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HomeMy WebLinkAboutCentral Florida Regional Hospital New construction:F S,.. ., .. . -.. .... ... ,.. ... ... .....s ..:.: M, ..., 7. -. .... ...,. .. .- ,. .. _ ..,... e f ,... .... .: a ,.:. ,. ". .t_�. _;ter•- .�s.. �-7rz: ,. 1.,, ,...,-. ......., _. 5, .. _ - .. ,.. ::4N .. .... r.. *}a,., '4 �l. •�_, -.�_. :�*';.c-c:,,ex."Sir: i?!� x....:ti'.'3��5�_--�--�...t.,�.-rss.-..=:;..a�.....wx,._._<.�>.r:::.*�xaaf�sx�G✓.z��...t.A�?: �r.� ��a.�-.s'i.: �t:-=a..ss.._='-,.�_.�a„�,�a�.-��-+xz�t;,.-_=-,..:.;�,_..s�:r-"rf�.,.:,..R.,xrA,.r�.,�rY—•�..ss+ _;. "..-:.__J. Vie°-. �.''^,e> , --. �', / �._��°.__. , _. Xs M ft wo: w m No"i., a ARM' N -M-1 K X F�,'7 W R". 44- -IM -T A E-, IF 24- TYPE OF tJlt�v, I WN Ffqom� LEOS -0 EM, `rp? JI, & zw T MAT APPRg' W N IN OF ERT �mm �,T WOE, 10 ATION, C 'URE. `4 STRU, -1 1w ELEV UT. al 111 ME 0 TE 7, P H kiwi 9.75 2 AM 2 �fq 3 5A MUR -A-00 111 'R�, 3.75 --9.00 A:. 1­7 R 3 SEE PLAN '=H 8.75 s. gn s. in n1s7 60 IN .5 E -M L BER'R %Tf TA A V1 E N Ix WIN 4 SEE PLAN CATCH BASIN - 510 8.80 4� vo B 3850 5.00 0% 18 SEE c 5 Pt 5. 9.50 6 9.00 1,00 HEADWLL -aiN PLAN V RCo' 0) co A No 6 SEE PIAN HEADWALL 9,00 7 7.70 8� -7.20 0.50 V, - - ----- 18 W SEE PLAN, T, 2 6 41 :b 2 6 4 1 F/ HEADWALL .11 10.38 :15 - 7.20 0 67 15 190 R.Cfp. 8 SEE PLAN 4 6.00 2. HEADWALL ��3 10 1z 85 15 -145 9 ��PLAN 105 Rjrps, HEADWALL 4.00 3,B .0.85 A, I .,SEE PLAN HEADWALL 3.10 3.50 3.10 0.2Z 2 145 R. c. P. SEE PLAN TCH BASIN 10.38 3.10 An IZ 2 140 4 -12 SEE PLAN H 66' R/W, CATC vBASIN 4.00 6.50' tiolts: SEE PLAN H W vv, ..; � " , 3.50 1. FOR DETAILS NOT-,SHOWN'SEE SHEET C1. 3 AND C1. 4. NPZ 14 SEE PLAN' k) CATCH BASIN 14 Ey 2.) TOPOGRAPHIC SURV FURNISHED BY V. K. SMITH AND ASSOCIATES. if 15 SEE PLAN 'b f HEADWALL 7,20 f,- 3.) NEW SPOT ELEVATIONS'REPRESENT TOP OF CURB;o FINISHED PAVEMENT, Z,.. TOP OF CONCRETE AM F1 a 1� PLAN Lo 16 SEE. NAL GRADING ELEVATIONS. HEADWALL 3.10 4.) CONTRACTOR SHALL V LEVATIONS PRIOR'TO BEGINNING WORK, PO&NLE So V1. 5.) -CARE TO? HAPWALL SHAH BE TAKENJO PROTECT,ALL UTILITIES AND TREES MICH ARE 0 TO.REMAIN., W CULVERT 6.) THE CO NTRACTOR SHALL -GIVE E 6 6' R/W PERMITS. A 6 6' /W 7.) CONTRACTOR SHALL PROVIDE EROSION CONTROL METHODS DURING CONSTRUCTION INV, EL. B.M. ELEV %84 TO PREVENT SEDIMENTATION FROM LEAVING THE SITE, TRACTOR SN m Top Of Bolf In *(miler Of (COK, ELK CORNER S UNDER PAVED AREAS SHALL BE BACKFILLED TO TOP OF SUB -BASE I I Cul- Dv5ac Pavtt� COLUMNS WIM WITH CRUSHEDSTONE. OAK,\ NIETAL UR USTE A ff I CAM"10A TRESS 4`-I!i"VA, 9,) EXCESS MATERIAL SHALL BE DISPOSED OF AT A SITE APPROVED BY THE 30"GLIM TREE Jo 11 141, U" TREE ('1RAIGATION OHM&') INV, ft� 0,81 n,I)AK WTR mi ff ... . ................ . ............ ............ R 1. - J - -- - ------ - .. . .. . ..... ...... �.O;x < I . I --- - ----------- . ..... ....... ............ if ---- ---------- ........ ...... .............. ... . ..... . . ........... .... 4� 11 1 -,- f- If .................. ...... ----------- .......... .................... POWER POLE ............. ........ .............. Z W. mE Vi lb j INV. EL., 0.40 -j ... ........ ........................ - - O� - 1 ­-3� 4 1 R/W E I PIPE UNE,77 . ...... 10 . . . .... ....... ...... . . . ...... . ..... ir AE Al f Aiil L . . ...... ROAb- V .......... 374�92' I E 8.65 ARRIC'ma 9400 Xr 1E 5 INV. EL� Z, 4.1v .... ..... . . k� .......... it b \v IJE 9.20 1 E 6.8C IE=5.70 IE DRIVE IE=8.00 7 1050 'D Z4 w DRIV % 6 cr DRIVE "J" IE=8.0 45� 13 SCON( If If NIr OPE I E ,j� op if f 11.75 1 �o 8. 65­ c\j jj Lo Lo w Uji IE=4.00 c\j L 1E=6.00u- 0) 12 pJ - / I 11L [E=a20 w tE=11 IE= 13 Ld IE=3,0 Ld w > IE= fill, IL60 pp- t4 11-88' 1 i Ii i f . 11 If cr 10 1417- 14 7 > IQ j- 1.3 6 Li 14 ILA. iLE E � M Ell ROAD !13" LL, L 1 0- pp T 4u, 14,17 4 j 7 9.20/ 1 r 1E 12 50 H. D p IE 12.50 - IA 17 0; E=9.10 �E=5.20 264' -�O 5 F((),N MC.PIPE Wv.ft�gJA4 I E 5. L Ur � z 1E 11. 50 ­b- 1, A C.,4 TE �13 4 IE=11.30 440 Fyl A 0 E 141 IE= Uj <11 4� 13.05 Uj :11.5 1% -ox OLEANDER E F F, E 15.00 4 cs 5 C'j %5 56 < k�ljt IE: 0, Oo\ 0 .......... .. 4. ROAD [E=11 50 -4 F- E= /IF =5001 DO 1E - C1.3 D, ','A I I F G .75 i,4. I r K� 9 '21 i f -0, 12. 01 - ----------- - I;1q W, 0>v 771-� w - I i ! �L \-A T s -o IE=4.) 452 IE=9.50 IE -80 11 IE=515 IE= E= r2.50 .50 4 1E =1 2.50 p H. P 'J\ '0- 4 IE=11.95 1E 11.19 t, tt 6 Q. DRIV-- �'A9 14.17 w 14.17 -IF w SCONC. 14 6, OPENINGi Yp) IE IN W 1215 ii = - ------ -!7e 40 < AhN w E=5. 0 AE 3.50 14 I E 12-20 13 1 E =IQ38 > Ld I E 1220 50 1E=1 �7 Of, LEGE N D BOUNDARY LINE_ 6 G BUILDING LINE 1E 9.70 0 IE=735 P, j =11.95 FIE CURB 8 GUTTER' H.P 4J A "All �A DRIV CATCH BASIN CURB INLET <1 1017 1 12.50 IE -055 1E 4) ;z: STORM PIPE K,50 iE E 5-.t7\ 6.50 4 SWALE- \� V l Id 14 140,1011 0 41 iml= w I, I 4 --j F G. 1*te� ............ C1.4 2 7'2' IE=. h . ..... SPOT ELEVATIONS �14 " , , Q�! If -TT FF f HEADWALL //FIRE HYDRANT --4:'WATER MAIW ........... . . ..... - ----- - -- �­­4"W'm . . . ...... . ........ IRE AfM14T GIWA . ..... I.., il7_ 3: , =77 /I ...... -------- ...... . DRAIN. STRUC. CODE . . ........... 'w lop UNDERGROUND DRAIN ...... .... -:=1 0�' CURB OPENING R- 0 M. 001 lb Aw �E'9115q TT ZW2 `w I e ALT pwr. ,�x . ...... .... .. . .... .......... 4L ------ - ccr­­­v h .............. At, V11 10 0 ............. t1i l ': . ................... - - ------------ - -- - - .............. . . .............. wy ARCROR POWER POLE ............ .............. GUY AW409 POWER POLE ----- - ---------------------- .............. p - - -------------------- . ....... POU A MANGOU"STINE AVENUE INV. EL, INV, ELAA4 3(CONC. 89 CULVERT 8-K ELK 8.07 &M. ELEV, M92 k, N'S Nail e Of 3 pomr In W. Sid N il In W, Side V 14'Palm Emf g, Pole N. Of Fir Side Of Manqousfint Aw. Apiwox. Of U.S. 17-12. > 40.' 0 L-A t I J. �,C 1" x 40" 7777"77""`"� 77 3�1 �,vs. pJI , *4944 R NO., DAT j 'POL"RIDA EVISJON ENTRAL, r v J1 REGIONAL HOSPITAL q W F R1 W " M. 7 -7 1:4 ,M -A 1W,-J4P1, RESION T al, ;vj .40k m j- �._ f .R.. .,,. ., .. ., 5 .- ...., .:.e:'.tF . . .....i.t.. : _ - ..., : -: �"s' aIthNs .. .< ..x.i -•,. _ _ ,.-, .,, , .; .,' ', .. x '::. .. -.. - - - v .' .: '� �:' ter., '.. j`� T - - - - - - - - - - _. •. }.u.:. .... .' -- -' -- --- r - --- - - - -- • ,.:. .r �.. �: f , �,, 1 t fir; I a, _. _ _ _ - a * .. . r. ,. ,. ... _ .. z ,. - fit'.,,. . <,. b .u„.< ., :.: ., _. ,., :. _, ,. ,� . , -. , -.-.� ,:.:.-..-' ,.r�..-' a:. - Yo JIIIIIIIIIIIIIIIIIIIIIIIIII ..,.... .a ., a .. .. ,. .,. 5 _ -:.6. .. .. -.. ...t .. .. .. - .. .F .<.. t�aa u f:..-.. 1.. �. -.. - .. -.:' :... - .. ..: - .._ : s:. 99 .. . a .: .. ,. .. , , • B1 2.: i a,.. I� ,., , . -, ..;: .. :.I - I i, ... - t .. , t , i . V , ::; , , , F , t. .:.. ,. a - . ` . - _ _ I. . : ! : - :•. 1­1 '',a, .. _._ _. .. I ., F '.) - I . I" . -T TI / 51L11:, �tE _ e1 - ' A C_C3. TR®LLE - - ,1 - a .0 ZGEND' -, L.. , F_ '^ , :': q " .:: .,,- .- - .c;f '7. - .'3'tr?--x ,,._:.i ,�=_ - ,--.f$ - : •- = . ,2 ' B `' 5 I . S"iA°i'ION C. P:M: VALVES l�Ia�F:�� M°del ---- 7 .._,-{_ . ,, „ O OLLE . . . . C NTR ft5 11�.- , 1 � 673• • 2 232-01 0$ - -AD , 1- * 514-20. C=1 17b-51-�01: - 2 � 56.5 1=1 /2" 232-01-06 - , 4 B, . C-2 .176-51- 1 ' 3 47.9 1-1/2" 232-01-%. 2• . 0 570HP-12'-F. 1 6' . . 4 43.2 1-1/2" 232-01-06 C-3 176-51-01 ��. . , iVALVE: S 56.6 l-1/2 .232-01-06 � , !c 570HP-12 -H • 6 67.5 2" 232-01-08 4 570HP-12'-Q . . CONTROLLER 7 44.0 1-1/2" 232-01-06 5 0 316-00-93. . . . . . 8 59.0 . 1-112,1232-01-06 9 73.7 2" 232-01-08 %6 0 308-00-93 �1-�--- 'SUPPLY LINE 16 10 63.4 2" 232-01-08 . • • . • '. 11 87.0 2" 232-01-08 7 D 304-00-93 I . . 12 43.0 1-1/211232-01•-06 8 0 316-12-93 I =- SLEEVE . 13 : 37.8 1-1/2" 232-01-06 . i 9 (r 312-12-93 :.•t.rig- k : , 14 59.0 1-1/2" 232-01=06 . - 15 33.2 1-1/2" 232-01-0b 10 0 308-12-93 . AUTOMATIC ®RAIN . ' 1.6 45..9 1-1/2" 232-01-06 11 304-12-93 _..__ ___-_. _ _ . 17 28.2 v . 1-1/21,232-01-06 _-. ! 18 47.1 1-1/2" 232-01-06 12 Q 316-00-02 . 0 n 19 46.2 1-1/2" 232-0- v� - COUPLING . 20 70.7 2" 232-01-08 13 (� 312-00-02 "V-AV`€ . 21 40.5 1-1/Z" 232-01-06 14 0 • 308-00-02 22.'' - 45.9 1-1/2" 232-01-06 15 304-00-02 . 23 45.9 1-1/211232-01-06 11 - 24 75.7 2" 232-01-08 16 0 308-12-02 25 '30.8 1-1/2" 232-0.1-06 17 304-12-02 ' : _ 26 29.5 1-1/2" 232-01-06 . . 27 34.9 1-1/2" 232-01-06 18 336-00-06 28 57 - 1-1/2" 232-01-06 ' 29 86.4 2" 232-01-08 19. p 328-00-06 .. 30 20.2 ' 1" 232-01-04 20 329-10-06 . . ' _. . . . 21 . 0 328-10 06 ROA� ........................................--._.-_--.,.---,.,... Bl�fd ^ 1 22 � 324-10-�6�---- ...... � I/ -... -------- _ _ __ - '- I . 14 7.... 14 i4: 23 I] 324 11 -00- -" �' _........... �_.............._ 4 -, -- - .: B. ••t' - -- 24 0 57OP-15'-F 111 f1 3/�1-� 2 3/41 1� ' 134- DRIVE It „ -: . . --...-- --- - - ; , 25 � 57OP-15'-270° I ; I 14 14 14 13 -,... , I --- (.... . 14 . S S " t .26 ,0 57OP-15'-H i I I/' It :. } 1 : 'V4 27 570P-15'-Q i ; 3/�" C1 !I I I /2 1' I d.14, - : , .'.33 ; q 33 ' 7 ! 28 0 316-12-02 -.�:' -; t : I 1 1 /4 I.1 /2 1 IM-!%_.........................................................................._...............-.-... _................... _ I -.W i 4 1 . 7 . o I i . . n: 29 0 - 328-00-OS i D ,-----..... _ _. _ - 1-1 , - �� a 3/ - 1-��d } 14 3 1 1 . �- : :::.:::.: I 1 _........_� k :. t '33 33 l I ' 'i� 7 30 324-00-OS I I S 2 I I1.........m :' r n : I F . d 211 . - - 31 (� 312-12-02 141 14 : 2' ; :L' I "9 V ;1,F . 21/ s jk 1: �, _ 2- " 1 11/ . 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