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HomeMy WebLinkAboutCanaveral Bay Condo AS-BUILT (Water)CITY OF CAPE CANAVERAL DOCUlViENT COVER SHEET Box #4 Item #16 - Canaveral Bay Condominium; King Neptune Ln. 4 large format plans — Water As -Built Plan UPON RETURN OF PAPER ORIGINALS FROM MCCI, add to file name: h` A 237' / ADAMS 925y226 �• 7 1 i 1z0 or r. 1301290 •• J 0, a0 1. 1 4 i-� 4 3 1- 1 �� �'� L. 21!2!377 -/ ri 1 2 P- '1 a 'OJT •;(JN G j` 1Sf OJ so y�4.�c: A. so ». L m;pi NYf u d Or ' rx . � f9Gi► • ' 3 x .. ' 1 d i9 2t 4 � L� a ' ;,� ' a • 5 .fib E � '� ` f . I M • i x ,1'• ! �` . [✓ ;{. s a _ ' ,24!4 Y t . eb' s 4, • F �;. 2. °, �"+°a, � s ',�t.......' � �' ,. k.� ,�^,t ��.. �' .r 3�u r'•4i' Al .�.+ qsf' � . a, ,4�►' ION SITE INFORMATION ' ,, • • .;��� :� � � .k �.� , - ` � '.: ,,� � -'„ _'• � ' � ` .... ,- r. � ZOi �� •�_�-- D GE DI RECT IO%8AL FLOW ,�,�RI�Q��'` yj k :.�� n", o?` �r.' v g;:. '� r '� wbi�%. '4 "`�. '• = t "+ }1: � � ACREAGE PHASE 1,2 & 3 3.385 AC + W =- STORM D RA R- 3 IN'.. �NLE t w -�� , „�� ,� .`'� � ._ _ �..�..,► ► � ..,. ,,,*,�++ .. __-�-, �{` � �- ZONING OF UNITS 34 � DENOTES PARKING COUNT NUMBER -a Gfc \ - HEIGHT OF STRUCTURE 2 STORY Z ` LN MAP PAVING 33539 S.F. � " ® __ JC 0 C q 7- e _" V4Ep N�6 /� U C. T a ` N LO S ENGINEER'S NOTES Z a 1. ROADWAY CONSTRUCTION SHALL CONFORM TO CITY SPECIFICATIONS. IN ACCORDANCE WITH Aft 2. CONNECTIONS TO THE CITY SEWER SHALL BE AND UNDER THE DIRECTION OF THE {Y CAPE CANAVERAL STANDARDS 3. CITY. WATER AND SEWER LINES SHALL COMPLY WITH APPLICABLE CITY LEGENJD CODES AND REGULATIONS. WA TER CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF �^ —W,� WATER MAIN -SIZE INDICATED 4 . T F COCOA WATER DEPARTMENT. THE CITY O ACCESSABILITY TO BUILDINGS SHALL BE IN ACCORDANCE $ FIRE HYDRANT - W/6" GATE VALVE 5. WALKWAY T OF BUILDING CODES AND STANDARDS. WITH FLORIDA BOARD t� ---fit-- 6. ESS OTHERWISE NOTED ALL PAVING CENTERLINE GRADES SHALL UNLESS yJ-- ��w GATE VALVE - SIZE INDICATED 7. BE 0.4% SLOPE. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM BOUND 3 ---L, WATER METER TILER STAGG AND ASSOCIATES, DWG. NO. 80161, A SURVEY BY STO _ ..:. ._._.. ._._.... t: _ .. ._. <... DATED 2-14-81. —sq -� SANI TARY SEWER W%MANHOLE ' .� pl 9X /3 T / A/G /-A t/ / Al 6 � y CLEAN OUT A �ry q c N Aa -TI ®g� ®5 O 02 05 W / � +�• 0 EXISTING GRADE g p Ey i.5� FINISHED GRADE � QCo ' _---4-- EXISTINGF COIii'T'OUR + 1p ION SITE INFORMATION ' ,, • • .;��� :� � � .k �.� , - ` � '.: ,,� � -'„ _'• � ' � ` .... ,- r. � ZOi �� •�_�-- D GE DI RECT IO%8AL FLOW ,�,�RI�Q��'` yj k :.�� n", o?` �r.' v g;:. '� r '� wbi�%. '4 "`�. '• = t "+ }1: � � ACREAGE PHASE 1,2 & 3 3.385 AC + W =- STORM D RA R- 3 IN'.. �NLE t w -�� , „�� ,� .`'� � ._ _ �..�..,► ► � ..,. ,,,*,�++ .. __-�-, �{` � �- ZONING OF UNITS 34 � DENOTES PARKING COUNT NUMBER -a Gfc \ - HEIGHT OF STRUCTURE 2 STORY Z ` LN MAP PAVING 33539 S.F. � " ® __ JC 0 C q 7- e _" V4Ep N�6 /� U C. T a ` N LO S Z a Aft REQUIRED PROPOSED -++-- SETBACKS FRONT 25' 71' SIDE 15' 15' REAR 15, 7 5 ' �►,! PARKING 68 7-9 ti0 "'3 ,, 20057 CF' ,RETENTION 12288 C.F. .., ... --_fit k ' 9111 L l 7/+ — � ,D O� � `1 0% RC1 ♦ � ,/ '�� fo""Ak ^ � „�� '! r/ ♦` _ W �i`�'„mak # C,ooh �y \ �, zt,.J,��. -oak L � �A y \ 0 'cc VVec7ro f P 5rwe ' SV?VICE � %i \� _ \� kss 3 l� I RETEA/rJoA! 14RC4 - 3273 �. � b n S.6 )(6.? 3 .P 5, Tak h r t v 4Xi TOP Jv' a4 20' i2• �7' (y 3c V. TYPE O /J,/L d'r \ �hL �.- ��� �O, - ��8t G/zOu%JD 3.8 t uA1ce)evRarr✓ I11 v ” r�rlr 2.3 a p��'P,/r,G.) rvR 4.40 ti 1,vae�z oar 3 o"i�rv. o. 50 0o h IK - y1r, G,20 UM0 3 8 . �(� 3 ( „r v. 4. 2.30 Dye 12.75 �_ 1 — - _ .STuR/ DR4/it/ �, !6i 1 �/ A --- _ _ - — coxrc• r - _ ff- WA /N� - 6 + -- ME I -- --- � (L MY F .30`' !N 0.43 uinmuet I Y " ME E n N ;x a / 2 S' i'�2'vl a .�1� XtSTiAI " 4 ®'. r? 90' SE"Xi� E.3'/YI' T, 9 j 11 i ,Q, 7 l 7 / �c ` V , k o i 41' _ /4s'o' 4/ - a J5 T/ Q A! < /N E � - - ` .� _ :34'7x.._ _ - /'!f \ 37'Qq NOTE- \VATEIZ AS-�UIL,T INrp1zl`1ATlpN "' `Y r " wism/ QRGE 14,4/4/ WAS P R U V I ©E r) 5\/ TH i G o N T iZ A C`T 0 rR*, . / G v. G, WA7-0,07-0,0u.vr�,e WATFI? AS-UiLT PLA 90 BIVB 2� T P. TER \ 2 5, v, C-) 4 40 �g A $S S � 9 8 V t (d O � �% 0� • � O 3' _ LATE , 55 %op 5l9Z � N = � gra 03.".��,.* ® . �. ��.. .,, .... ,�. 1� R' ��� �� pGuG-TyPJC�L = 4 ,00 .�h 48' L /f r .s TA rro R, P ,1 i h ". Jos RKI FUTL//�'� BUILDl�t1G �FUTU/2 11k,�L7 3 ,B U /,� D /rtJ,6 4 8-�83 apo FE-1t10E ,s , _ R�� MAry wr. 400�r� I oiJ4nt ALLEN ENGINEERING, INC:DRAWN 3 t �3 ENGINEERS - SURVEYORS 8 2-ZI 84 tVATER Al 6urLT 2-2783 �'E✓' E�vT�✓CE Td J3L/aF�i # 1 P.O. BOX 1321 COCOA BEACH, FLORIDA ti''. kl--v. l�. / {-19 �I3 k'� `' i/ /-c �3" �E�✓17 sHT DESCRIPTION CHK'O APPR D (, 2-2-84 REV, 5!S. ! 2 3 ��v�. NO. DATE «« • ,._„ R . !STEREO ENGINEER NO. 3423 STATE OF FLORIDA � �� T 4- ------ REVISIONS - ,34FZCY, s,5.f� # 2 � 3 �.» h - t"3 , �.'�,�il"'`:i,.�• : ,ui.::�''�..W....:w; tea, �.#° ,I... -•w`s. _°,., - .. _.. -..__ _. N r v Ln 0 0 kD z z m !.z 13UUNllAKY AND '1'UPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM A SURVEY BY STOTTLER STAGG AND ASSOCIATES, DWG. NO. 80161, DATE 2-14-81. ' k , +A-5, k J; k, a 141 ' tx��� �`•,�_ � re ,,._� did 15 .y. �V' TAS �} T�' �An1txJ►�t1� ,;� , "^' # e t� r 4, If ir uMl►>>�1#,o�►;off ti _� ti3OR aTR iPch �5HANAIt;APkBP P<lxDi4' 00 1110 r �• d c �'r '' ii R w •d p • 1 1. t " P 0 0 A- 110 i LC�C�7'ION• 1YIArfJ � � �.:.. u AV W.3AG HVIUHT & � SUR T2.. . � , 0� tt Tf� Di �T .k E x \VIAS PIZOVi9E9 ley -THE: C-0QTIZ A<-- 0fC , WATIER AS P---AJILT PLAN `.� DATE 04. SCAtE MANA­ i it ZOO 16 x" . ,. JOB NO. 4 z-29- YA�9 �AT'EQ,' AS avkLT PLA4 8240014 *. 3 z-1 64 eEV'SED 5L(Jv, - P),ASE skx ALLEN ENGINEERING, INC. DRAWN f` 2 P 2 R4.C'E Y-�. ENGINEERS - SURVEYORS P.O. BOX 1321 COCOA BEACH, FLORIDA .eE v. SE tti/ rk' SHT. ! NO. DATE DESCRIPTION CHK'D APPRrD t REVISIONS REGISTERED ENGINEER 70". 9423 STATE OF FLORIDA �J loll CIA K !.z 13UUNllAKY AND '1'UPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM A SURVEY BY STOTTLER STAGG AND ASSOCIATES, DWG. NO. 80161, DATE 2-14-81. ' k , +A-5, k J; k, a 141 ' tx��� �`•,�_ � re ,,._� did 15 .y. �V' TAS �} T�' �An1txJ►�t1� ,;� , "^' # e t� r 4, If ir uMl►>>�1#,o�►;off ti _� ti3OR aTR iPch �5HANAIt;APkBP P<lxDi4' 00 1110 r �• d c �'r '' ii R w •d p • 1 1. t " P 0 0 A- 110 i LC�C�7'ION• 1YIArfJ � � �.:.. u AV W.3AG HVIUHT & � SUR T2.. . � , 0� tt Tf� Di �T .k E x \VIAS PIZOVi9E9 ley -THE: C-0QTIZ A<-- 0fC , WATIER AS P---AJILT PLAN `.� DATE 04. SCAtE MANA­ i it ZOO 16 x" . ,. JOB NO. 4 z-29- YA�9 �AT'EQ,' AS avkLT PLA4 8240014 *. 3 z-1 64 eEV'SED 5L(Jv, - P),ASE skx ALLEN ENGINEERING, INC. DRAWN f` 2 P 2 R4.C'E Y-�. ENGINEERS - SURVEYORS P.O. BOX 1321 COCOA BEACH, FLORIDA .eE v. SE tti/ rk' SHT. ! NO. DATE DESCRIPTION CHK'D APPRrD t REVISIONS REGISTERED ENGINEER 70". 9423 STATE OF FLORIDA �J r Ln Ln Ln 0 0 v z z Z) Ir m 11.51 7ww,„ ...., i 33' SAN. M.u, i nn P Gil Gi.V. - .o—.ay 7.' z I t, �-- tiB9'54 ' /-3 "Al t + _ J_ e, I ---- Y TEUNIS Coup--rs Go?t5T2uc E� UNf7C PNGSE FIVE 7 Z-17UMPSTEfzS wlo' x 20' x 4" GorvG +� ti �• x� h I coo WI30001b CONC-i'-� T�. REIN of � � w� ,\o I _ Co x <o x G W. W- F. F_ntGLO L D r3 �' N I C,d4 SOLI _FENCE Gi/+ (1 — - 4-J� - _ 5Co2 C.F• o co s +�� 14 �, 5,-%1, \ C — (tO.S�P'EEPJy SP ILvV Y D I �. $ o' N , .o C. ��� I . r 07 --� + 1 ^ -p O 0 r ++ 6 3 o s + A13ANp�N Old ' FIRE VATER EINE N V _ oo v � t -20' 2 v TTP. 412 Q > — N 17) 0,QAIAA/A Zz CON5�c�VAT 10N j -- >L - - X70 ILS + X13 N H Sq N.M. G� 2 LF FH.w/ t2 nn -o2 G 19 21 n. 5. e Intv_C-?o��`t238 a" 0 P_\/ -G. @ S = 0-40 % 0 (p • i 19 1.7 Pv - w ` ---- —' a F 0�h,• OPT11ONAL ' - 2�.1>1 r_ v Q C. +EL EVRT02 c -o. o o + I � N 3 t P c F G F ®'� 0 r o 0 ` - —. .� n � r— N - ' � F 4�LEV F 13 r (g� N N N r 4, �.o tft 2 - - _ LEGEND 131.0" 3r 0 1 �' a + �� 3 �r'�� INV. C-71.-je I t er — — — — = �— ?•,'ATER MAIN - SIZE INDICATED % I a S �I. � - — EXISTING GR -,.DE � + I -- -sem • T a' +�_ n �h - I FIRE HYDRANT -11/6" GATE, VALVE - I / �\ j - �/ FINISHED GRADE � n _ M �T E 00 N I +^�Q L EL 6'�'� GATE VALVE r SIZE .INDICA`IED I — - _ _ I 0?V POINT ENATION —►dr— ryl�l� � \ j 'I /� t ��, O }'� v T + \ ��� HIGH POINT ELEVATION Vis"G" REDUCER - SIZE .INDICATED \\ \ I �/ t n �C` x --� dd�� V a l9 BOTTOM OF SLOP I ul e 5 BEND, 9v BEND EXISTING CONTOUR � �� DRAINAGE DIRECTION --L FLOW ARROW �� + CROSS, TEE + \ � \ � � /� I � / 12ETE.WTIOM 1� A —Lr- STORPI DRAIN INLET �] 47ATER -METER \ ✓ I l _ n G _ FIRE WATER TINE -,SIZE INDICATED \ \ ( (� C. F GONG- S1G.,P7 DP.P.IN PIPE SIZE INDIC?c-F-TED - / (as' DIES?) 'n SPILLWAY />))� 6.0• I ,. i I10 LrNOTES PARKING COUNT. - v: �J BLOW OFF .- . , .. � 1 H'`.NDICAPPED PARKING —5 SANITARY SE?'ER - ,SIZE INDICATED t G I 0 J � » j I � ❑p DUAPSTER SGCATIGN s N -=S - SANITARY- SE',7ER MANHOL - �( 1 6 h Lj \ "'/ �►9/ '�/ - %(y" G.V. TRAFFIC DIRECTIONAL INDICATORS -�� � - LIFT STATION _ � ���OTTOM O,F SLD E'er L22 O CLEAN OUT Qis.00' PHgSE of PHASE G NEc�r/c A/ Posr tAjoicA7'OR 0 I p SITE INFORMATION ENGINEER'S NOTES: DETECTOR " GAT,C c ,I L VV 1. ROADWAY CONSTRUCTION SHALL CONFORM TO CITY SPECIFICATIONS. ail VALVE —�- v� ACREAGE PHASE 7,8&9 2.74'7 ACRES 2.' CONNECTIONS TO THE CITY SEWER SHALL BE IN ACCORDANCE WITH ZONING R-3 CAPE CANAVERAL STANDARDS AND UNDER THE DIRECTION OF THE S X� T POOL a ZeST200MS C6N5TIZUCTE0 L1Nr>E1Z F14 It-) Se= FIV E I�rn/ I i F -1 I � 3�.0• I J I ]z _ I I r � W I � W w �j- I I Q i' Nz { I ' 0 I i -- I I � • o r LINE �w� Nl�fil�j3 34,s AN Si T1Qµ - •, ^0 *zEXis-r CONIC. SpN.SW9. SAN_ SPI ' ,83LFLLW 8.9� PV Ch/ - ICY (ZIM.'3.so @ 500 -do INV - - t;EkIST,� +�/"�Q O Ni4 Rn\ RE7MOVE I-LU(:� t $ a0NNEc-T TO NOTE, WAre,z Ae<-3U/t-7- 1NF0R/Yl,4r1oA1 WAS P20V 10EU ,g Y rHE COA/; RAC 7 -OR, AREA 6478 C.F. 3 2.90 65 DEL€ rE,0 F I RE LINES ADtp NOTE WD, PCV15Ot) D2AINA6L FLOW Fs LLWANS ADDLD 2 DUMP5TtP-5 AND AD I 2 -r --s5 MODIFY SU`IL0ING5 PHA 56.5 8 � `( NO DATE DESCRIPTION CHK D APPR D REVISIONS VATS Q AS- 13UILTS HEIGHT OF STRUCTURE 3 STORY DATE 12/26/$4 CANAVERAL BAY CONDOMINIUM CITY. PHASES 7,8 & 9 1 ".>•20' CAPE CANAVERAL, FLORIDA PAVING JOSS NO 22080' ± S.F. 820674 3. WATER AND SEWER LINES SHALL COMPLY WITH APPLICABLE CITYpC1"R!L DRAWN ENGINEERS — SURVEYORS P.O. BOX 1321 COCOA BEACH, FLORIDA R H T CODES AND REGULATIONS. 1 of 5 REGISTERED ENGINEER NO 9423 STATE OF FLORIDA REQUIRED PROPOSED — 4. WATER CONNECTION SHALL BE MADE UNDER THE SUPERVISION OF SETBACKS THE CITY OF COCOA WATER DEPARTMENT. FRONT N/A N/A 5. WALKWAY ACCESSABILITY TO BUILDINGS SHALL BE IN ACCORDANCE SIDE 250x25° = 62.5' 63.33 WITH FLORIDA BOARD OF BUILDING CODES AND STANDARDS. REAR CONSERVATION CONTROL 6. UNLESS OTHERWISE NOTED ALL PAVING CENTERLINE GRADES SHALL AREA LINE 15.0' BE 0.40 SLOPE. 7. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION WAS TAKEN FROM REQUIRED PROPOSED A SURVEY BY STOTTLER STAGG AND ASSOCIATES, DWG. NO. 80161, DATED 2-14-81. PARKING 8. BUILDING FIRE DEMAND 1000 GPM @ 20 P.S.I. 9 �- 1 --e(o ilt\vvrn0NAL INATC9, AS t3U1l1' (NFP. PHASES 1, 2, 3 68 6 8 79 D. TND 5 �lo) WHERCORP�ING 19 NOT PRESENT , BASE MA -f' RIAL- SHALL EXE E 8 3- 2 S- �g 11X REV ,, f'rR F11T 1tCFFS t6MM[NTS PHASES 6 4, 5, 6 ,7 7 7 1NC4d'ES P.�EYDND EQC�E OF PAVEMENT, AND STA131Lt?_CD SU136RADF EXTENOL-D 1 13 e'l PHASES 7 , 8 , 108 10 TWELVE 0a) INCHES BEYOND ED(aE OF PAVEMENT. G a 1L6' - vt� �w_-per r;,� �T rIQi-o, TOTAL 240 242 S -24 °y ADouo r," 6,.V, To FIjZt: LINA D61MIL RETENTION 5650 C.F. TO CONSERVATION .� �-1-r-85 gt7r� r -12F 1_1N�S POOL a ZeST200MS C6N5TIZUCTE0 L1Nr>E1Z F14 It-) Se= FIV E I�rn/ I i F -1 I � 3�.0• I J I ]z _ I I r � W I � W w �j- I I Q i' Nz { I ' 0 I i -- I I � • o r LINE �w� Nl�fil�j3 34,s AN Si T1Qµ - •, ^0 *zEXis-r CONIC. SpN.SW9. SAN_ SPI ' ,83LFLLW 8.9� PV Ch/ - ICY (ZIM.'3.so @ 500 -do INV - - t;EkIST,� +�/"�Q O Ni4 Rn\ RE7MOVE I-LU(:� t $ a0NNEc-T TO NOTE, WAre,z Ae<-3U/t-7- 1NF0R/Yl,4r1oA1 WAS P20V 10EU ,g Y rHE COA/; RAC 7 -OR, AREA 6478 C.F. 3 2.90 65 DEL€ rE,0 F I RE LINES ADtp NOTE WD, PCV15Ot) D2AINA6L FLOW Fs LLWANS ADDLD 2 DUMP5TtP-5 AND AD I 2 -r --s5 MODIFY SU`IL0ING5 PHA 56.5 8 � `( NO DATE DESCRIPTION CHK D APPR D REVISIONS VATS Q AS- 13UILTS OA :MAI INOFF CONSTRUCTION DATE 12/26/$4 CANAVERAL BAY CONDOMINIUM SCALE PHASES 7,8 & 9 1 ".>•20' CAPE CANAVERAL, FLORIDA ENGINEERING SITE PLAN JOSS NO 820674 ALIEN ENGINEERING, INC. DRAWN ENGINEERS — SURVEYORS P.O. BOX 1321 COCOA BEACH, FLORIDA R H T SHT NO 1 of 5 REGISTERED ENGINEER NO 9423 STATE OF FLORIDA