISTANT ASSEMBLY: YES_X_NO COMPONENTS AND CLADDING WIND PRESSURES: —SEE ELEVATIONS V211 0 N ! w � t I E _ li• _ O rill D THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT w-- &--F1si^ ► �'c�15 _ 15G�.�I. f�11��1 - . p MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. r1 D FILEC OPTCIS 6 CIS REMOVEEX15TINGDOORS REMOVE EXISTING WINDOWS AND CL05E UP OPENING AND / AND BLOCK UP OPENINGS ^� PLACE 3068 EXT. DOOR L `- 22' 0" 5^ IN5P1s �C 'f F_X STIN 3065 EXI5T LIIUNpt'Y 4" / 8'•8" 8'-8" 4' 8'_8 4" 5' 0" 4" 7-10" FXA17 K17, 6 EXAM M, 5 EXAM K17; 4 FXAM RM, 3 EXA17 PM, 2 EXAM PM, l � �y 3068 I I RtF B I It I SKI 5KI I SKI — — — — — — FE STAFF DOOM I V = r 068 3068 a • > 3068 3068 3 3068 011 n 4l 04, 4 coo�n D 22'-4' I i -� ��" 14'-8" 0 8' 6 m 3' 8" T-8 G cMT U� I 306 I i 3068 I 306 y= W= 3068 W o CIA. A 3"vrRle • •. offlor -' Spac�.(rtteR� - R�5% - Cis ffiv bv-L Aa Qom) — 14 All o 44"NIGH I I y-i KNEE WALL M GV, l?00P1 i bt•t¢ CJ ff6f ION/WArIN6 �> 1 I rot . z-2" o Sy_ ! OI Alcl C• 6•1° 1011 - 3068 o Y17'� rl x OFFIG� I��W7�1/� 0, N o LAC /�'X = _. - p D. D 8 5/�. ot1-1 D ,DATE:1/15/2008 SEP 1 2 2008 S LG F L"l -� Occupancy Group: Type Ill Clinic Outpatient. �rll lt�tr� �l - M ` -iyr( " FIRE MARS�#A� SOFFICE JOB# .27 Construction Type: Type V- Occupant Load : 25 allowable occupants Means of Egress: 2 exits; Allowable maximum lG 2 4�f- distance of travel to exit is 200' in , non sprinkled building. 2 FLOOR PLAN, 5CALE:1/4l=1' LN 245 CU IN 5W CONDUIT 3-#2/0'THW.GU IN #2 M'LONDUIT AC DISCONNECT DI5CONNECT (IF REQUIRED) 246 OU IN 1' CONDUIT 275 AMP METER O L_ 1 PAN& AMU/HEAT DIBCONNECT TGROUNV O 5/8, GKNP ROD G.W.P. OR FTG REBAR GL 120I240W10-3W L UNDERGROUND SERVICE NOTE: GONTRACTOR TO VERIFY OVERHEAD OR UNDERGROUND SERVICE PRIOR TO CONSTRUCTION, ELECTRICAL R15ER ALL 5ATHKOOM & GAKAGE OUTLET5 TO BE GFCI. ALL EXTERNAL OUTLET5 TO BE WATERPROOF AND GFCI CIRCUIT5. VERIFY ALL WIRE 5IZE5 W/ EQUIPMENT MANUFACTURERS. a ELECTRICAL NO 1. CONTRACTOR SHALL VERIFY WITH F,P&L THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. 2. CONTRACTOR TO VERIFY WITH ELECTRICIAN IF OVERHEAD OR UNDERGROUND SERVICE IS TO BE INSTALLED. 3. ALL WIRE SHALL 5E COPPER UNLE55 OTHERWISE NOTED. 4. ALL WORK TO CONFORM TO AND SHALL BE DONE IN ACCORDANCE. WITH THE LATEST EDITION OF NATIONAL ELECTRICAL CODE AND ANY APPLICABLE LOCAL AMENDMENTS 5. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM AND LOAD CALCULATIONS AND NOTIFY BUILDER OF ANY DISCREPANCIES OR ERRORS PRIOR TO INSTALLATION. 6. ELECTRICAL CONTRACTOR 15 TO SIZE M05T BRANCH CIRCUITS. 7. COORDINATE RACEWAY INSTALLATION WITH OTHER TRADES PRIOR TO CONSTRUCTION. 8. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD & UNIT 9. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 10. ALL CL05ED LIGHTING SHALL COMPLY WITH; NEC SEC. 410.8. 11. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACKUP, DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. 12. ALL EMERGENCY LIGHTING SHALL BE ON BATTERY BACKUP 13. CONNECT #4 COPPER GROUND TO NEAREST COPPER COLD WATER AND SECURE WITH APPROVED 5RA55 CLAMP, 14. RECEPTACLES SHALL BE 20A, 120V OF THE GROUND TYPE 9) 12' AFF UNLE55 OTHERWISE SPECIFIED. 15. SWITCHES SHALL BE 45" AFF UNLE55 OTHERWISE SPECIFIED, 16. LIGHT FIXTURES TO 5E SELECTED BY CONTRACTOR. 17. DEDICATED CIRCUITS TO HAVE NO MORE THAN 6 DUPLEX RECEPTACLES. ELECTRICAL PANEL 275 AMP ELECTRICAL PANEL ID CIRCUITS BRKR WIRE WATTS ID CIRCUITS BRKR WIRE WATTS 1 AIR HANDLER #1 2P 60A #6 10.0 KW 2 AIR HANDLER #2 2P 60A #6 10 KW 3 A/C COMPRESSOR #1 2P40A #8 1.2 KW 4 A/C COMPRESSOR #2 2P 40A #8 1.2 KW 5 RECEPTACLES 1P 20A #12 1.1 KW 6 RECEPTACLES 1P 20A #12 1.1 KW 7 RECEPTACLES 1P 20A #12 1.1 KW 8 RECEPTACLES 1P 20A #12 1.1 KW 9 RECEPTACLES 1P 20A #12 1.1 KW 10 RECEPTACLES 1P 20A #12 1.1 KW 11 RECEPTACLES 1P 20A #12 1.1 KW 12 RECEPTACLES 1P 20A #12 1.1 KW 13 RECEPTACLES 1P 20A #12 1.1 KW 14 GFI RECEPTICLES 1P 20A #12 1.1 KW 15 GFI RECEPT 1P20A #12 1.1 KW 16 GFI RECEPTICLES 1P 20A #12 1.1 KW 17 EXAM ROOM LIGHTS 1P 20A #12 1.2 KW 18 HALL LIGHTS 1P 20 A #12 0.7 KW 19 BREAK ROOM LIGHTS 1P 20A #12 1.5 KW 20 RECEPTION LIGHTS 1P 20A #12 2 KW 21 EXTERIOR LIGHTING 1P 20A #12 1.6 KW 22 IV ROOM /LAB 1P 20A #12 1.8 KW 23 REFRIGERATOR 1P 20A #12 1.8 KW 24 DRYER 2P 30A #10 5 KW 25 SPARE 1P 20A #12 2.5 KW 26 DW 1P 20A #12 1.8 KW 27 SIGNAGE 1P 20A #12 0.8 KW 28 SPARE 1P 20A #12 2.5 KW 29 WASHER 1P 20A #12 1.8 KW 30 TIME CLOCK 1P 20A #12 0.8 KW SUB TOTAL 29.0 KW SUB TOTAL 32.4 KW LOAD SUMMARY 61,400 WATTS / 240 VOLTS = 255 AMPS -k-1 fXAM P17, 6 P17, 5 #5 i FAVASM 1411 W W #13 le IV FoGM ::II- IFFNEE 11111111111111 � 11111111111111 IIIIIi' 1111 N .1 1' I RESTAi .0 112 M1 fIl h.a I_ ar �I 111 1 vw-- Il l!klr pOSED THES DpLANs AD ALL SUBJECN O ANY CORRECTIONS ECT ONSK AN R p/IAY BDNECES By FIELD It ARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. f mR 2 V-r- Y I "Ie W W POWER PLAN. 5CALE:1/411=1' Q F\lE COPS K� �r #22ui tl✓ �/ � �!4 i #22 ,--- K 1' ® / #22 #21 A/C #22 ® l,V, POOM 1 01 N G 1 N N >i #22( i A 1 / LAP(D. - } I FIXTURE 5CHEE)ULE (FOR REFRENCE ONLY) MK MFOR UNIT DESIGNATION NOTES A CKE5CENT 24 BNM 240-f 52/550 CT 5URFACE MNT. B " 22 U13NM 240-P52/550 GT G 1413NM 240-P52/550 CT D 24 BNM 340-Al2/550 CT E LIGHTALARM UXE 13 WKN FL F 11CA-2-5 (F2-5INGLE) G CRE5CENT I'LT 240 EA/550 CT H1 KWP 140A/550 GT 45" H2 RWB 130A/550 Cl- 36" H3 KWI3123OA/550 CT 24" J LIGHTOLIER 6759 (CIRCLINE 22W) 11" DIA-0PALITE K LIGHTOLIER 11051CF (6-7/5"D) 1-15N QUAD L HADCO L-7156-AT 22"Hx5"W M HADCO OFX-76 9"Hx5"W 3k #21 z1 1 1 ��G�!'rION/W/fIrING � #21 #21 A A 0 WORK Na Pal P GORVI-1 N S CNE�p S EG Fd 0 \NS EGS p6R 0 REQ�,R NECESSARPPL Og E'ODES C MPIV \,NlSH Pll �5Gr1�DULINS / K K i i 0 K' K� c2l: V1. � N W n x cn o . r� a a C . a u „�/IUIVIJ Igp ❑ Imo)) � WASN D #19Cd Hcon cn w #19 K #19 \ \ K RAP #19 iK #19dK n Sp �rz.1=�cT' l-d�diiT Tj ��AV� 1 sip 12 2mb R µ 4 � Er e y Fv M C� C� D MZA N fii tirn��A.,, D �i ... v � � tip Z 79 0 b r> D . DATE: 9/7/2006 . JOB# 427� LIGHTING PLAN. 5CALE:1/4"=1' 1/2" DRY 1 x 2 FT FIRE51 R-4.1 FOIL IN5U �— 1 x 2 PT FURRIN EXCEPT KITCHE LU INSTALL @ 16" 1 x 3 FT NAILER DECORATIVE WO AN R-19 INSULATION NALL 'OP -ATION @ 2411 OC, V AND 5ATH5, )C. UD BA5E TYF, EXT. WALL SECTION IMPACTWALL 3000 VERTICAL SECTION DETAILS SCALE= FULL SIZE CD M z t I 1 1/4 N � O O C) `— U M �cm 4-K-06 — 4 1/2 1 G. HAluminum & Glass Co., Inc. Manufacturers of AMARLITE ARCHITECTURAL PRODUCTS 3 1/2 w z 0 U w Lo =3IfL 1 1/4 3/4 January 1999 IMPACTWALL 3000 ISOMETRIC VIEW OF CORNER CONSTRUCTION OEML VERTICAL SECTIONS O 0 O )N DETAILS ALE=1/4 SIZE TAIL SECTIONS 0 11 E © 0 4-K-03 January 1999 GkAluminum & Glass Co., Inc. Manufacturers of AMARLITE ARCHITECTURAL PRODUCTS IMPACTWALL 3000 VERTICAL SE "TION DETAILS CALE= FULL SIZE rL+<Fa s I 1 3/4 I z y I 3 1/28 xZ (wai I L L & 0 ILi. SIDE Vi ALL IMPACTWALL 3000 HORIZONTAL FRAME DETAILS SECTION A SCALE=FULL SIZE 1/4�- 3001 - 3004 1 1/4 O SHEAR BLOCK O SILICONE 9/16 LAMINATED GLASS DLO }— 4 1'/2 H63 VIN D.C. 795 SILICONE V2100 TAPE 3003 .0'... 3001 H62C 1 1 /4 O 3004 O SHEAR 'BLOCK 1/4 VIA SECTION B 4-K-04 January 1999 al)HAluminum8t Glass Co., Inc. Manufacturers of AMARLITE ARCHITECTURAL PRODUCTS IMPACTWALL 3000 HORIZONTAL SECTION DETAILS 3 1/2 1 1/4 L v I —4 r 4-K-07 January 1999 4-K-08 (Aluminum & Glass Co., Inc. Manufacturers of AMARLITE ARCHITECTURAL PRODUCTS J?.ai Nor_E�: 1, TYPE OF CON5TRUCTION: CLA55 IV, UNPROTECTED,GR UP R3 OCCUPANCY PER FL BUILDING CODE. 2. CONSTRUCTION SHALL FOLLOW THE FL BUILDING CODE A5 ADOPTED BY THE COUNTY / MUNICIPALITY AND ALL APPLICABLE AMENDMENTS, 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL THE TRADE5, 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OM15510N5 NOT REPORTED IMMEDIATELY IN WRITING TO 5T. LUCIE HOME DESIGN, CO. BACK CHARGES WILL NOT BE ACCEPTED. DO NOT SCALE DRAWINGS. 5. THESE PLANS, AS DRAWN, COMPLY WITH THE DUILDINC ENVELOPE ENERGY REQUIKEMENT5 OF THE F.B.C. CHAPTER 13 ENERGY EF ICIENCY. CONTAACIOR SHALL FAMILIARIZE HIMSELF WITH TH15 GOVERNING C DE WHICH MAY OR MAY NOT BE ADDRESSED ON THESE PLANS AND NOTES. SCALE= FULL SIZE IMPACTWALL 3000 1X4 PT DOOR 1/2 5URROUND DRYWALL '� x.E` UNLE55 OTHERWISE 5PECIFIED, SECURE WINDOW FRAMES TO 50LID POUR CMU W/ 3116" TAP CONS, MIN EMD 1 1/4 FILL MFG. PRE PUNCHED HOLES. \-1X3 PT BUCK, ALL 51DE5. FASTEN TO 50LID POUR CMU W/ CA5E HARDENED NAILS @ 4" CC. OMIT 50TTOM DUCK IF PRECA5T 51LL5 ARE U5ED. WINDOW BUCK TO 3E EQUAL IN WIDTH OR WIDER THAN THE WINDOW FRAME THAT IT 5ECUKE5. TYF . WINDOW BUCK DETAIL: VERTICAL SECTION DETAILS SCALE- FULL SIZE �—�— 4 1/2 } -K-05 aj)� Aluminum & Glass Co., Inc. Manufacturers of AMARLITE ARCHITECTURAL PRODUUCC IMPACTWALL 3000 I U N 3/4 U z F U 1 1/4 1/4 —'t SECTION G SECTION H January 1999 4-K-09 akAluminum & Glass Co., Inc. akAluminum & Glass CO., Inc. Manufacturers of AMARLITE ARCHITECTURAL PRODUCTS Manufacturers of AMARLITE ARCHITECTURAL PRODUCTS CAM ll"L �L�LOSE�: --- 1. ALL WOOD IN CONTACT WITH CONCRETE TO 5E PRESSURE TREATED OR SEPARATED BY OTHER APPROVED MOISTURE BARRIER. 2, NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE CEE CHANNEL TYPE STUDS AT 24" OC. EXCEPT 0 3ATH5 AND KITCHENS 5PACED 0 16" OC. ATTACH 1/2" GYPSUM 50ARD ON EACH 51DE SECURED WITH 1" LONG BUGLE HEAD 5CREW5 AT 12" CC. MAX. 3. AT BATH WALL WET AREAS INSTALL Yz" CEMENT BOARD OR COMPARABLE WATER PROOF 50ARD WITH MFG. REQ. FASTENERS. 4. ALL STRAPPING TO BE 1.A.W. & IN5TA1_LED PER MFG. IN5TRUCTION5. January January 1999 CTIO� AIL SCALE- FULL SIZE January 1999 PRE -HUNG EXTERIOR DOORS. ATTACH 2X DOOR BUCK5 IN 5UCH A MANNER A5 TO, A5 A MINIMUM, COVER THE ENTIRE WIDTH (A5 MEASURED FROM IN5IDE TO OUT5IDE) OF PREHUNG DOOR JAMB. FA5TEN THE 2X 3UCK5 TO 60LID POUR CMU WITH 3/16" TAP CONS WITH A MINIMUM 1/1/4 EM5. AT MAXIMUM OF 18" OC. AMP A MAX 6" FROM EA. CORNER, FASTEN THE PRE -HUNG DOOR JAMB TO THE 2X 5UCK5 WITH # 10 5CREW5 WITH A MIN. 1/14' EMD. 5TAGGERED AT 16" OC. AND AT MAX 6" FROM EA, CORNER. SECURE THRESHOLD WITH 1/2" IX4 PT DOOR WOOD CA51NG 3/16" TAP CON5, MIN EMD.1 DRYWALL SURROUND 1/4" INTO CONC, 5LA5. FILL MFG PRE PUNCHED HOLE5, BUMPER TYPE METAL THRESH( Rb DOOR STUGCO/ TILE 5TOOP TYF. EXTERIOR DOOR BUCK DETAIL: EX15T TRU55E5 VENT THROUGH BOFF DBL, TOP PLATE INT. WALL 211x411 5TUD5 @ 16110.G. Y2" DRYWALL BOTH 51DE5 51NGLE 50LE PLATE TYP, INT, WALL SECTION PLANS SUBJECT T®ALL PROPOSED WORK ORED BY FIELD NNSAY P OR ECT IONS RS BE NECESSARY IN ORDER TO r y WITH ALL APPLICABLE CODES. EXHAUST VENT THRU SOFFIT DO NOT SCALE CODE APPROVED VENTTHRU ROOF. Y OR 4" FLEX DUCT. DETAI L5. 5CALE:1/4"=1' i ►.� dD : • • lan ;, � C W '� O • Q > w. � cCd t D >o00 00 � . p . N rxi �N• M N D 5 EX151ING TIE BEAM PAPERBACK LATH AND 5TUCU ON 3/4" CDX NAILED TO 2 x 6e 0 MAX 6" OL. W/ 89 EG. NAIL5 34' PLYWOOOD NAILED TO 2 x 6e w MAX 6" O.C. W/ 8d EG. NAIL5 EXTEI Iy:I 1191(ePJG11l 8 x 8 FORMED AND POUAW 69E WI (1) #5 0 VERT. MIN 8" EMD, INTO EXIST. FTG. EX15TING 8 X 16 FORMED AND POURED TIE BEAM FRAME IN EX15TING WINDOW OPENING W/ 2 x 6 PT. FA5fENEDWI (2) ROW51/4" x 3-1/2" TAPCON5 W MAX 6" O.C. ---t-----------4---1----- ;EXI5TING FTG. LTYF) WALL REFAI z W/ NEW DOOR OPENING 5CALE:1/2" =1' 5CALE:1/2" =1' (2) 2 X 4 TOP PLATE 2 x 12 HEADER VER DOORWAY — 2x li AHU SAWCUTANDREMOVE LOCKS" BEYOND NEW DOORIRO., FORM AND FOUR 8 x 8 COL. W/ (1) # 5 .6 VERT. MIN 8" EMB INTO EX15T I EAM,AND FTG, 2 x 8 PT BUCKING, ATTACH M 1 (2) ROW5114" x 3-1/2" TAPCON 0 8" O.C. BEAR 2 X 8 MEMBER5 N TOP OF WALL HEADER DO NOT ALLOW CONTACT H EXISTING TRU55E5, 4" . x I GABLE END DETAIL CALLOUTS a 1 'NA ry 2.: -EXFSTING TIE BEAM 3 3. STRAP GABLE END TRUSS TO BEAM W/ SLMPSON META-12. FASTEN ' W/ (7) 10d x 1-1/2" NAILS. 4. NA. 5. TIE DIAGONAL BRACE TO 2 x 60ABLE END STUDS W/ (6) 16d NAILS 6. FULL BLOCKING BEHIND PANEL SEAMS 7, 2 x 6 GABLE END STUDS 8. EXISTING STUCCO ON PAPER BACKED METAL LATHE 9. EXISTING WATER PROOFING MATERIAL ATTACHED DIRECTLY TO 5/8" CDX. 10. EXISTING 5/8" CDX. FASTEN W/ 8d E.G. NAILS @ 6" O.C. FIELD AND JOINT. X"I • 11. VERIFY 2x LADDER FRAMING @ MAX 244" O.C. 12, IE NAILS @ 6" O.C. FIELD, AND 4" O.C. JOINT. 13.2� 4 CONT. BLOCKING FROM GABLE END TO END OF DIAGONAL BRACE, OR 12'-0" WHICH EVER IS GREATER. 14. 5/8" CDX 15. NAIL DIAGONAL BRACES W/ (6) IN NAILS WHERE INTERSECTING 16.2 x 4 DIAGONAL BRACE @ 32" O.C. (1) EA. SIDE OF BLOCKING. ATTACH W/ (3)16d NAILS @ ENDS. MATCH ANGLE TO ROOF PITCH. 17.2 x 4 X BRACING. @ RIDGE LINE, AND 8' EA. SIDE OF RIDGE LINE. (ALSO @ 16' IF SPAN IS GREATER THAN 40') FASTEN W/ (3) 16d NAILS ENDS 18. EXISTING WOOD TRUSSES @MAX24" O.C. 19.2 x 4 BOTTOM CHORD BRACE @ X BRACES. 20. SIMPSON H-2.5 CLIPS. FASTEN W/ (10) 8d NAILS. THESE PLANS T TO ANY CORRECT ONSPOSED K SUBJECT AND REQUIRED BY FIELD dNSPtCTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH AL APPLICABLE CODES. GENERAL NOTE: DESIGNER AND ENGINEER OF RECORD DOES NOT MAKE ANY CLAIMS REGARDING THE STRUCTURAL INTEGRITY OF THE EXISTING TRUSSES OR EXISTING TRUSS FASTENING, AND WILL NOT BE HELD RESPONSIBLE FOR FAILURE OF SAID COMPONENTS. b s k DETAILS. 5CALE;1/4"=1' 0 n w Icl � o w (Z) N M N D b ° D ti P .d DATE: W26/2007 u) m Q 0 m d o ;e po �fTN p ff° 4e;aT SA :�• w}a r rc.� OOS�YCL-3"]-1Z'-7 °ro7H �D rOt�+�ZJ 7J mto� Gi'{�Y ,�i Ci x rrr Yr��aabx�rtN�a�y �D��y--a7 �3cnLod,nm �Crvg8 .,,.3 - �Op 'o"Dl" Zp a�c �NOzz _v r W y A b yc$- ZJ ZV C g 8O we C _ Z cn2 00 z w 3 S G r o$i P.- 9 p d A I' m Z a c; a O O P'd•(�c :' > jr m C�Dp y O? 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