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Dale Street Extension - 07-31-2000CITY OF EDGEWATER DALE STREET EXTENSION EDGEWATER PROJECT SITE VICINITY MAP SCALE: 1" = 2000' OWNER: CITY OF EDGEWATER KEN HOOPER, CITY MANAGER POST OFFICE BOX 100 EDGEWATER, FL., 32132-0100 PHONE: (904) 424-2404 FAX: (904) 424-2421 DESIGN ENGINEER: HARPSTER ENGINEERING & SURVEYING, INC. SUE HARPSTER LITTRELL, PROJECT MANAGER 436 NORTH GRANDVIEW AVENUE DAYTONA BEACH, FL., 32118 PHONE: (904) 253-3241 FAX9 : (904) 253-2502 PROJECT ENGINEER0 : EAST VOLUSIA ENGINEERING, JOE MARTIN, P.E. 435-Bl AIR PARK ROAD EDGEWATER, FL. 32132 PHONE: (904) 423-8988 FAX: (904) 423-7324 INC. PROJECT SITE DEVELOPER: MR. SCOTT PORTA PORTA PRODUCTS CORPORATION 211 DALE STREET EDGEWATER, FL. 32132 PHONE.- (904) 428-7417 FAX: (904) 426-6298 SURVEYOR: PROJECT SITE SOIL TYPES: DESCRIPTION: # 17 MYAKKA FINE SAND # 32 DAYTONA SAND HARPSTER ENGINEERING & SURVEYING, M. LISA LABREE, P.L.S. 436 NORTH GRANDVIEW AVENUE DAYTONA BEACH, FL. 32118 PHONE-. (904) 253-3241 FAX: (904) 253-2502 SOILS MAP SCALE: 1" = 50C' GENERAL SITE DATA: 1. PROJECT AREA: 120,824 SQ. FT. OR 2.77 ACRES (100%) 2. IMPERVIOUS: 69,955 SQ.FT. OR 1.61 ACRES 58% PERVIOUS: 50,869 SQ.FT. OR 1.16 ACRES 42% 3. ZONING: 1-1 4. FLOOD ZONE: "X" COMMUNITY PANEL #120308-0001 C (JUNE 4, 1990) INC. SHEET INDEX SHEET NO. DESCRIPTION 1 COVER SHEET 2 OVERALL DEVELOPMENT PLAN 3 EROSION CONTROL PLAN 4 ROADWAY IMPROVEMENTS — PARK AVE. 5 PLAN AND PROFILE — DALE STREET 6 PLAN AND PROFILE — DALE STREET 7 LIFT STATION DETAILS 8 PAVING AND DRAINAGE DETAILS 9 PAVING AND DRAINAGE DETAILS 10 WATER AND SEWER DETAILS 11 PARCEL MAP ROADWAY RIGHT—OF—WAY 12 PARCEL MAP ROADWAY RIGHT—OF—WAY 13 LEGAL DESCRIPTIONS 14 TOPOGRAPHIC SURVEY VOLUq@A COUNTY, FL. ZONE: DESCRIPTION: "A" AREAS 1OU—YEAR FLOOD; BASE ["LOOD ELEVATIONS AND FLOOD HAZARD FACTORS NOJ D�`'ERMINED "X" AREAS DETERMINED TO BE OUTSi;.. w"'J—YEAR FLOODPLAIN FLOOD ZONE MAP SCALE: 1" = 500' GENERAL NOTES: 1. ALL DISTURBED" AREAS SHALL BE SODDED OR SEEDED AND MULCHED. ALL DISTURBED ,","'-AS IN THE PARK AVENUE RIGHT—OF—WAY SHALL BE SODDED. 2. THE LOCATION OF EXISTING UTILITIES HAS BEEN OBTAINED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. THIS INFORMATION IS NOT GUARANTEED AND IT SHALL BE EACH CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT NATURE OF ALL UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND TO NOTIFY HARPSTER ENGINEERING & SURVEYING, AS TO DISCREPANCIES, IF ANY EXIST. 3. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE MOST RECENT EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. 4. THE LENGTH OF ALL DRAINAGE PIPES AND LOCATION OF ALL DRAINAGE STRUCTURES ARE APPROXIMATE. THE LOCATION OF THE DRAINAGE STRUCTURES SHALL DETERMINE THE LENGTH OF PIPE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN "AS —BUILT" SURVEY OF THE COMPLETED CONSTRUCTION. i r`-IE "AS —BUILT" SURVEY SHALL BE PREPARED IN ACCORDANCE �MTH APPROPRIATE GOVERNMENTAL REGULATIONS AND SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL LAND SURVEYOR. 6. THE CONTRACTOR SHALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS ON WHICH ALL FIELD CHANGES ARE TO BE SHOWN. THESE CHANGES ARE TO BE INCORPORATED IN THE "AS —BUILT" SURVEY FURNISHED TO THE ENGINEER. 7. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL REQUIRED PERMITS. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL RELEVANT PERMITS AVAILABLE ON THE JOB SITE AT ALL TIMES. 8. PRIOR TO COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE: APPROPRIATE ELECTRIC, TELEPHONE, GAS AND CABLE TELEMSION COMPANIES TO DETERMINE THE TYPE AND LOCATION OF ALL UNDERGROUND FACILITIES IN THE AREA OF CONSTRUCTION. 9. OPERATION AND MAINTENANCE OF THE STORMWATER SYSTEM WILL BE BY THE CITY OF EDGEWATER. 10. MAINTENANCE OF THE STORMWATER SYSTEM IS TO INCLUDE BIWEEKLY MOWING OF THE SIDE SLOPES FOR VEGETATION CONTROL AND QUARTERLY 1'14 SPECT10N /CLEANING OF CULVERTS AND CATCH BASINS. 11. SANITARY SEWER UTILITY CONSTRUCTION SHALL COMPLY WITH THE STANDARDS OF THE CITY OF EDGEWATER AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 12. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND ROADWAY TRAFFIC DESIGN STANDARDS, CURRENT EDITIONS AND COUNTY UI= VOLUSIA. 13. CONTRACTOR TO COORDINATE CONSTRUCTION WITH BILL BRADFORD AND Pe1eived GORDON JOHNSON, BELLSOUTH, 900 N. NOVA RD., DAYTONA BEACH, FL 32117 (904) 252-0775 AND (904) 252-7045 'JUL 31 2000 14. CONTRACTOR TO COORDINATE CONSTRUCTION WITH ERNIE PYLE, Ciy of Fidgewat SOUTH FLORIDA NATURAL GAS, 701 ELEANOR AVE., NEW SMYRNA Planning & Develop, BEACH, FL 32168 (904) 428-5721 15. CONTRACTOR TO COORDINATE CONSTRUCTION WITH JOHN BIERWORTH, FLORIDA POWER & LIGHT COMPANY, 3000 SPRUCE CREEK RD., PORT ORANGE, FL 321199 (904) 322-3442 16. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOLLOWING APPROVAL BY THE CONTRACTOR OF ALL PRE —CAST STRUCTURES AND MANUFACTURER'S PRODUCT DATA FOR STORM SEWER SYSTEM, POTABLE WATER SYSTEM, GRAVITY SEWER SYSTEM, LIFT STATION, AND FORCE MAIN. REVISIONS BY 1. PLAN AND PERMIT SUBMITTAL REVISIONS. SHL 2. 6/6/00 PER STJ COMMENTS SHL 3. 7/15/00 FINAL CONST. REVISIONS SHL Z V)W I- Z Q W 3::1-- Lij X 0 LW 0 F- W W W W o� W CJ -� Q 0 W W Cn ry W 0 U W w V) w Z z c;d J 0- w U) � w z Z O w m w� > w z Ww V) J W w ZVw w � -_ w Z_ Z >� r Z u QN W ED w� TN N 0 _I 5; 5; J 0 LL. f'� N �v W z=I LO0 w V) �C) OW�No 0. Z m - OON Q ma,, V) ZZ R w 3 Q z Z cr (p >- O X a� O C) r� Q 2 Q o 1-0 MLL0 DESIGN SHL CHECKED FMH DATE 2-15-00 SCALE AS SHOWN JOB N0: HES# 00-017 SHEET 1 OF 14 SHEETS REVISIONS BY 1, PLAN + PERMIT SUBMITTAL REVS, SHL 2, 6/5/00 PER STJ COMMENTS SHL 3, 7-15-00 FINAL ❑NST, REVISION SHL z a z o F- z W wz � w w o W 3 LLJ Li > LD W LLJ A W W A Col) J O Q � W ry W � Q > U A 0 Z ■ Z LLJ >� Qo� w Z o I � o CL cu F— C;d(�1 (3 Wu Z > w W r^1 � V J Lj Ld Q. _i z W ICI _Z >cc) Z (u Lr) Z w 3 (y) � W Li.J N ## A �- 1 W H W U Q = lLn LW W � cz u ou z ~'~ L7W^� (� Q ��op4 LLE— �°, Qw �� Z0LdZ Q Z "o 0 U =a (y)Q=�--q U d' A C _I DESIGN BYi SHL CHECKED] FMH DATE, 2-15-00 SCALEi 1" = 40' JOB NO, HES# 00-017 SHEET 2 OF 14 SHEETS VINYL SHEATHED EAW STEEL CABLE (9800 LBS. BREAKING STRENGTH) WITH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT) CLOSED CELL SOLID PLASTIC FOAM .L...E~ PVC CONNECTOR PIPE E FLOTATION \() (12 LBS. (METAL COLLAR REINFORCED) CLOSED CELL SOLID PLASTIC FOAM ,,,rF PER FT. BUOYANCY,� POLYPRO ROPE (-18 OZ. NYLON REINFORCED — 1 r8 18 OZ NYLON REINFORCED BREAKI G STRENGTH) PVC FABRIC (300 PSI TES� — VC PVC FABRIC (300 PSI STRESS PLATE GALVANIZED CHAIN TEST) V TEST) WITH LACING GROM GALVANIZED CHA ED C qHA D f=5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS). LL Ck D !-5' STD. (ADDITIONAL PANEL FOR DEPTHS 5). CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. c TWO(2) PANELS TO BE USED FOR DEPTHS GREATER THAN | � 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED FOR IN |N THE PLANS OR AS DETERMINED BY THE ENGINEER. NOTICE: COMPONENTS OF TYPES | AND || MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES | AND || SHALL BE AS \ | APPROVED BY THE ENGINEER. FLOATING TURBIDITY Al POST S: 2^ X 4^ OR MIN. D|A. M00D/ STEEL . 1.33 LBS/FT �|N.) � MAX.— ' �~ ` 18 0Z NYLON REINFORCED PVC FABRIC (300 PSI TEST) STAKED TURBIDITY BARRIER Flo 0 10 2'0 40 Anchor Bo|ma With 2 — 2" x 2" x 4' Sidewalk oto^no rnr oo/n. Ditch0 ��~=^ Ditch Curb 8c Gutter Curb & Gutter m�m�mm�m�m ' m�m�mm�m�m PARTIAL� INLET COMPLETED INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR ` SIMILAR STRUCTURES Type A Or B Fence I I I I I I I I T Note: Bales to be staked at th; direction of the Engineer. Loose Soil Placed By Shovel And Lightly Compacted Along Upstream Face Of Bales. BALES BACKED BY FENCE ��K�0� ��-� ��UU��lF�� CORP.�U-�K� o�^~vv o ��ox o�� PRODUCTS n ~� ��nxo SITE «~ #'s�� U � �� y��»� o �n�� STREET �� U NOT PART OF THIS CONSTRUCTION PROJECT n�~� n o�� n o��o� n ox��'mx~�� n NOTE: FLOATING TURBIDITY BARRIERS TO BE`PLACED UPSTREAM OF TING STING HEADWALL Ot W ST0RMWATER — + + WITH 48" RCP ON SOUTH SIDE OF PARK AVENUE. SEE "ROADWAY IMPROVEMENTS — m ]c »~ E>0��NQm' RETENTION POND �O ~^�' PARK AVENUE" SHEET �4 OF 14 FOR C) o DOS '~ , —, Ex|S| PVC [ER LINE ~ U^.0��|L� . EXACT LOCA�ON ^ »- / � ARE! TO Rr-14A.14 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING 4^X4^ TRENCH UP8LOPE ALONG TO THE POSTS, THE LINE OF POSTS. J. ATTACH THE FILTER FABRIC TO 4. BACKF|LL AND COMPACT THE WIRE FENCE AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FILTER FABRIC WIRE Ski I I M EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. .SILT FENCE CONSTRUCTION EXISTING TREE MVDIAMET[R IN INCHES ------u-----' EXIST. CONTOUR ~�r EXIST. ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE WB MAIL BOX 08 CATCH BASIN UQ UNDERGROUND WV WATER VALVE TEL TELEPHONE |NV INVERT E OVERHEAD ELECTRIC R) WATER MAIN CONC CONCRETE EXIST EXISTING FF FINISHED FLOOR TBW TEMPORARYBENCH MARK EXIST VEGETATION LINE R/W RIGHT OF WAY W.E. WATER ELEVATION DOS o DRAINAGE CONTROL STRUCTURE « F- RSE %� X�,Cl� I t SILT FENCE RqLRW PROPOSED CO C DRIVE N MITERED END SECTION ACCM UK) TH SHELL PARKING(NOT PART OF THIS PROJECT) AREA TO REMAD4 NATURAL PROPOSED 48" RCP PROPOSED 15* RCP POND #1—#6) OP WA HEAD' LL PI PROPOSED CONIC ETE I IL (TYPICAL OSED CLL PAR7- OF. POSED RETE—NT-10—N A —RE., —\3-- --RAP TAPPING (TO BE FILLED)IN, 7 —x PROPOSED RETENTIOP lfl` WOOD POLE AND-J;uy- On YAM DRNMY GATE VALVE FORCIE EXISTING ELECTRIC SERVICE BOX FM EQUALIZER PIPE WITH Ili 1 LIJ SHELL + EXI TING! U G F ECTF11C SrRVIj-E 7-� W (n U- lul I!; -,% I -- j STING FIR EXISTING CATCH BASIN TO BE RELOCATED OF -WAY UNE TO KW 8' SWrMy SE*014AIN NOTE: PLACE STAKED HAY BALES AND 0 FILTER FABRIC AROUND RELOCATED M X Z t A CATCH BASIN —TO REMAIN IN PLACE W DURING PARK AVE. CONSTRUCTION XIS G EXIST SANITW SEWEIR UK EXISTING PORTA PROD.CORP. SITE PROPOSED TOE OF SLOPE EXISTIN CAUSEWA �SWO�'EUNE CURRENT / ,~ STRUCTURE ALIGNMENT | NOTES 1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH. 2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. 3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUOT10N OPERATIONS. 5. FOR ADDITIONAL INFORMATION 3E[ 3EOT10N 104 OF THE STANDARD SPECIFICATIONS. ----- SHOR[ U ------ M|TS OF CONS7. LIMITS OF LINE L��D 0 PILE LOCATIONS DREDGE OR FILL AREA TURBIDITY / `�—aARmER3—'~ —~� --o� MOORING BUOYW/ANCHOR NOTE: ANCHOR TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS WAY BE EITHER FLOATING, OR STAKED TYPES «��^ 8�RR|ER MOVEMENT DUE OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE TO CURRENT ACTION CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER ) WILL GENERAL NOTES BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL 1 BE UNDER THE PAY | ESTABLISHED IN THE ' FLOATING TURBIDITYBARR|ERS ARE TO BE PAID ` PLANS FOR FLOATING TURBIDITY BARRIER AND/OR —` FOR UNDER THE CONTRACT UNIT PRICE STAKED TURBIDITY BARRIER. POSTS IN STAKED FOR FLOATING TURBIDITY BARRIER, LF. TURBIDITY BARRIERS TO BE INSTALLED IN VERTIOAL2. STAKED TURBIDITY BARRIERS ARE TO BE PAID POSITION UNLESS OTHERWISE DIRECTED BY THE FOR UNDER THE CONTRACT UNIT PRICE FOR ENGINEER. STAKED TURBIDITY BARRIER, LF' TURBIDITY BARRIER APPLICATIONS N.T.S. #5 REEAR DRIVEN ` (A"=" MESH ZIP 1 TREE 8A RRICA OE OE FA IL PRO UFT STATION 10.80 PROPOSED LIFT STATION .00, SILT FENO| EROSION CONTROL AND CONSTRUCTION SEQUENCING NOTES: 1. BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL ARE TO BE UTILIZED THROUGHOUT CONSTRUCTION. 2. SILT FENCE AND FLOATING TURBIDITY BARRIERS TO BE INSTALLED AND IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. EXCAVATE RETENTION PONDS AND INSTALL CATCH BASINS WITH EQUALIZER PIPES FOR MAIN SYSTEM IN DALE STREET (RETENTION AREAS #1—#8). 4. PLACE STAKED HAY BALES AROUND STRUCTURES IN EACH POND TO RETAIN SEDIMENT DURING EXCAVATION AND GRADING OF OTHER INTERCONNECTED PONDS. HAY BALES TO REMAIN IN PLACE IN EACH POND UNTIL POND IS SODDED. 5. INSTALL TWO 48^ R.C.P.'3 IN WESTERLY R—O—W OF DALE STREET. 6. EXCAVATE PROPOSED OUTFALL DITCH AND REL0CATE/EXTEND/1NSTALL ALL OTHER DRAINAGE PIPE ON SOUTH END OF DALE STREET 7. EXCAVATE REMAINING RETENTION PONDS AND INSTALL EQUALIZER PIPES (RETENTION AREA #7—#9 AND RETENTION AREA #8). 8. INSTALL HAY BALES FOR EQUALIZER PIPE IN PONDS #7—#0. g. INSTALL DRAINAGE CONTROL STRUCTURES, WE|RS, SKIMMER BOARDS' ETC. TO COMPLETE SYSTEM FOR POSITIVE 0UTFALL DURING REMAINDER OF CONSTRUCTION OF PROJECT. 10. PRIOR TO FINAL DRESSING/SODDING OF PONDS, REMOVE ANY SEDIMENT, S|LT, CONSTRUCTION OEBR|S, AND REPAIR ANY EROSION TO PONDS. 11. ALL EROSION CONTROL MEASURES TO REMAIN IN PLACE AND IN GOOD CONDITION UNTIL COMPLETION OF ALL CONSTRUCTION. REVISIONS BY 1. PLAN + PERMIT SHL SUBMITTAL REVS, . z 0 n U ��/ �_, Q� z Coe) z �U�U �� u� �� ~� � w�~ ��` o ��. n �U / �� U *�~ �� ~�~ ~~,^ � � �� -1 OL �j:�U �� U �� ~� �� ~~ �� ~�� U ~�� _� ��» » �K ��u w�~ �� _�� -j � �U �� ~�� u�U K�� U ~__ _�� U . u�� 1- 0 L U K~~� �� *" � �� ~ ~�� ~~� ��~ ' �� ~~~� ~�~ LU �� L U ~~ �.�. " U -1��« �~� ~� � w�U~ �� ~�� ~�� v �� ^� x �� UU^U w n�� Ld Z / �� ' �C CD �� m CL J �� ` n��) 0.~ C] ^ C� Ld L) ~ � �� °~ ^. °��" U"~ *�L�8 ~ L� U.R C� -- ��U :D �� Ld �� " L.Li LLJ Z �� 00 +� ~~ ~+ < ~+ z (U Ur) z LLJ (y) ~-4 (y ��U . U id �� D � _J Oj ++ ^~ ~� ~J CY) > �— | �� ++ ' ' �� ~ ~ < —[ In Ld U"U � -- �� —_ _ +� L] �� LIJ z :D �� CM �� LI j _J C3 Z (4 :D Z 0 LLJ z 0 _ LJ �� D . �� _— �� BEGIN OVERLAY STATION 0+00 �• e - - ; , - • WAI.01111 6" SOLID WHITE zi EXISTING SOUTHERN BELL FIBER OPTIC CABLE f EXISTING GAS �� ,,r' LINE TO EXIST TREE NEW RIGHT -OF WAY LINE r f REMAIN �, f TO REMAIN.,' D; R T ' t 10 1 RETE TION AREA 10 s f EXIST TREE TO = DOUBLE u 30 - s ; ,�--..,� � __ ✓-�N ,� j ,tip T GAS GAS t�STELv�..___ �GAS..�...=.��?P'':�.. �' L� x 105.00' 50' TAPER - 6' - 10' DOUBLE YELLOW ---� SKIP 35' EAST & WEST OF 0. MASSEY RANCH ROAD40 p EXIST ASPHALT APRON TO BE REMOVED 0 w U � a J EXIST w TELEF m BE RI z_o �m00 EXIST. z HEADI BE RE AjU;2: DRAINAGE CONTROL STRUCTURE #3 J7" " TC=10,00 IE= 7.20 "'AS // EXIST- R-O-W i in+r CONNECT TO TE1 EXISTING CONTOUR PROPOSED IN11TE RED END SECTION - PROPOSED SED CON T 0._iR MOPOSED ,NORM IN!..ET W/ I I� E -�► DIRECTION OF FLO'N M� B PROPOSED SPOT GRADE �•=�� EXISTING ELEVATION PROPOSED WAT�ERM� lkl AND VALVE FIRE HYDRANT PROPOSED SANH At�.,� SEWER LINE ,q, AND MANHOLE Q 4 END OVERLAY 3'X75' PEDESTRIAN ACCESS EASEMENT TO BE ACQUIRED BY COUNTY OF VOLUSIA FOR SIDEWALK RELOCATION. r- EXIST GAS LINE TO REMAIN. EXIST. THE TO REMA)N �n. t° A EXIST U.G. TELEPHONE MARKERS TO BE RELOCATED EXIST TREE\JO BE REMOVED, 6" SOLID WHITE � LANE LINE /�.M.....-.......�T.,. S .wry.-r...+.n_._.._..-i.-e_.+.+�. •Gf tS�••.+r.r DIP 3+00 r' - 1 �- N 6 240' DECELERATION LANE op- M w..-+.._,_..i T �E 7L- ........_-.._,.........__r_..._._..._-._...-_.--__-.__,_..-_-___.--_... ® 24" WIDE WHITE TRANSITION TO 4' EXIST. CONIC. EXIST THERMOPLASTIC WIDE SH LDER HEADWALL TO R-O-W EXIST MAIL BOXES ® REMOVE EXISTING END ENVIRONMENTAL STOP BA ®R- pOE OV L1; EASPHALT AT EXISTING 4" TO BE RELOCATED DRIVEWAY TO SOUTHERN BELL EXISTING GAS CURB ©R-O-W LINE NEW I` `_` .' MAIN TO REMAIN (TYPICAL) R-O- % , RIGHT-OF-WAY TELEPHONE !' LINE. CABLE p j LINE � �. { � ��, p I � � O� ' i �� ''`•� T' 6>' SOLID,,t `'. r (!�� t' i �\WH ITE EXIST POWER POLE 30"R1 1 1 ; , ' -Fr• f TRANSITI c7_ 1011 4' TO BE RELOCATED S PSI N { o � �r WIDE SHO' ' --�'` o i ,k'ti EXISTING - EXIST TREE X�T, t',� �` i r i .,�. �� I DRIVEW FTO BE REMOVED 6 SHOULDER .. 00 EAl 'AL't i OL S-IRUClURE �j'� f��`Fr' �• TC=10.00 �- .-�- i r') ,�.. to �, _ r 20 - _._ .. r . ti 1• - G AS GASlS ."'.nr.-+ 4l'"R..i i _.-.'......r^'� J ,.±.`! t f j✓` � ....._,_.....-.+.^'_"...� ..y-�'. � .w.v_.._r++.f+r+._.._s..r. .av ,...-.7„+.'.-i'tT: .s4'.: S_'Y=JL.:. l....;. _ ___ .-. ET TEL TEL N EXIST 1 1TE_ SOLID YELLOW RC, 4 - 2 WHITE DOTTED--- 3 4+00 LINE TURNING o _ _ -- _ _ 25 .� -•� 4+80.5a3 = t 6+00 18" SOLID YELLOW 10+00 I 045' 10' O.C. _ ��e.d_......,,.�..�.......,.-....:_i �� ;�� „„,. -- C'• '�!s fir'/:' ,._........, -•-...�.^_ �,..•..•-..-.�-,.....-.._ � -., <_ �` ..._...........�,.._.. � �. �iS r "t i l g t V z �� EX I S -' [(L" ^ ylK`_.. - ... , _.__ _ _. - _ �.� �..-_ - -_ �� _ _ .,,. _ _ _ • # Y £ M 1 I !i .�''. t-.,..y,a...,..._._................._.. it '� `� �r .�-.., ` �•` _�.-...._,. A �..-._...._.. TEL � � =' i �`" { ye a a �r 1 M �- M - tsrE ._.� TEL _ _ _ __,/. E /} /f�� , �[ ,ftf,{ __._.w.-_ . �-� E-XT !9 j( �-,P��f.{. ✓�•� 111 `^^ 3 , ro_ 6 +M FSY) . ..-..r.Py_""`--'��.. _ I -.. a�__... ........_.....-... i i T� ._ - _ _•.,_._+..v..w+; .fe_ L... �...«.....e.._w..� 11:.A l �.f 1. `S- +w•M"�.nw+...,.,,� _ �fai`-"� N I�€ _ ,f �._. 'l•�° _� _ 1Jf4_DEI? Cf ._ _ __ �_ _ _ "�. .� fx+� wv A �.�,�� _ C EX1S1 iv 4 l.J� ,...� _-- -. _._ __ - _ ___r.„. _, ..� .�-- ---'" �''. r 10?,. A FORM MAIN r'- -�`"" `-P r �`,� -� -� ~+ ! + ASP x .��--��-�-..�_.�.-'-��R.P.M. MONO -DIRECTIONAL END OVERLAY COLORLESS © 20' O.C. (TYPICAL) END OVERLAY- PARK AVENUE EXIST C.B. TO BE RELOCATED ADD 6 LF OF 18" RCP ® SOUP WHITE STRIPING TC _ 10.00 %- PER FDOT INDEX #301 END OVERLAY STA. 7+04.92 PARK AVENUE _...__ - ARE#°dT R ;�rV. _. M � � � _ _,_ _. _.. r _ •w - ." F... - ,� ► __ EL_ M _ ' A jj-t/+:.3.40 _ .-__.. TE^ ~ ( J -� �l CONs- 9 y .-.--aJt�~-/� �,, Cw�{V 1 A3 x �`` f.1• 6WALL �,. . �, ,tir, „ '" R.P.M. BI-DIRECTIONAL ,�-> I1��°' K.. � ,fie -� �, 6 GATE VALVE AND �' ' AMBER � 4 0' 0 . C . t f .....,.-a„...,...M.. Tl '� ' 'r It 1 EXISTING CATCH BASIN TO BE D- .12"x12"x6" TEE (ON a ` i- '� REMOVED AND REPLACE WITH �` (TYPICAL) {� �, A ; J D H F SOUTH SIDE) TO BE TYPE "J" JUNTION BOX x PROVIDED WITH" DIRECTIONAL DRILL ( CONST• UCTION OF PROPOSEQ 6 A 1 ;t E = 2.71 (N) 12 ;ORCEMAIN. FORCEMAIN UNDER . - �, 7.00 (W) CONTRACTOR TO PARKAVENUE I , CONNECT TO TEE. 155.00' _. 12" FORCEMAIN UNER CONSTRUCTION ./0 r5' HARPSTER ENGINEERING & SURVEYING, INC. CONSULTANTS, CIVIL ENGINEERS, SURVEYORS, PLANNERS 436 NORTH AVENUE GRANDVI W E , DAYTONA BEACH, FL, 32118 PHONE 904/253-3241 FAX 904/253-2502 COPYRIGHT 2000 LICENSE Bl SINESS #6351 1 ROADWAY CONSTRUCTION NOTES: 1. THE LOCATION OF EXISTING UTILITIES HAS BEEN OBTAINED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. THIS DATA IS NOT GUARANTEED, AND IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO DETERMINE THE EXACT LOCATION AND NATURE I'�i'�=4.C2' OF ALL UTILITIES AND NOTIFY THE ENGINEER AS TO DISCREPANCIES, IF ANY EXIST. EACH CONTRACTOR SHALL MAKE A FIELD INSPECTION OF - _ - -� EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. 2 EXISTING CONDITIONS WITHIN PARK AVENUE RIGHT-OF-WAY ARE TAKEN FROM SURVEY PERFORMED BY 3 DI FLORIDA, LLC DATED DECEMBER 2, 1999, AND SHOWN FOR INFORMATIONAL PURPOSED ONLY. ��%� .-•-----•�-�-��, �-•-••---�`F'�"M`"�"`"��"'��.^�-==� ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE IN CONFORMANCE WITH THE FLORIDA DEPARTMEN T OF TRANSPORTATION STANDARD OWE -` �"`"- " GAS �' GAS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND ROADWAY AND TRAFFIC DESIGN STANDARDS, CURRENT EDITIONS. !15 4. ALL WORK WITHIN THE PARK AVENUE RIGHT-OF-WAY SHALL BE IN CONFORMANCE WITH THE COUNTY OF VOLUSIA PERMITS FOR THE PROJECT. 5. ROADWAY SIGNAGE AND MARKINGS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION. 9 -=� T ®6. ALL TRAFFIC CONTROL SIGNS SHALL BE FABRICATED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES USING 3M BRAND SCOTCHLITE SHEETING HIGH INTENSITY GRADE SHEETING ON MINIMUM 0.080 GAUGE 5052-H38 ALLUMINUM BLANKS. ALL STOP SIGNS SHALL BE HIGH INTENSITY 30" OCTAGON INSTALLED ON 12 FT. LONG 3 LB/FT. "U" CHANNEL POSTS (RAIL STEEL ONLY) OR 3" x 12' ROUND ALUMINUM POSTS. "U" CHANNEL POSTS MAY BE USED FOR ALL SIGNS SMALLER THAN 36"x 48". ALL WARNING SIGNS SHALL BE 30"x 30". w ALL STREET NAME SIGNS SHALL BE 9 IN HEIGHT WITH 5 HIGH UPPER AND LOWER CASE WHITE LETTERS ON A GREEN BACKGROUND WITH I1rl�si-� .06 __.� _._ - A MINIMUM 30" LENGTH WITH 1 /2" OUTSIDE WHITE BORDER. ALL ROUND POSTS SHALL BE INSTALLED WITH ANCHOR PLATES TO PREVENT ! _.._�----- POST ROTATION. - If � .. �- �- � � tee-..- �-�-..,•-•_-�.�.:_:.,�-��--- �-�...._-- �..-::::..w �.-�..n.- :--._ w._.-- �:-�::.:_•-�-- :�- _-4 M 7. NON -APPLICABLE EXISTING ROADWAY SIGNAGE SHALL BE REMOVED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION 1 S S SPECIFICATIONS AND REGULATIONS. APPLICABLE EXISTING ROADWAY SIGNAGE SHALL BE RELOCATED IF REQUIRED FOR CONSTRUCTION. } B F10 FM} ��-- - 8. ALL PAVEMENT MARKINGS WITHIN THE RIGHT-OF-WAY SHALL BE THERMOPLASTIC. COLOR AND SIZE AS INDICATED ON DRAWINGS. � EXISTING 5' SIDEWALK -�� 9. PAVEMENT MARKING LAYOUT SHALL BE PERFORMED BY THE CONTRACTOR AND APPROVED IN THE FIELD BY THE COUNTY OF VOLUSIA PRIOR � TO PLACEMENT. _ 10. RAISED PAVEMENT MARKERS (R.P.M.) SHALL BE INSTALLED ON PARK AVENUE FROM BEGINNING OF PROJECT TO END OF PROJECT AS r INDICATED ON FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD INDEX NUMBER 17352. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC DURING CONSTRUCTION AT ALL TIMES AS APPROVED BY THE COUNTY ` Ct� OF VOLUSIA AND CITY OF EDGEWATER. MAINTENANCE OF TRAFFIC TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION I STANDARD INDEX #606. OD 12. ALL DISTURBED AREAS WITHIN THE PARK AVENUE RIGHT-OF-WAY SHALL BE SODDED. INVV�'��/ i 13. WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE VERTICAL SAW CUT PRIOR TO PLACEMENT OF THE PROPOSED. 14, PROPOSED RIGHT AND LEFT TURN ARROWS SHALL BE WHITE, DALE STREET PARK AVENUE ROAD) i s l 3. 7/15/00 FINAL CONSTRUCTION REVISIONS SHL 2. 6/6/00 PER SJRWMD COMMENTS SHL 1. 5/5/00 PLAN AND PERMIT SUBMITTAL REVISIONS SHL REV # DATE A qAY IMPROVEMENTS IGNME REVISION I BY DESIGN BYi SHL CHECKEDi FMH DATE, 2-15-00 SCALEi 1" = 20' JOB NOi HES#00-017 SHEET OF 14 SHEETS x V) rn C) N s.. - i'nNxYm 7 < )Om�r �o---Imm W � ODD 03 O Z ,l rzc� p DO D Z D n r T r �r 12 10 6 4 2 0 io+oo LEG-E-ND 11 +00 EXISTING CONTOUR PROPOSED 1.41 TERED END SEC-11 014 --28__...—.._. PROPOSED CONTOUR ��`�- PROPOSED STORE INLET '�t;�PIPE �,► DRAINAGE FLOW lux, PROPOSED SPOT GRADE .e PROPOSED �IATERMAIN AND VALVE EMI S]IN(3' ELEVATION PROPOSED SANITARY SEWER LINE FIRE HYDRANT AND kiANK)LE 12+00 3. 7/15/00 FINAL CONSTRUCTION REVISIONS 2. 6/6/00 PER SJRWMD COMMENTS 1. 5/5/00 PLAN AND PERMIT SUBMITTAL REVISIONS REV # DATE REVISION ��_ ■ 0_ - 1111111111140 T I PROM » } p d -. -- WATER Mrilill ll 4 .0 2 0 -2 13+00 14+00 15+00 16+00 DESIGN BYi SHL HARPSTER ENGINEERING & SURVEYING,INC. FMH DATEi CONSULTANTS, CIVIL ENGINEERS, SURVEYORS, PLANNERS DALE STREET EXTENSION 2-15-00 INI SCALE, SHL 436 NORTH GRANDVIEW AVENUE, 20' V-I'=2' i H-1' = JOB N❑i SHL DAYTONA BEACH, FL, 32118 HES#00-017 SHL PHONE 904/253-3241 �, SHEET FAXi 904/253-2502 IR PLAN AND PROFILE- SOUTH BY C❑PYRIGHT 2000 LICENSE BUSINESS #6351 5 OF 14 SHEETS EXISTING 6" SANITARY SEWER / �~ SERVICE TO RIGHT-OF-WAY LINE. ®CONTRACTOR TO CONNECT EXISTING SERVICE FROM RIGHT-OF-WAY LINE TO NEW 8" SANITARY SEWER MAIN. -� APPROXIMATE LOCATION OF ® PROPOSED SOUTHERN BELL END ASPHA T TELEPHONE CABLES. , o� PAVEMENT ADD #4 REBAR-GRADE 40 �'- r - , ;x f r`` r• f''r '�`L f (THIS PROJ CT) STOP SIGN ®3"O.C. MINIMUM LAP 20" 7.� mow' '�'..''� �-✓�� yy`^ � 4^w•../� � `1w''`y" �y � �'~\..^ !f! �.,! �'`�. / l�„ f {�`^•y� /��-� , 4` r•_r". (BY OTHERS) TO ENVIRONMENTAL CURB AR M.H.#2.. AT DRIVING AISLES ONLY �APPROXIMATE LOCATION ® Oo TC = 10.3 !; STUB & PLUG PROPOSED SOUTHERN IE - 2.40 S_TEL ELL TELEPHONE CABLES a '` IE = 2.30 N - AQ o, �� ,�, NE WAY & ' ` TOP SIGN -`� (BY OTHERS) `4. lb INLET C-4 e - --. RETENTION AREA # 4 ��, �x TC= 8.00�°^� TEL ' —� - _ __ �� ' 1a �' I ICI IE= 5.50 / -,A1_ Cb - - W 12 SQUARE 104 " g 4 SHOULDER X O� FL-15 RCP '�o ' -ice (1 . 4 ,17+00 —11 .• , , 68 LF- 5 RCP • [� y K 4.. " EXISTING FIRE HYDRANT, \``w� „ , ' w" -- ,r�"�„►� , -~ " 7i _,- O°�° ® EXISTING 12 PVC ATERMAIN �00 - ,� 18+ ,�;� /0OLF 8"PVC® -- -- - - - „ - - -— — — — — — — - O — w "----------�— ------------- - ------ -'� " �'w M1~.,... `^•_.�,..,.t,,.,_."s..w..w�`',..... .-,...f��._.,.-......��\�1 ~ ..f..,a: R '''"` ;%"......'�' l` `';......r'�'w.,,.�`' • P�•` •,,:! _ 4,,.,„,.•' EXISTING OVERHEAD UTILITIES - - GUY� W i r. +.ww...._-., , 4-.L.....-.:%.F•..++.w—,-..,......�_,......-.,o...._.e....... w....e....,.,. _ ......� ...�_. .. 4— �_w.-,-.•.--•. IN 4 ,1 F . •• • ,•1 f• ' Y %� 4 E 4S 0 , �'�' O �h TION EXISTING TYP Q. 104 LF/1 "RCP °�' ®OF EXISTING SOUTHER Nr,�.=' _ Cb BELL TELEPHONE LINE (TYP) -TO BE -/Y ELOCATED EXISTING tRETENTION AREA # 3 �1 PROPOSED 6" PV FORCE MAI I END ENVIRONMENTAL CURB - ® EXISTING AT R-O-W LINE SOUTHERN BELL cb EXISTING IE= 5 50 I -IRS WATER SAMPLING - TELEPHONE LINE -r----- _____ -------- EDGE OF PAVEMENT W 12_ SQUARE POINT #2 --------------------------BOX OUfi 9b'fTd1v��---------------------- SAW CUT & --w� . MATCH E '` IST.'`� PAVEMEN h?a• -. I � ASPHALT LLJ 9, X PROPOSED CONCRETE AISLE WAY EXISTING 2" 'WATER SERVICE o CONNECTION TO PORTA (NOT PART OF THIS PROJECT) PRODUCTS BUILDING PROPOSED SHELLhARKING'' LOT S (NOT PART OF THIS PROJ R ` ECT) GATE v n lx.-..- X 1 s I I , l /,_ EXIST.I SANITARI SEWER LIME .-'OPME BUILDIN6__ _ _ - K �• TC= 8.00 _i IE= 5.50 104 LF _ 15" RCP W 12 SQUARE END ENVIRONMENTAL CURB - ------ ; BOX OUT BOTTOI, -M_ AND SHOULDER AT R-O-W LINE EXISTING 6" SANITARY SEWER SERVICE SAW CUT AND-/ TO RIGHT-OF-WAY LINE. CONTRACTOR TO MATCH EXIST. CONNECT EXISTING SERVICE FROM RIGHT- OF-WAY LINE TO NEW 8" SANITARY SEWERMAIN PAVEMENT DALE STRI' I I - EXIST. S�,NITARY SEWER LINE TO EXIST. DFAINFIELD ' s em 4�1 PROPOSED �.__._. CONCRETE AISLE WAY (NOT PART OF THIS PROJECT) PROSED .SH (NOT PART ELF PARKING LOT - /, OF THIS PR p NATURAL. EXISTING CONTOUR PROPOSED MITERED END _,EGT!ON ---28--- PROPOSED CONTOUR ��.� PROPOSED `II)RM INLET ;N/PIPE —EXISTING 8" WATER SERVICE CONNECTION PORTA PRODUCTS DRAINAGE' FLOW ffm PROPOSED SPOT GRADE TO x BUILDING #2 20 (BY OTHERS) EX3STllMG ELEVATION PROPOSED WATwI:MAIN AND NAIVE PROPOSED SANITARYSEWER LIME � PR POSED SANITARY S .'DER SERVICE Earl''ID MANHOLE FIRS., H'fDRANT .-• �r�, s PROPOSED SCREED "• HT EROSION G()NTROL SIL., FENCE I" DOUBLE STRAP TAPPING � �cL. I SADDLE (WET TAP ALLOWED) if 0o ADD #4 REBAR-GRAD 40 1 ;' ENVIRON AREA # 1 ° EXISTING y` �ry ®3"O.C. MINIMUM-P 2' C 'b FIRE HYDRANT TO ENVIRONMENTAL CURB l -�q R 10.00' AT DF>KQ� AISLES ONLYlb /! ch ,f END SHOULDER -__----__----_ �' ®R 0 W LINE --- (TYPIC L) wXi,TING -r 20+00 SLEEVE & VALvE_ o, ;• O° END SHOULDER 0 R-O-W LINE _ - +o / Fifs' {CN- -_'_ _ - / •V 22+00 0. - -- ----_ __ __ M 375LF-g'PVC ® O �� 1 3" IAL6"� J. O--_______ _ _ .. q 0.4p LN ®EXISTING 6"�- i ,1 OAK SERVICE Tp SANITARY SEWER �;� `� ` s w_ �� "� a• ,-CONTRACTOR T ,.�.._-LINE� a �. a �1 SERVICE0 LINFRpM RIGHT- EXIST qG TO ANITAT OF SECT) �� -'` MA1N: _NEWS RY SEWER INLET C-3 I•• / y Fry ,�' r'' ,r`t ,f q it .% `" " TC= 8.00 IE= 5.50 12 SQUARE �� ! �r �� ` r EXITING 12"/PVC WA7PMAIN ' D E °° lob K, -ENTION R!,r '' t ENV OULDER N CURB 0 TYPIC o, o, , ---'--"—EXIST. --" RE7 E (j ") LI -_' E XIST.( T VE) E TATfcON - NTION AREA # Z �� 11 YPINLEI "vim lcp TC= 8,00 IE= 5.50 Ot�1,, , I • W 12 SQUARE NEW R o r ;! E BOX OUT BOTTOM RIGHT �,-.-==-- �. OF WAY LINE PROPOSED 6" PVC FOR CE MAIN O80 RIGHT-OF-WAY ct 9 • . 4 LIFT STATION TC = 10.80 IE _ (-)7.15 EXIST. 2" BLOW -OFF -- -� HP,S VVATE=R SAMPLING x rn v . 1 h U POINT Ah LI 0 71 �� PLUG 0 IE (-) 6.70 30L _ „PVC@O.4q ' 'I2" iPALM�' f o tt- - o ' © M.H.#3 (EPDXY LINED) c� TC = 11.80 a' IE=0.77S ZI co IE_6.84N J IE =N6.94 E PROPOSED 1 " WATER SERVIC Ct l� PROPOSED LIFT STATION PARCEL TO BE DEEDED TO Q THE CITY OF EDGEWATER (SEE LIFT STATION DETAIL SHEET FOR LIFT STATION n SITE PLAN) 30.00p - N, FOR —-12 12 _ � .- t` L — . 11 ^ W o.72% m co 00 VIP 10 .__-..- _ .. — -_- -' o — O 10 _ _ EXISI. In a U � o � 8 - o - 8 54' VERTICAL CURVE 6 - 6 1590 (EAST OF Tt6 4 4 2 2 0 0 PVC -TURNDOWN _ 28" DROV�_ — 2 —4SOUTH —4 CONN CTIO INVERT TO HAVE---- __ELllIRF " N 1-6 lNVJ'-`)t,94►_ a I , _j b+uu -I i+uu 'I b+uu 19+uo 2-u+uu 21 +uu 22+00 22+27.71 3. 7/15/00 FINAL CONSTRUCTION REVISIONS SHL NARPSTER ENGINEERING & SURVEYING, INC. CONSULTANTS, CIVIL ENGINEERS, SURVEYORS, PLANNERS . r� .' 436 NORTH GRANDVIEW AVENUE, DAYTONA BEACH, FL, 32118 V PHONE 904/253-3241 --- FAXi 904/253-2502 LICENSE BUSINESS #6351 COPYRIGHT 2000 "` DALE STREET EXTENSION DESIGN Y' JOB NO, HES#00-017 2. 6/6/00 PER SJRWMD COMMENTS SHL CHECKED FMH SHEET 6 OF 14 SHEETS 1. 5/5/00 PLAN AND PERMIT SUBMITTAL REVISIONS SHL PLAN AND PROFILE- DATEi 2-15-00 REV # DATE REVISION TBY H-i' = 20' V-1'=2' 3" GALV. PIPE SUPPORTS (2 REQUIRED) MAIN SERVICE ENTRANCE & o DISCONNECT 0 E METER - LIGHTNING ARRESTOR AHEAD OF CONTROL PANEL 1" WATER SERVICE W/ HOSE BIB AND REDUCED PRESSURE BACKFLOW PREVENTER LIQUID LEVEL CONTROL CABLES TO BE IN ONE • CONDUIT PUMP POWER CABLES TO BE IN SEPARATE 3 • • CONDUIT 304 S.S. DUAL GUIDE RAILS (2 PER PUMP)AS REQUIRED BY PUMP MFR. 1 1/4" DIA. PIPE PROVIDE RAM-NFK OR EQUAL TO SEAL JOINTS LIQUID LEVEL SENSORS AS REQUIRED INV. EL = (-) 7.15 ,,-ALARM LIGHT ALARM BELL CONTROL PANEL NEMA 3R, 304 STAINLESS STEEL BY QCI, APOPKA, FL. EMERGENCY POWER RECEPTACLE (COORDINATE WITH CITY OF EDGEWATER TO PROVIDE RECEPTACLE COMPATIBLE WITH EXISTING STANDBY GENERATOR EQUIPMENT) FLANGED COUPLING ALUMINUM VALVE VAULT COVER RECESSED HASP & RECESSED PADLOCK W/ LOCK -SEAL-OFF VENT WITH S.S. BUGSCREEN 4" W/EXPLOSION RESISTANT CO POUND ) ALUMINUM HATCH COVE ELEV. 10.50 Q o a O a ° o o ° u �o • EXIST GRADE 9.5+/- 'L'• 4" CHECK • • VALVE 4 10 4" PLUG ° o ° o '1 2 VALVE , 2„ 30 MIN. a o� o 4 c • 8" a o ; : Z MI P O WE • • 0 5 o CABLE 6 SDR 26 PVC F.M. FOR CONTINUATION o • • • o �• • � ° • �• ° • • • SEE SITE PLAN. ° FLOOR DRAIN 4 ° W/DEEP TRAP ILD (2" PVC) o a POURED CONCRETE FLOOR SUPPORT VALVES AS REQUIRED TO ELIMINATE LOAD ON i i I ° AUDIBLE ALARM &ALARM LIGHT ELEV f-)FORCE MAIN. 4 ,,,, �, ...� .... - _. , . - -- 1 FLANGED COUPLING LAG SEQUENCE gL ELEV (-) 12.00 GRAVEL �304 S.S. ANCHOR AS REQUIRED BY PUMP MANUFACTURER SECTION A A NOT TO SCALE GENERAL NOTES: I. PUMPS SHALL BE FLYGT MODEL CP 3127 WITH 485 IMPELLER, 1750 RPM, 10 HP, 230 V, 30r, CAPABLE OF DELIVERING 180 GPM 0 45 T.D.H. CONTRACTOR SHALL VERIFY AVAILABLE ELECTRICAL SUPPLY WITH POWER COMPANY PRIOR TO ORDERING PUMP OR CONTROLS. IF VOLTAGE AND PHASE SPECIFIED ABOVE ARE NOT AVAILABLE, CONTACT OWNER AND ENGINEER FOR REVISED PUMP ELECTRICAL CHARACTERISTICS. ® 2. WET WELL AND VALVE VAULT SHALL BE COATED INSIDE WITH AGRU SURE GRIP OR FIBERGLASS PROTECTIVE LINER. 3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. 4. VALVE VAULT AND ACCESS COVERS SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE 5. VALVE VAULT SHALL HAVE SEALED FLOOR W/DRAIN TO WET WELL - TRAP REQUIRED. 6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON -SHRUNK GROUT. 7. PUMP LIFTING DEVICE SHALL BE GRIP -EYE 304 SS CHAIN, OR 304 SS LIFTING CABLE. 8. THERE SHALL BE NO ELECTRICAL JUNCTION BOXES IN WET WELL OR VALVE VAULT. 9. CHECK VALVES SHALL BE FLYGT (OR EQUAL) OR OUTSIDE WEIGHT & LEVER. 10. WET WELL & VALVE VAULT COVERS SHALL BE ALUMINUM WITH 304S.S. HARDWARE, AS RECOMMENDED AND REQUIRED BY PUMP MANUFACTURER(LOADING 300 PSF). 11. CONTROL PANEL SHALL BE AS MANUFACTURED BY QCI, APOKA, FL. 12. WET WELL DIAMETER SHALL BE 6' NOMINAL. 13. ACCESS HATCH DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE PUMPING EQUIPMENT, PIPING AND CONCRETE STRUCTURES TO ENSURE ADEQUATE ACCESS OPENINGS FOR INSTALLATION, OPERATION AND MAINTENANCE OF ALL EQUIPMENT. 14. FURNISH AND INSTALL GENERATOR RECEPTACLE COMPATABLE WITH CITY OF EDGEWATER EQUIPMENT. 24" (SEE GEN. NOTE f1 f A o N pCE7) i 8" SDR 35 PVC i N INV. ELm16.91 2 cce a o ° v v ° OUTLINE OF ACCESS OPENING CONTROL PANEL 0 0 MAIN SERVICE DISCONNECT MEIER CABLE HOLDER ° Xc v -6" F I FLOOR DRAIN FLG'D COUPLING 1 4" EPDXY LINED D.I.P. SEAL WET WELL PIPE PENETRATIONS WITH LINK SEALS 6" 0 A 6" CAPPED NIPPLE AND VALVE FOR PRESSURE GAUGE PRESSURE GAUGE BY CONTRA (2 IREWD) �II,c7lll'nll� 0 4 f o 4" PLUG VALVE VALVE VAULT PLAN NOT TO SCALE 6" TYP. `- RESTRAIN ALL JOINTS TO WITHIN 40OF PUMP STATION OUTLINE OF ACCESS OPENING NOTE: ALL PIPING WITHIN VALVE VAULT SHALL BE D.I.P. 6" THICK DOT #56 20► COARSE AGGREGATE ON STABILIZED BASE. CHAIN -LINK F�(2) CHAIN -LINK FENCE 6'-0" SWING GATES LOCK TO BE PROVIDED /-BY THE CITY OF EDGEWATER. , CITY OF EDGEWATER UFT STATION REQUIREMENTS.- 1. AUXILIARY POWER CONNECTION SHALL BE 100 AMP THREE POLE, MALE, THREE PHASE SERVICE E POLE WITH LIGHTING d� HUBBELL #410089W ARRESTOR AND OVERHEAD LIGHT (TO BE INSTALLED WETWELL Lo STABILIZED SEE DALE STREET PLANS FOR CONTINUATION OF BY F.P.& L. THREE PHASE POWER WILL BE VALVE VAULT ACCESS DRIVE STABILIZED ACCESS ROAD 2. PUMP STATION MUST HAVE ACCESS AT ALL TIMES FOR CITY MAINTENANCE PROVIDED BY F.P.& L. FOR VEHICLES. o CONNECTION OF THE LIFT STATION M 3. HAND - (ON -OFF) - AUTOMATIC SWITCHES ON ALL PUMPS. CONTROL PANEL BY THE UTILITY CONTRACTORS ELECTRICIAN. HINGED SID E 4. MANUAL - (ON -OFF) - SWITCH ON ALL ALTERNATORS. CONTROL 5. ONE ELAPSED TIME METER FOR EACH PUMP. PANEL 1 "POLYETHYLENE, 200 P.S.I. (SDR-9) 6. 120 VOLT RECEPTACLE INSIDE CONTROL BOX. WATTS 900 SERIES (OR EQUAL) 7. 3 PHASE CURRENT (WILL NOT ACCEPT ADD A PHASE OR CAPACITOR PHASE BACKFLOW PREVENTOR CHANGERS) t2v v v x x 8. ALIGNMENT ON GUIDE PIPES (NOT TOUCHING PUMP GUIDE WHEN PUMP IS SEATED). x x 9. CHECK LIQUID LEVEL SENSOR OR FLOAT SWITCH OPERATION. 1 "HOSE BIBB 10. LIQUID FILLED PRESSURE GAUGE ON FORCE MAIN. MOUNT RISER TO 4"X4" WOLMANIZED PRESSURE TREATED POST. 11. WILL NOT ACCEPT 120 VOLT TO FLOAT SWITCHES, AND MUST BE TRANSFORMER ISOLATED-24 VOLT MAX. ALL CONNECTIONS MUST TERMINATE IN CONTROL PANEL OUTSIDE OF WET WELL. 12. AS-BUILTS ON UNDERGROUND POWER SERVICE IF NOT INSTALLED BY F.P.&L. LIFT STATION TO BE 13. CONTRACTOR TO PROVIDE APPROVED LIFT STATION MANUALS, SHOP DRAWINGS, ETC. MAINTAINED BY THE CITY OF EDGEWATER d ' , TO CITY OF EDGEWATER. ACQUIRE MASTER LOCK 14. KNIFE SWITCH DISCONNECT BETWEEN F.P.&L. AND LIFT STATION CONTROL PANEL. FOR GATE FROM THE 15• "SQUEEGIE" CLEANER FOR LIFT STATION FLOAT LINES CITY OF EDGEWATER MINIMUM 4" CLEAN SHELL TO BE PROVIDED BY CONTRACTOR. 6" STABILIZED SUBGRADE TO . WETWELL COVER T4 HAVE RECESSED HASP AND LOCK. 40 LBR AND COMPACTED TO LOCK TO BE PROVIDED BY CITY OF EDGEWATER. 98� AASHTO T-180, MIN. ® 17. ALL CONDUIT FROM THE WETWELL TO THE ELETRICAL CONTROL PANEL SHALL HAVE SEAL -OFF WITH EXPLOSIVE RESISTANT COMPOUND. STABILIZED LIFT STATION ACCESS ® 18. ALL HARDWARE IN WETWELL AND VALVE BOX SHALL BE N.T.S. 304 STAINLESS STEEL OR BETTER. ® 19. ALL FORCE MAIN PIPING SHALL BE EPDXY LINED. 1 "HOSE 8189 W/VACUUM BREAKER 1" 90' ELBOW 1" GALVANIZED STEEL PIPE TREA'TAEDZED PRESSURE 4 X 4 1" WATT SERVICE DETAIL NOT TO SCALE REVISIONS BY I PLAN AND PERMIT SUBMITTAL REVS SHL 3. 7/15/00 FINAL CON2T. REVISIONS SHL _O V) V) Z W W Q Q x W 3:: LL! Q W O � Z W W O Ld O LL ~ Q 0V V) LJJ J ~' <C LL_ U � J • V '- ■ Z Z W Of UW � Z o Z N Q I- 8d CL 0 .► 95 Ix O 0 v Z >- Ld W� Ld w Ww Z o� �.. W W 00 z > Z Q W W W N(o J 5; �> tnW�� U Q 3:W Lij QC U N UJ � W V) Z zm0::) Q h- c) m �- oC Q i� z00LiV az co0W =O IoQ=0 U d-m0-J DESIGN BY: SHL CHECKED: FM H DATE: 2-15-00 SCALE: AS NOTED JOB N0: HES# 00-017 SHEET 7 OF 14 SHEETS MkICKICInnle Anlrn nl IAKITITIG'C MENNEN 0 � inimiwaleA"p mtANNwx Bill �i•]�ib�littttt iii►��ii[tk 11i1 !■i>��il� .. t� ii)�SI■i»ittt�k� �l�i�ttttttt iz]it��fiE'�ji�itY] -t�'ii1� � • iiliillr��17■�h'YiiY�3li�ii�'��il�iiil��f��S�� ti;•� �lliK112i iwftflt NPAg_i Minim 1111111ULINiiNIIMI 1111111HPLI iiL�i��iil:l� ]�iL•IIt S■its ]ii6i tl!lLli i �tttt�fl•i�i� .. _ tt�itttt�Q�]fittttt��it'��ii:��fl��itlii3lit►�k�lii>i<��ii[X��kyiil�iii�itttttt�lit��t��il�i�tttttELl�il•�� f li t[�]fi ■�� il�1i ■ita� i1�� tii�']i ti�� IifAl�i iL�:l� ��1 �3:b�il� ti6�i ice■ �i�i �►!�i � �� tsi� i•� t�! i.�9ii►JG`llittiI ]�it�]i :: it�tttttt�iittttttSlr�iL•��I�ti mixlii6:i�iLii'ii�Fs:��t3�� liE]a:i�ii■iE'l�jilr�illl�t�■i�� , • �, i� . � � �1�1��i��ili3;il�i�>i�ls�li�.�ltttt�� r � �tltr� tti itttit l]�it�l-�i hYi !iilli ti �Nt*21=E-AM;M MIA l■ttttttlti _ tt<T�liEiC��itr[�1lrti� if�li i ii� 3 :]it itC i'itft3M- W_k l AE9!"- Kk Sod I _ 1' _I Beveled Or Round Conners - - 's' \ Ui CROSS BARS NOT SHOWN FOR CLARITY - SEE NO BELOW mW o uiio ?a a '1n Concrete Slab, W F Thick, in Sod ' Reinforced With WWF 6x6-WI.4xWl.4 t- SSad TOP VIEW -SINGLE PIPE Slope es NOTE. CROFORSS BAR ALL M.E.S.AGREATER THAN 24" IN PROVIDED General Noteg Nos• A DIAMETER IN ACCORDANCE WITH DESIGN 3" Or 1 2 C FDOT ROADWAY AND Deepen Around Outside ` STANDARDS, INDEX N0. 273 Edge Of Pipe For SI 4r B or ?;1 0 Concrete Pipe \ Connect Soddl Not Leas Than o No Pipe Joint Permitted Bar as A roved B The Engineer �- L E SECTION MITERED END SECTION DETAIL 1" TYPE FC-4 OVERLAY EXISTING PAVEMENT EXISTING PAVEMENT 10' 10, SLOPE TO MATCH - EXISTING (TYP) (1 /4"/FT. MIN.) 1 1/2" TYPE S-1 A.C.S.C. (TYP) -J 8" LIMEROCK BASE COMPACTED TO 98% MAX. DRY DENSITY OF AASHTO T-180 MIN. CONSTRUCTED IN TWO LIFTS 12" SUB -BASE STABILIZED TO 40 LBR & COMPACTED TO_/ 98% OF AASHTO T-180 (TYP) 6" STABLIZED SHOULDER TO 40 LBR & COMPACTED TO 98% OF AASHTO T-180 (TYP) TYP. SECTION THRU PARK AVENUE Y TP„ RAD. 3/4"/FT. co SUBBASE 6" 1' 2' ENVIRONMENTAL CURB N.T.S. 80' RIGHT-OF-WAY Side Ditch Grade,, -40 " 5' Sod *Slope: 4:1 Miter. To I Pippe For ,Wipes 18" And Smaller. 2:1 For Pipea 24 And Larger. 2:1 Miter: To I Pipe For Pipes 18" And Smaller. 1:1 For Pipes 24" And Larger. MIN. 6' SHOULDER 0 TURN LANES MIN. 8' SHOULDER 0 THROUGH LANES VARIES ADD'L PAVEMENT (3/4"/FT. MIN.) r///777..' • .... NOTE: SURFACE LEVELING OF THE EXISTING PAVEMENT WILL BE REQUIRED PRIOR TO THE FINAL SURVACE OVERLAY. -• -• --, C IV FT. 1-1/2" TYPE S-III ACSC 8" SOIL CEMENT BASE COURSE (350 P.S.I. 0 28 DAYS), COMPACTED TO MIN. 98% AASHTO T-180 OR CRUSHED CONCRETE 6" SUBBASE, STABILIZED TO 40 LBR, AND COMPACTED TO MIN. 98% MAX. DRY DENSITY AASHTO T-180 (STABILIZATION MATERIAL TO BE SOIL CEMENT) 6" STABILIZED SHOULDER, STABILIZED TO 40 LBR, COMPACTED TO MIN. 98% MAX. DRY DENSITY PER AASHTO T-180 (STABILIZED MATERIAL TO BE SOIL CEMENT) ALTERNATE: LIMEROCK OR RECYCLED ASPHALT BASECOURSE AND STABILIZATION MAY BE SUBSTITUTED FOR SOIL -CEMENT OR CRUSHED CONCRETE MATERIALS PENDING APPROVAL BY CITY OF EDGEWATER. TYPICAL 80' R/W ROADWAY SECTION - DALE STREET N.T.S. I<� TOP OF BANK ELEV. (SEE PLAN) -SOD SOD OR SEED SOD & MULCH S �opE I I III. BOTTOM EL. _ (SEE PLAN) _ _ •-'li-llll�iil � __ ____ _ � III�IIII-1'' =III-1 l l-III-III-III-III. TYPICAL SECTION THRU RETENTION AREAS N.T.S. PAVING NOTES: 1. TESTS FOR SUBGRADE BEARING AND COMPACTION, BASE TESTING FOR MOISTURE CONTENT AND COMPACTION, AND DENSITY TESTS OF ASPHALT SHALL BE LOCATED NOT MORE THAN 300 FEET APART AND SHALL BE STAGGERED LEFT, RIGHT, AND CENTER OF ROAD PAVEMENT. 2. THE MIX DESIGN SHALL BE SUBMITTED TO THE CITY OF EDGEWATER THREE WEEKS PRIOR TO CONSTRUCTION. 3. CEMENT DELIVERY TICKETS SHALL BE SUBMITTED TO THE CITY OF EDGEWATER. 4. THE CONTRACTOR SHALL SUBMIT THE ASPHALT MIX DESIGN TO THE CITY OF EDGEWATER FOR ADVANCE APPROVAL. 5. CONCRETE CURBS SHALL HAVE A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2500 P.S.I. 6. "X" MARK ON CURB SHALL SHALL INDICATE WATER DISTRIBUTION VALVE LOCATION. "V" MARK ON CURB SHALL INDICATE SEWER SERVICE LOCATION. "T" MARK ON CURB SHALL INDICATE RECLAIMED WATER SERVICE LOCATION. 7. ALL DISTURBED AREAS TO BE SODDED OR GRASSED & MULCHED. 8. COMPACTION TESTS TO BE TAKEN AT POINTS [1] FOOT ABOVE PIPE AND AT [2] FOOT VERTICAL INTERVALS TO FINISH GRADE AT HORIZONTAL SPACING OF 300 FEET. 9. CONTRACTOR TO PAINT STOP BARS PER FDOT REQUIREMENTS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF STREET SIGNS AND TRAFFIC CONTROL DEVICES. 11. ALL SIGNAGE AND PAVEMENT MARKINGS IN PARK AVENUE PER FDOT AND COUNTY OF VOLUSIA REQUIREMENTS. 11. ALL SIGNAGE AND PAVEMENT MARKINGS IN DALE STREET PER FDOT AND CITY OF EDGEWATER REQUIREMENTS. �f- STREET NAME SIGN STREET NAME STOP 30" R,-' 12'-3 LB/FT, "U" CHANNEL POST (RAIL STEEL ONLY) OR ROUND ALUMINUM POST M NOTE: STREET NAME SIGNS SHALL BE 9" IN HT. W/5" HIGH UPPER AND LOWER CASE LETTERS ON A GREEN BACKGROUND, W/ BACK OF CURB-1 30" MIN. LENGTH OF GUTTER ►emu + � � � � , INLET PIPE WEIR WEIR TOP BOTTOM TOP OF BOTTOM DCS# TC TYPE SIZE IE WIDTH ELEV BANK OF POND BOARDS OF BOARDS 1 10.00 "E" 19"X30" 7.70 2'-0" 9.00 110.00 8.0 10.00 8.75 2 10.00 "C" 15" 7.70 0'- 5" 9.50 11.00 8.0 10.00 9.25 1 3 10.00 "C" 15" 7.2012" 9.50 10.00 8.0 10.00 9.25 TOP OF BANK EL.- SEE TABLE l III 18" TOP OF CASTING EL.- SEE TABLE RCP •. INVERT EL.SEE TABLE A:: • ` BOTTOM OF BOARDS •.. ..T ., ,.. :.• • .., ,• •. EL. 0, SEE TABLE CLEAR. 4"x4" PT POSTS SIDE SINK 3' MIN. (5 REQ'D) DRAINAGE CONTROL STRUCTURE N.T.S. TOP OF BANK EL. -SEE TABLE III 2" TH I CK--' PT BOARDS 3 SIDES • '� INLET BOTTOM (12" Box OUT) PLAN VIEW N.T.S. INLET BOTTOM (12" Box OUT) PLAN VIEW N.T.S. tO 5'-5" to,24' LID m o in m Ohl 21, '- " 2}" ~ 2}" two '- " 2 in 2 j" 3'-0" 2}" � I Of Pipes a l to a o id n • f o Dia. + V-6" ell o 6„ ., 04 _ � LI s � 2 N jp 0 d fo PLAN di z X b o �,• Z M 2J' PLAN c o o 3 -4 � r v o PLAN Z PLAN X'.: a 9 0 o o: 9'-0" m 4" - " .� 4 v E-� 5'-5" 400 142 •c pp Grate 0._ 'N�I� L s m - a: g� 4" __ •, " 4 Grote r ao 2" Cl. i Eye Bolt r Grate o- m > m �' � I' Eyeb�lt i See Index 201 �..c Cl.Eye Bolt r Grate-0 -� " to See In ex 201 7•_8w)4s" Ll� See Index 201 2" Cl. E Bolts See Index 201 m Bars O 6" Ctrs. a N ,�I4 Sara b 6 Ctrs. N " 2 Cl. N #4 Bars ®12 Ctrs. ' --'�-` .�... �_ SECTION -'� --' tO Sara 6 Ctrs. SECTION TYPE C SECTION SECTION Recommended Maximum Pipe Size: TYPED TYPE E TYPE H 2'-0" Wail-18" V-1" Wall-24" Pipe Pipe Recommended Maximum Pipe Size: Recommended Maximum Pipe Size: Recommended Maximum Pipe Size: w 3'-0" Wall-24 Pipe 3'-1" Wall-24" Pipe P 3'-0" Wall-24" Pie P 7'-8" Wall-1-66" Pipe 4'-1" Wall-36" Pipe 4'-6" Wail-42" Pipe 2-30" Pipe T TYPE C Approx. Weight 235 Lbs. 2"x12" SQUARE BOX THROUGH BOTTOM )F INLET- FILL ATH GRAVEL rAWAVAVAWAV, ,..A ..M-AW, MA....W.V., ,aWMWILVAI"'LW. •. '....-....., FSWAWAW ,&WA-A��i TOP OF CONCRETE HEADWALL EL. 10.85 1 12" WipE. NOTE: ALUMINUM SKIMMER ` .. NOT SHOWN FOR CLAIRITY- SEE DETAIL BELOW BOTTOM OF SLOT EL 9.50 48"RCPU48wRCP TOP OF SKIMMER EL 1 OPEN AT TOP AND BOTTOM. BOTTOM OF SKIMMER EL 9.25 FRONT SOUTH WALL OF ✓ - CONCRETE HEADWALL FRONT BASIN #8 SLOT DETAIL TOP OF BOARDS EL. -SEE TABLE III II I N.T.S. NEOPRENE GASKET 1/2" EXPANSION BOLT- 1/4" WELDED ALUMINUM SKIMMER 1/2" EXPANSION BOLT-. INLETS N 2"J CAST IRON GRATE NOTPERMITTED ON INLET TYPE D R� i I�-C Of Grate t' tLLA clill "C 3' -4 HALF SECTION CAST IRON GRATES TYPE E Approx. Weight 465 Lbs. CAST IRON GRATES 3'-4" 2" nn • F oil T r TYPE H Approx. Weight 725 Lbs. 6 �-5,MM 31 Spaces ON 47 a-- Mail TYPE D TYPE E Straight Bars 2"" Straight Bars 2"" Reticuline Bare 1 J x I" Reticullne Bars 1i x N Banda 11 x } Bands 1 x Approx. Weight 180 Lbs. Approx. Weight 215 Lbs. NOTICE: Steel Grates Are Required On Inlets With Traversable Slots And On Inlets where Bicycle Traffic Is Anticipated. STEEL GRATES NORTH WALL OF CONCRETE HEADWALL ALUMINUM SKIMMER DETAIL N.T.S. iYHE H Straight Bars 2":j" Reticuline Bars 1i x A" Bands 1i"x 4" Approx. Weight 315 Lbs. 10'-0" 2'-0" 1'-4" VARIES 1'-0" VARIES 4'-0" 1' 1'-V on Cul-do-Sao i" min. P.G.I. 1/4»/FT 2-i/2" 6" .45' min. R 1" . ;._ ;..:.. .55 max. = s: Z4' THICK CONCRETE 83 REINF. RODS 5-3 4" 8" I SIDEWALK �6" THICK 6 2"CLR. DRIVEWAYS 2_1/4" 6-1/4" 2-#3 REINF. RODS MIN. 2" CLR. VERTICAL SAWCUT & ,_o„ TACK COAT EDGE 2 PROPOSED 1 1 /4" OVERLAP TYPE S-III ASPHALT EXISTING ASPHALT EXISTING BASE EXISTING SUBBASE PROPOSED BASE PROPOSED SUBBASE PAVEIiIENT BUTT JOINT DETAIL SIDEWALK CONSTRUCTION 1. Sidewalks, bikepaths, romps, and driveway aprons shall be constucted of plain portland cement concrete with a maximum slump of 3 Inches, a minimum developed compressive strength of 2500 p.s.l. in 28 days, and a minimum uniform thickness of 4 Inches where Intended solely for pedestrian traffic, and 6 inches thick where motor vehicles are likely to cross. 2. Sidewalks and bikepaths shall be placed parallel to, and one foot within the right-of-way line except that the City may approve deviations to save specimen trees provided that the pavement remains within the right-of-way, is not diminished in width, and remains at least 4 feet from the edge of the street pavement, unless otherwise approved by the City. 3. The top of the concrete shall be at an elevation no lower than the crown of the adjacent roadway, and no higher than 6 inches above the crown unless approved by the City to make a more natural transition with the adjacent land. 4. Isolation Joints (TYPE A Joints) shall be provided between existing slabs or structures and fresh concrete, to separate pedestrian sections from sections which will encounter vehicle traffic, to separate fresh placement from concrete which has set for more than 60 minutes, and no farther apart than 100 feet in sidewalks and bikepaths. Joint material shall be as specified in FDOOT Standards and Specifications and shall be rubber, plastic or other approved non -biodegradable slastomeric material. Wood is prohibited. 5. Control Joints (TYPE B Joints) shall be tooled into the fresh concrete to a depth equal to 1 /4 the slab thickness and spaced apart a distance equal to the width of the slab or 5 feet whichever is greatest. 6. The slab surface shall be broom finished to be slip resistant, and shall match as closely as possible the finish of existing adjacent slabs and all edges shall be tooled to eliminate sharp corners. 7. The bearing subsurface shall have all organic, loose, and deleterious matter removed, and the remaining clean soil shall be smooth, sound, and solid. Any fill material shall be compacted with a vibratory or impact compaction machine in maximum 12 inch lifts or compacted with a hand tamper In maximum 4 inch lifts. The City shall require a compaction test for each lift if the total filled section is more than 12 inches deep or if the subsurface has been disturbed more than 12 Inches deep. Where such test is required, the results shall show a minimum Proctor field density of 95 percent. 8. All concrete work in the righ-of-way shall be inspected by the City after the subsoil is prepared and the forms are set, but before the concrete placement begins. 9. The contractor shall be responsible for protecting the finished slab from all damage and vandalism until the City accepts or approves the slab, after which time the owner of the abutting land shall be responsible for the slab in accordance with the City Code. Any slab section damaged or vandalized prior to acceptance or approval shall be cut out between joints and replaced. Repairs are not acceptable. 10. Sidewalks located within the right-of-way shall not be tinted, stained, colored, or coated. 11. All forms shall be removed prior to acceptance or approval and the disturbed ground shall be backfilled, regraded, and sodded so that the wear surface of the concrete is reasonably flush with the adjacent grade. N TS 1/2" 1 /8" min. d PT 4" typ' d /4 TYPE A JOINT TYPE B JOINT PC 4 1/2" PREMOLDED EXPANSION "--;YPE A JOINT TYPE B JOINT REVISIONS BY PLAN AND PERMIT SUBMITTAL REVS SHL 3. 7/15/00 FINAL CONST. REVISIONS SHL V) J Q Z 0 W 0 ry Z W Q x Q � W Z rW �( V W OC OW L� W ry 0 0V) Z W � � J V Q U 0 Z Q 0. low Z e� Z W 00 CD V i to (/) � w UJ z Z C;d Z J� � W 0 0 W Z w 0 W� W V) Z - - (n W �� X W w 3 00 Z ? Q� Wz MKT W W . d" U_n U Z - I W W0 In H UWN o Z = m -Rd- a a.N � 0 _J Z 0 LJ 0 <V) ��o _� MQ= o DESIGN SHL CHECKED FMH DATE 2-15-00 SCALE AS SHOWN JOB N0: HES# 00-017 SHEET 8 OF 14 SHEETS Spigot On Inlet Section Bell On Outlet Section (Outlet Section Shown Cylinderical`� 1 For Straight Flare A Optional Shap 0 c 0 24" For 30" To 72" Pt e 12" For 15" To 24" Pi Pipe (Concre T SECTION AA A Toe Wall E I OPTIONAL SHAPE DIA. T REINF REINF. SQ IN BELL SPIGOT A B C D E P R 1 R 2 FLAT WEIGHT (LBS.) h TOE WALL CLASS N CO Misc. CY 12" 2" 0.07 14o 4 2'-0" 7-6 8'-0 2'-0" 1 1 3 530 12" .06 15" 21" 0.07 2" 6' 2'-3" 3'-10" 6'-1" 2'-6" 241f 12 11" 3f 740 12" .07 » 18 2 0.07 2 » 9 1 " 2*-3" 1 • 3 -10 1 r 6'-1' 1 » 3 -0 29 1 » 12 M 4 990 15" .11 21" 2 0.07 2 go 2'-11" 3'-2" 6'-1' 3'-6 31 1 13" 4" 1280 15" .12 24" 3" 0.07 2 9 3'-7 2'-6" 6'-1 4'-0" 33 1 14" 1 4 1520 18" .17 27" 3 0.148 2 1 4'-0" V- 1 6'-1 4'-6" 36" 1 14F 4 1930 18" .19 30 3 0.148 3" 1'-0" 4'-6" 1'-7 6'-1 5'-0" 37" 1 15" 5" 2190 21' .24 w 36 w 4 0.148 3 , » 1 -3 1 » 5 -3 1 2 -1 8 -1 1 r 6 -0 47 24 " 20 5 4100 „ 21 .29 42" 4f 0.148 3 1'-9" 5 -3 2'-11" 8'-2" 6'-6" 53 27 22" 5 5380 24" .36 w 48 w 5 0.148 4 r » 2 -0 r » 6 -0 1 » 2 -2 r » 8 -2 1 r 7 -0 56 28 • 22 5 6550 w 24 .39 M 54 5 0.174 4 / r 2 -3 , " 5 -5 1 w 2 -11 / w 8 -4 M 7'-6 65 33 M 24 B 8040 M 24 .42 60" 6" 0.174 5" 2'-6" 5'-0" 3'-3" 8'-3" 8'-0" 72 38 24 6 8750 24' .44 66" 6 0.174 5 2'-0" 6'-6" l'-9" 8'-3" 8'-6" 72" 36 24" 7 10630 24" .47 72 7" 0.174 6" 2'-0" 6'-8" l'-9" 8'-3" 9'-0" 77 38 24" 7 12520 24" .50 11' R ' '-Toe Wall " 2 #4 Bars �. E �I Toe Wall Min. STRAIGHT FLARE FLARED END SECTION SECTION BB LC SECTION CC END VIEW REINFORCED CONCRETE JACKET DETAIL C Dor�Spa D or Span I D or Span, I� �I 6" 1 �6" Any Wire Mesh Arrangement Which Provides 1.126 Square Inches Of Steel Area Per Linear oot Both Ways May Be Used; Provided The Itres Are Spaced A Minimum Of 2" And/Or Maximum Of 6" On Centers. GENERAL NOTES 1. Flared and sections shall conform to the requirements of ASTM C-76 with the exception that dimensions and reinforcement shall be as prescribed in the table above. Circumferential reinforcement may consist of either one cage or two cages of steel. Compressive strength of concrete shall be 4000 psi. Shop drawings for flared and sections having dimensions other than above must be submitted for approval to the State Drainage Engineer. 2. Connections between the flared end section and the pipe culvert may be any of the following types unless otherwise shown on the plane. a. Joints meeting the requirements of Section 941-1.5 of the Standard Specifications (0-Ring Gasket). Flared end section joint diminsions and tolerances shall be identical or compatioble to those used in the pipe culvert joint. When pipe culvert and flared end section manufacturers are different, the compatlability of joint designs shall be certified to by the manufacturer of the flared and sections. b. Joints sealed with preformed plastic gaskets. The gaskets shall meet the requirements of Section 942-2 of the Standard Specifications and the minimum sizes for gaskets shall be as that specified for equivalent sizes of elliptical pipe. c. Reinforced concrete jackets, as detailed on this drawing. Cost of the reinforced concrete jacket to be Included in the contract unit price for the flared and section. When non -coated corrugated metal pipe is called for in the plans, the pipe shall be bituminous coated in the jacketed area as specified on Index No. 280. Bituminous coating to be included in the contract unit price for the pipe culvert. 3. Toe walls shall be constructed when shown on the plans or at locations designated by the Engineer. Toe walls are to be cast -in -place with Close N Concrete and paid for under the contract unit price for Class - Concrete (Miscellaneous) CY. Reinforcing steel to be included in cost of toe wall. 4. On skewed pipe culverts the flared end sections shall be placed In line with the pipe culvert. Side slopes shall be warped as required to fit the flared end sections. 5. Flared End Section to be paid for under the contract unit price for Flared End Section (Concrete), Each. Sodding shall be in accordance with Index No. 281, and paid for under the contract unit price for Sodding, Sy. DESIGN NOTES 1. Flared end sections are intended for use outside the clear zone on median drain and cross drain Installation, except that flared and sections for pipe sizes 12" and 15" are permitted within the clear zone. When the slope intersection permits, these flared and sections may be located with the culvert opening as close as 8' beyond the outside edge of the shoulder. Flared end sections are not Intended for side drain installations. 2. Reinforced concrete jackets shall be used at all locations where high velocities and/or highly erosive soils may cause disjointing. These locations are to be shown on the plans. 3. Toe walls shall be used whenever the anticipated velocity of discharge and soil type are such that erosive action would occur. Toe walls are not required where ditch pavement Is provided, except when disjointing would occur If the ditch pavement should fail. C 10" 5' ..� 3'-6" 2-#4 Bar 3" 4" I Transition Slop __ S�oP < F+- " Control Line (Clear Zone Limit) (Independent Of Front Slope) Sao End Of Pipe ��o�x (See Note 9) » • Const. Joint Permitted o 4 B 4 I.. See End View o 1 1 Control Point When (Enlarged) B 1 _ _ _ Slope Intercept Outside Clear Zone Const. Joint Permitted (Keyway do Dowels Required- END VIEW Dowels #4 Bars, 18" With 9" Embedment ® 12" Ctrs For Bar Grade And STANDARD E Payment See Note 3.) LOCATION CONTROL END VIEW (ENLARGED) ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACENG) FRUN I VItW FRONT VIEW S Interior �Ipe (Typ.) Outside 4 ipe (Typ') S Location Reference Line (See Location Control Abo , I � LEGEND Cr Pipe Skew TOP VIEW TOP VIEW S Center To Center Pipe Spacing X Centerline To Centerline Dimension At Face Of Headwall NORMAL PIPE SKEWED PIPE ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE DATA AND ESTIMATED QUANTITIES FOR ONE ENDWALL ROUND CONCRETE AND CORRUGATED METAL PIPE Opening Area Dimensions CIass ^' Concrete (SF) D I Number Of PI A B C E I F I G7 S I A r• u Concrete Concrete GENERAL NOTES 1. Endwall dimensions, locations and positions are for round and elliptical concrete pipe and for round and pipe -arch corrugated metal pipe. Round concrete pipe shown. 2. Front slope and ditch transitions shall be in accordance with Index No. 280. 3. Endwalls may be cast in place or precast concrete. Reinforcing steel shall be Grades 40 or 60. Additional reinforcement necessary for handling precast units shall be determined by the Contractor or the supplier. Cost of reinforcement shall be included in the contract unit price for concrete, (endwalls). 4. All exposed corners and edges of concrete are to be chomfere f' 5. Concrete meeting the requirements of ASTM C-478 (4000 psi) may be used in lieu of Class - concrete in precast items manufactured in plants which are under the Standard Operating Procedures for the Inspection of precast drainage products. 6. On outfoll ditches with side slopes flatter thil1, provide 20' transitions from the endwall to the flatter side slopes, right of way permitting. 7. For sodding around endwalls see Index No. 281. 8. Payment for concrete quantities for endwalls skewed to the pipe shall be made on the following basis: Endwall Skew To Pipe Use Tabulated Value 0' to 5' 0' 6' to 15' 15' 16' to 30' 30' 31' or over 45' 9. Pipe length plan quantities shall be based on the pipe end locations shown in the standard location control end view, or lengths based on special endwall locations called for in the plans. 10. Payment for pipe in pipe culverts shall be based on plan quantities, adjusted for endwall locations subsequently established by the Engineer. 11. Endwalls to be paid for under the contract unit price for Class N Concrete (Endwalls), CY. 0 10 1 I.za L.40 1 a.ay 4.yzI I -II I -z I 4-v T-iv I -z 0--6 2"-7 2"-7 2.-8" 3--0 3'-8 1.23 1.24 1.59 1.60 1.65 1.74 1.62 1.63 1.68 1.78 1.94 1.96 2.05 2.23 1.99 2.02 2.11 2.30 2.30 2.34 2.47 2.74 2.37 2.41 2.75 2.84 15" 18" 1.77 3.54 5.31 7.08 2'-2" V-3 4'-6 1'-11 V-3 1'-0 2'-10 2'-1 V-11 3'-3 4'-0 1.56 1.59 1.99 2.01 2.06 2.17 2.04 2.08 2.11 2.23 2.43 2.46 2.56 2.79 2.51 2.54 2.65 2.89 2.86 2.91 3.06 3.40 2.96 3.01 3.17 3.53 18" 21" 2.41 4.82 7.23 9.64 2'-5" V-4 5'-0 2'-0' V-4 1'-6 3'-2 3'-2 3'-3 3'-8 4'-6 1.97 21" 24" 3.14 6.28 9.42 12.56 2'-8" 1'-4 5'-6 2'-0" V-4 2'-0 3'-5 3'-5 3'-8 3'-114'-10 2.24 2.29 2.82 2.84 2.91 3.06 2.91 2.93 3.01 3.17 3.39 3.43 3.57 3.87 3.52 3.56 3.71 4.03 3.97 4.03 4.24 4.69 4.14 4.20 4.43 4.91 24" 27" 3.98 7.96 11.9 15.92 2'-11 1 -5 6'-0 2'-1 1'-5 2'-6 3'-10 3'-10 4'-0 4'-5 5'-5 2.73 27" 30" 4.91 9.82 14.73 19,64 3'-2 1'-6 6'-8 2'-2" 1'-6 3'-0 4'-3 4'-3 4'-5 4'-1 '-0" 3.26 3.34 4.13 4.16 4.26 4.49 4.28 4.31 4.43 4.67 4.98 5.04 5.25 5.69 5.20 5.27 5.49 5.97 5.84 5.93 6.24 6.91 6.13 6.23 6.56 7.29 30" 36" 7.07 1 .14 21.21 28.28 3'-8 1 -8 7'-6 2 -4 1'-8 4'-0 5'-1 5'-1 5'-3 5'-1 7'-2 4.53 4.64 5.73 5.77 5.92 6.23 5.95 6.00 6.15 6.49 6.92 7.00 7.29 7.91 7.25 7.34 7.65 8.33 8.13 8.26 8.69 9.62 8.57 8.71 9.18 10.20 36" 42" 9.62 19.24 28.86 38.48 4'-2" 1'-1 "B'-6" 2'-6" 2'-0 5'-0 6'-0 6'-0 6'-3 6'-11 "8'-6" 6.33 6.49 8.11 8.17 8.39 8.85 8.43 8.50 8.73 9.23 9.9010.0 10.4 11.3 10.3 10.5 10.9 11.9 11.6 11.8 12.5113.8 12.3 12.5 13.2 14.7 42" 48" 12.57 25.14 37.71 50.28 4'-8 2'-1 9'-8 2'-9" 2'-0 6 -0 6'-9 6'-9 7'-0 7'-10 g'-7 8.15 8.38 10.4 10.4 10.7 11.3 10.8 10.9 11.2 11.8 12.6 12.8 13.3 14.5 3.3 13.51 14.1115.39 14.8 15.1 15.9 17.6 15.8 16.0 16.9 18.9 4$" 54" 15.90 31.80 47.70 63.60 5'-2" 2'-6 10'-6 3'-2" 2'-3 7'-0 T-8 7'-8 7'-1 8'-10 0'-1 11.71 11.77 t 5.2 15.3 15.7 16.6 18.7 9.0 19.8 21.6 2.2 2.6 3.9 26.8 54" C I Type A Or B Riser 2 Additional Bars A O 5" 0. C. , Perpendicular Bars A • 5 Hoop Bar (See Section A -A) *'4 Hoop Bar A & A gyp`° too.6 2-* 7's Each W +'5�,� Reference Axis Placed On Topp 0 1 BarsAAndBAt45' Parallel Bars B (See Section A- TOP SLAB REINFORCING STEEL DIAGRAM 0 a o f- � W E SE c�SN o o CL *4 ® 12" BW m° a ors A 3�r 6" (Horizontal Bars Continuous Around o 4'-0" 8' Corners For m Rectangular Rlsers)o c J° 2-Extra * 4's (n 8" Bars B Each Side And Above Opening w U_� �-0 m Vo o •4' ® 12" O.C. °D t II Each Way a° N IV 8" �5 c � a o Bars A---" Bars B -.� ALTERNATE A SECTION A -A v N • NOTE: When the inside diameter of a round structure is o" not more than V-6" larger than the opening in the riser or top slob, the top of the structure or riser shall be constructed according to the "Special Top Slab" details on this sheet. I Type A Or B Riser • z IIYYi 150020MI11I I■/mommI IN NONE' 2- 5 Hoop Bars (2 Lap Splices Permitted) 2 Additional Bars A O 5" 0. C. Bars B Long Wayy (See Section B-B) TOP SLAB REINFORCING STEEL DIAGRAM o 1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-6" square (Alt. B) are designated Type P. Larger standard structure bottoms are designated Type J. Risers are permitted for all structures. 2. Walls of circular structures (Alternate A) constructed in place may be of non -reinforced concrete or brick or reinforced concrete. Precast and rectangular structures (Alternate B) shall be constructed of reinforced concrete only. 3. Wall thickness and reinforcement are for either reinforced cast -In -place or precast concrete units except that precast circular units max be furnished with walls in accordance with either A.S.T.M. C-478 (up to 96 diameter) or A.S.T.M. C-76, Class ---, B Wall, modified where the elliptical steel cage area is placed in the center one-third of the wall. 4. Top and floor slab thickness and reinforcement are for precast and cost In place construction. Top and floor slabs shall be of Class -- concrete. Concrete as specified In A.S.T.M. C-478 (4000 Psi) may be used In lieu of Class N and Class NN concrete In precast items manufactured In plants which are under the 'Standard Operating Procedures' for the inspection of precast drainage products. 5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire fabric, either smooth or deformed. 3'-6" (Typ.) o v V5 Bars Bars __1 9m o v mm ~ I 5c ntAre I S IL u a c +. O� D W +* 4 0 12" BW 9 ° a .r X (Horizontal Bars --� Continuous Around m " Comers For 6 �,,_ Rectangular Risers) �EE v.- IE0 c �� Vertical Wall Reinforcing (See Table) _ o` $I Horizontal Wall Reinforcing 22c -(See Table) a° i" 0 m c Bars Af "-Bars 8 0 ALTERNATE B SECTION B-B NOTE: Provide extra reinforcing each side of each opening at 3" maximum spacing equal to half the area of vertical relnforcment removed by the opening and provide the some area of reinforcment above each opening at 3" maximum spacing as removed by the opening. GENERAL NOTES 6. Structure bottoms may be used in conjunction with curb inlet to Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless otherwise shown in the plans or other standard drawings. Alf. B structure bottoms may be used in conjunction with curb inlet Types 7 do 8, or any ditch bottom Inlet unless otherwise shown in the plans or other standard drawings. 7. Rectangular structures may be rotated as directed by the Engineer in order to facilitate connections between the structure walls and storm sewer pipes. 8. Except when ACI hooks are specifically required, embedment hooks in the top and bottom slabs may be replaced with straight embedments or peripheral reinforcement In accordance with the reinforcement detail shown under 'Reber Straight End Embedment Or Peripheral Reinforcement In Lieu of ACI Standard Hooks For Top And Bottom Slabs', Index No. 201, Sheet 3 of 6. 9. All steel bars shall hovb}, minimum cover unless otherwise shown. Horizontal steel in rectangular structures shall be lapped a minimum of 24 bar diameters at corners. SLAB DESIGNS - SQUARE AND RECTANGULAR STRUCTURES (ALL SLABS r THICK - REINFORCING PARALLEL TO SHORT WAY AND LONG WAY) SHORT -WAY LONG -WAY SLAB DEPTH SCHEDULE SLAB DEPTH SCHEDULE SIZE: Y-e1ILHAMTED Z 0.5 < 29 B Z 0.5'- 40 B 29'-40' C SIZE: 4'- n UIS,MI = 20.5 < 19 B 20.5 < 34 B 19 < 29 C 34 -40 C 29 -40 D SIZE: 8'1� ZO.5 < 3 C 20.5 < 3 C 30< 191,B 3 < 19 8 19 < 28C 19 < 28 C 28'< 38 D 28 < 38 D 38'-40' F 38'-40' F SIZE: Inir Z 0.5 < 3 C Z 0.5 < 3 C 3 < 16 B 3'< 20 B 16'< 24' C 20'< 29 C 24' < 34' D 29'-40 D 34'-40' F sIZE: r'�Ir Z 0.5 < 3 C Z O.5 < 3 C 3< 14 B 3< 22 B 14'< 21' C 22' < 33' C 21'< 39' D 33'-40 D 39'-TOT-- F SIZE: Mir ZO.5 < 3 C 20.5 < 39 39 < 8 B 39 -a40 C 8' < 17' C 17'< 23' D 23 -40 F SIM. Inv ZO.5 < 3 C ZO.5 < 32 3 < 8' B 32 -40 C 8' < 17' C 17'< 23' D 23 -40 F SHORT -WAY LONG -WAY SLAB DEPTH SCHEDULE DEPTH SCHEDULE SIZE: InIr Z0.5 < 3 D ZO.5 < 3 D 3< 40 C 3< 40 C 4' < 14' B 4' < 14' B 14'< 21' C 14'< 21' C 21'< 28' D 21'< 28 D 28'-40' F 28'-40' F SIZE: M7' 2 0.5 < 3P D 2 0.5 < 3P D 3< 4 C 3< 4 C 4' < 12' B 4' < 15' B 12'< 19 C 15'< 21 C 19 < 26 D 21'< 30 D 26'-40' 1 F 30'-40' F SIZE: on Ir Z 0.5 < 3 D 2 0.5 < 3 D 3< 4P C 3'< 4 C 4' < 7' 8 4' < 16' B 7 < 161C 18 < 23 C 16'< 23' D 23< 32' D 2 - F 32 -40 SM. Mir Z0.5 < 3 D ZO.5 < 31 D 3< 15 C 3< 4 C 15'< 21' D 4' < 18' B 21'< 27 E 18'< 27 C 27'-40' G 27' < 37' D 37 -40 SM 7170 Z0.5 < 3 E ZO.5 < 3 E 3< 40 D 3< 4 D 4' < 16' C 4' < 16' C 16'< 22' D 16'< 22' D 22' < 28' E 22' < 28'1 E 28 -40 G 28'- 40 G SIZE; nor 2 0.5 < 3 E 2 0.5 < 3 E 3< 4 D 3< 41 D 4' < 15' C 4' < 17' C 15'< 21 -T- _21 D 17'< 23' D '< 27 23' < 29' E 27 -40 G 29 -40 G SIZE: 71W Z0.5 < 3 E 20.5 < 3 E 3< 40 D 30< 40 D 4' < 12' C 4' < 18' C 12< 18 D 18< 24' D 18'< 241 E 1 24' < 32' E 24 -40 G 7 32- 40 G GENERAL NOTES 1. Slab reinforcement is appropriate for top, intermediate, and bottom slabs. 2. Slab depth Is measured from finished grade to top of slab. 3. Wall design depth is measured to the top of the bottom slab for boxes and to the top of the Intermediate slab for risers. 4. Wall height is the distance between top of lower slab to bottom of upper slal REINFORCING SCHEDULE SCHWU GNAWS STEEL OR 66 KSI �0NRE FABRIC A 0.20 8 0.24 C 0.37 D 0.53 E 0.73 F 1 1.06 G 1.45 Top Slab Reinforcin Supplemental Bar A Or B 171 c 1 o v I AT TOP SLAB Optional Shear Key,/ 14" 34" Wall Reinforc'r"ln Shear Key 10' Dra NOTE: Variations in shear key dimensions will be permitted subject to the Engineer's approval. 10' Draf 1M 3 Shear Key e'•�-"Optional Shear Kek � u- o rn' AT BOTTOM SLAB Bottom Slab Reinforcln SLAB TO WALL DETAILS FOR PRECAST ALTERNATE 9- �►► 4 lies O 12" O.C. Rotate* 4 Bars As Required (See Section) q /*►4 Ties 12" O.C. To Maintain Cover *5 Peripheral Reinforcement *5 Peripheral Reinforcement Wall Reinforcing 1'-6" SECTION C-C Max. SPECIAL TOP SLAB* 10. The corner fillets shown are necessary for rectangular structures used with circular risers and inlet throats and used on skew with rectangular risers, inlet and inlet throats. Fillets will be required in lieu of the bottom slab of the Alt. B riser when used with the Alt. A box. Each fillet shall be reinforced with#2- 5 bars. 11. Inlet throats, riser or manhole tops shall be secured to structures as shown on Index No. 201. 12. Structures with depths over 14' are to be checked for floatation by designer of project drainage. 13. Units larger than specified standard may be substituted at the contractor's option when these units will not cause or increase the severity of utility conflicts. Such larger units shall be furnished at no additional cost to the Department. Larger Alternate A units cannot replace Altemate B units without approval of the Engineer. This note applies to this Index only. 14. For manhole and junction box tops, for frames and covers, and, for supplementary details see Index No. 201. SHORT -WAY LONG -WAY SLAB DEPTH SCHEDULE DEPTH SCHEDULE SIZE: e'Id' Z 0.5 < 3 D Z 0.5 < 3 D 3' < 4' C 3' < 4' C 4' < 9' B 4' < 9' B 9< 17 C 9< 17' C 17< 31 D 17'< 31 D 31'-40' 1 G 31'-40' G SIZE: MG' 20.5< 3 D 20.5< 3 E V < 4' C 3' < 4' D 4' < 16' 8 4' < 18' C 16'< 22 C 18 < 25 D 22 < 29 D 25 < 32 F 29'-40 F 32 -40' G SIZE: InIr Z0.5< 3 F Z0.5< 3 F 3' < 14' C 3' < 14' C 14< 20 D 14< 20' D 20 < 26 E 20 < 26 E 26'-40' G 26'-40' G WALL DESIGNS - RECTANGULAR STRUCTURE VERTICAL REINFORCING HORIZONTAL REINFORCI N TM SCHEDULE DEPTH SCHEDULE SIZE: $-so Z1.17'-40' A 21.17'- 40 B SIZE: 4'-0' Z1.17-40 A Z1.17-40 B SIZE: 1r_ 0W Z 1.17-40' A 21.17< 33 B 33 -40 C SIZE: 4r__W Z1.17'-40' 1 A Z1.17< 24 B 22 - 40' 1 C SM.r-r Z1.17 -40 A Z1.17< 15 B < C 25 -40 D SIZE: d'-0" Z1.17-40 A Z1.17< 11 B 11 < 19 C 19 < 29' D 9- F SIZE: B'-0' Z1.17 -40' A 15 Z1.17<22 C 15 < 22' D -4n F SLAB DESIGNS - ROUND STRUCTURES SLAB DEPTH SLAB THICKNESS REINFORCING SCHEDULE SIZE: Z 0.5 -40 8" C SIZE: 4'-W Z 0.5'-40' 8w C 20.5 < 3 8 C 30 -40 80 D SIZE: d'-O' 0.5 < 8 8 B 8' < if' 8 C 18< 3 8o D 30 < 3 8 E 37'-40' 8 G SM. �'-o• 2:0.5 < 10 C 9 < 15 ion D 15'< 3 100 E 23 < 12" E 33'- 120 G SIZE: W-W 20.5 < 6 10 C 6 < 11 10 D 11 < 1 10 E 17'< 2 12 E 23'-40 12 G SQE: Ir-W Z0.5 < 6 12 < 12 D ilk 1 12 E 16 < 2 14 E 20'-40' 14 G STRUCTURE BOTTOMS TYPE J AND P 200 2 of 2 REVISIONS BY PLAN AND PERMIT SUBMITTAL REVS SHL 3. 7/15/00 FINAL CONST, REVISIONS SHL _0 V W Z W W Q X Q LLJ 0 W W Q 't W W W LL ~ 0 0 Q W Z Q U 0 0 • Z Z W D X X W O 0 Z O Z C4 46 J = l2 w 0 O U Z W W (f) W w W Z� W Z 00 Z Q ZZ PO LO WW W N� J >Jin >_ Zl.- I re) W W v < -r V) to XQ N W w W t) V)Z =mo CL �<- � Q � o0 Z) ZOZW(Wn Q Z CD O W = 0 Q =U U d- in CL J DESIGN BY: SHL CHECKED: FM H AT 2-15-00 SCALE: AS NOTED JOB N0: HES# 00-017 SHEET 9 OF 14 SHEETS COUPLING WITH STAINLESS STEEL CLAMPS, BY FERNCO. OR APPROVED EQUAL. PVC METHOD C-900 PVC ALTERNATE TO CONCRETE SEWER ENCASEMENT "A" DRAINAGE OR WATER DRAINAGE FULL CONCRETE OR WATER PIPE ENCASEMENT PIPE SAND CUSHION " I J WALL * * 6 THICKNESS &� SANITARY SEWER CROSSING TO BE 1/2 wR PIPE DIAM. OR 6 IN., 83 z * .. . WHICHEVER n-< - , . 1.1....... 1. 1 ..... 1.IS GREATER a CONCRETE �' PAD SECTION "A" -"A" 2 SUPPORTS PER LENGTH OF PIPE "A" BEFORE POURING REMAINDER OF ENCASEMENT. NOTE: ALL CONCRETE SHALL BE Ig 20'-0" FOR WATER CROSSING - 2,500 PSI MINIMUM 28 DAYS10'-0 FOR DRAINAGE CROSSIN STRENGTH ELEVATION WATER MAIN SHALL BE LOCATED ABOVE OR BELOW ENCASEMENT AS SHOWN ON PLANS OR DETERMINED IN THE FIELD, USE ENCASEMENT WHERE VERTICAL CLEARENCE BETWEEN WATER MAIN AND SEWER IS LESS THAN 18 INCHES. SEWER CONFLICT DETAILS NOT TO SCALE 3 2" 200 PSI., SDR 9 POLYTUBING, BLUE IN COLOR w (USE ENDOT ENDOPURE OR w BRASS BALL VALVE WITH APPROVED EQUAL) LOCKING WING - CONNECTION TO BE COMPATIBLE WITH CITY OF EDGEWATER BRASS CORPORATION STOP ¢ 5' STEEL REBAR 11 7 11 STUB & PLUG DOUBLE STRAP SADDLE WATER METER & PI AN - SINrl F gFRVIrF BOX BY OTHERS FINISHED GRADE MANHOLE WALL MANHOLE INVERT PIPE RUBBER BOOT MANHOLE COUPLING (FACTORY INSTALLED) W/ STAINLESS STEEL DOUBLE STRAP MANHOLE PIPE CONNECTION N.T.S. BACKFILL SEEBD NOTE 1 ANGLE TO MEET THE BC REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. SPRINGLINE OF PI �C., COVER MATERIAL VERTICAL TRENCH WALLS CLASS II HAUNCHING - (TYPICAL) (BC X 0.50) PIPE BELL m 6" CLASS II BEDDING �- SUBGRADE UNDERCUT TRENCH NON -UNDERCUT TRENCH NOTES: 1. DIMENSION BC = PIPE O.D. DIMENSION BD = TRENCH WIDTH AT TOP OF PIPE MAXIMUM BD = BC + 30" MINIMUM BD = MAXIMUM DIMENSION OF BELL + 8" (UNSHEETED TRENCH) = MINIMUM DIMENSION OF BELL + 12" (SHEETED TRENCH) 2. FURNISH, PLACE AND COMPACT BEDDING, HAUNCHING, COVER MATERIAL AND BACKFILL AS SPECIFIED. 3. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180. 4. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF MAXIMUM DENSITY AS PER AASHTO T-180. 5. USE OF CLASS II BEDDING TO BE DETERMINED IN FIELD BY FLORIDA WATER SERVICES. 0 TRENCHING, PIPE BEDDING, BACKFILLING & COMPACTING DETAIL N.T.S. TYPICAL SECTION NOTES: 1.) DALE STREET CONTRACTOR TO STUB AND PLUG 2" WATER SERVICE TO 5 FEET BEYOND RIGHT OF WAY LINE. CONTINUATION OF WATER SERVICE TO METER AND BACKFLOW PREVENTOR BY PORTA PRODUCTS CONTRACTOR. 2.) ALL CORPORATION STOPS SHALL BE OF BRASS CONSTRUCTION COMPATIBLE WITH THE CONNECTING SERVICE PIPE, THREADED IN ACCORDANCE WITH AWWA STANDARD C-800 AND BE MANUFACTURED BY MUELLER COMPANY MODEL 1500 OR APPROVED EQUAL. 3.) CURB STOPS SHALL BE BALL -TYPE COMPATIBLE WITH SERVICE PIPE FOR THE CITY OF EDGEWATER. WATER SERVICE DETAILS N.T.S. 18"x18"x6" THICK CONC. COLLAR ADJUSTABLE CAST IRON VALVE BOX COVER AND LID EXTENSION STEM WITH 2" SO. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4 FT. DEPTH PRESSURE MAIN SET TOP OF VALVE BOX TO FINISHED GRADE & FLUSH OF CONCRETE COLLAR. "WATER" ON TOP (PAINTED BLUE) #4 BAR ALL AROUND z� 8" PVC a) SLEEVE o \_16"x16"x6" (MIN.) GATE VALVE (AWWA C-500) PRECAST BLOCK OR RESILIENT WEDGE VALVE (AWWA C-509) OR APPROVED ALTERNATIVE NOTE: ROD ALL TO TEE WHERE APPLICABLE. VALVE & VALVE BOX DETAIL N.T.S. 8" P.V.C. SEWER MAIN O 45' PVC WYE 6" PVC SINGLE WYE 6" PVC 90' BEND 30' PVC BEND 6" RISER WITH THREADED CAP 3 O 6"PVC PIPE 6" PVC PIPE TEMPORARY PVC PLUG DALE STREET PORT PRODUCTS CONTRACTOR CONTRACTOR NOTES: 1. PVC PLASTIC PIPE AND FITTINGS SHALL BE GREEN, SDR 35 PVC. 2. CLEAN -OUT SHALL BE ADJUSTED TO FINAL GRADE AFTER TESTING. 3. MIN. 0.60% SLOPE FOR 6" PVC. 4. LATERALS ARE TO BE ALUMINUM OF 5 FEET DEEP AT RIGHT OF WAY LINE. TYPICAL SEWER SERVICE LATERAL N.T.S. OUTSIDE WALL INSIDE WALL --� '_j PRE -PRIMED JOINT SURFACES PRE -PRIMED JOINT SURFACE PRE -MOLDED PLASTIC JOINT SEALER WITH PROTECTIVE WRAPPER COMPLETED JOINT (REMOVED) WITH SQUEEZE OUT SQEEZE-OUT NOTE: ALL CONNECTIONS TO SANITARY SEWER MANHOLES SHALL UTILIZE A CORING METHOD AND THE IN -FIELD INSTALLATION OF A RUBBER BOOT INTO THE MANHOLE AND THEN SECURED WITH A STAINLESS STEEL STRAP. PRECAST MANHOLE JOINT CONNECTION N.T.S. 001 TYPICAL SECTION EDGE OF TRENCH (TYP. ALL DETAILS) CONCRETE THRUST BLOCK (TYPICAL ALL DETAILS) VALVE WOOD BLOCKING oIli.1 1 (TYP. ALL DETAILS) PLUG (TYP. ALL DETAILS) STUB OUT DETAIL - PLAN VIEW THRUST BLOCK DETAILS THRUST BLOCK NOTES: 1. THRUST BLOCKS SHALL BE REQUIRED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. 2. ON TEES AND BENDS, EXTEND THRUST BLOCKS FULL LENGTH OF FITTING. 3. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS. ANY MUCK ENCOUNTERED SHALL BE REPLACED WITH ACCEPTABLE BACKFILL MATERIAL. 4. ALL THRUST BLOCKS FOR PLUGS SHALL HAVE A BENT REINFORCING BAR CAST IN PLACE TO FACILITATE CONCRETE REMOVAL. 5. POLYETHYLENE ENCASEMENT REQUIRED FOR ALL FITTINGS AT THRUST BLOCKS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER APPLICATION OF ANCHORAGE SYSTEM TO PREVENT MOVEMENT OF PIPE AND FITTINGS. 7. THRUST BLOCKING IS REQUIRED WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS. THRUST BLOCKS SIZES (MINIMUM) TRENCH PIPE 90' BEND 45' BEND 22 1/2'BEND 11 1/413END PLUGS & TEES ANCHOR DIAMETER (INCHES) DEARNO SQUARE FEET BEARING AREA SQUARE FEET BEARING AREA SQUARE FEET BEARING AREA SQUARE FEET BEARING AREA SQUARE FEET SQUARE FEET OUTSIDE AREA1.- MINIMUM COVER 1.0 1.0 1.0 r 4 1.2 1.0r 8 2.6 1.5 1.0 1.0 1.l1 2.1 r 8 4.7 2.5 1.3 1.0 24" 30' 10 7.3 1.0 r r 12 2.9 7.4 8.2 • ON ALL LARGER DIAMETERS USE BOLTLESS RESTRAINED JOINTS OR MEGALUGS BASED ON 130 P.S.I. INTERNAL MRESSURE AND 2i';l4 P.S.F. SOIL BEARING VALUE (AREA-2030 PSIXNOMINIAL PIPE AREA XSN e/2 GENERAL NOTES: 1. CEMENT SHALL BE TYPE II, ACID RESISTANT AND SULFIDE RESISTANT CONCRETE. 2. MORTAR TO CONTAIN "HYDRATITE", OR APPROVED EQUAL, TO PREVENT SHRINKAGE. 3. MANHOLE BOTTOM TO BE SET ON UNDISTURBED SAND. IF THIS IS NOT POSSIBLE, APPROVED BACKFILL COMPACTED TO 95% ABOVE MODIFIED PROCTOR DENSITY SHALL BE REQUIRED. 4. INFILTRATION AND / OR EXFILTRATION TEST SHALL BE PERFORMED AS REQUIRED BY THE CITY OF EDGEWATER. MANHOLES SHALL BE INCLUDED IN TESTS. 5. UNLESS DETAILED PLANS SHOW OTHERWISE, ALL MANHOLE CASTINGS IN PAVED AREAS ARE TO BE ADJUSTED TO FINAL GRADE AND SLOPE AFTER THE ROAD BASE IS PLACED AND JUST PRIOR TO PLACEMENT OF ASPHALT WEARING SURFACE. 6. CONCRETE COLLAR AROUND MANHOLE FRAME IS REQUIRED IN PAVED AREAS ONLY. 7. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO AND APPROVED BY HARPSTER ENGINEERING & SURVEYING, INC. AND THE CITY OF EDGEWATER PRIOR TO INSTALLATION. 8. TWO (2) COATS OF BITUMATIC COATING INSIDE: 16 MIL 9. ONE (1) COAT OF BITUMATIC COATING OUTSIDE: 8 MIL C.I. FRAME AND COVER SET COVERS FLUSH IN PAVED AREAS 0.1 ABOVE IN UNPAVED AREAS PAVEMENT BASE -� 4'-0" VARIES TYPICAL BREAK AWAY TYPE HYDRANT WITH PUMPER NOZZLE FACING -EDGE OF PAVEMENT STREET OR BACK OF CURB WORD "WATER" ON COVER AT FINISHED GRADE 00 THRUST BLOCK FOR TEE ADJUSTABLE CAST `CONCRETE COLLAR IRON VALVE BOX REQ. IN UNPAVED AND LID AREAS 6" GATE VALVE MECHANICAL JOINT TEE ON WATER MAIN HOT -DIPPED GALVANIZED OR STAINLESS STEEL THREADED 5/8" DIA. TIE RODS W/ NUTS ON EACH FLANGE VARIES SEE PLAN NOTES: 1. FIRE HYDRANTS SHALL BE OF TRAFFIC TYPE MUELLER A-423 OR THRUSTBLOCK EQUAL IN ACCORDANCE WITH AWWA C-502 SPECIFICATIONS. FOR 90. BEND 2. PROVIDE ALL OUTLETS WITH NOZZLE CAPS AND WASHERS FASTENED WITH A CHAIN. THE CHAIN SHALL BE SECURELY FASTENED TO THE HYDRANT BARREL. 3. VALVE SHALL BE COMPRESSION TYPE WITH 5-1/4" MIN. OPENINGS AND 6" SHOE INLET. 4. FIRE HYDRANT WILL BE PAINTED PER VOLUSIA COUNTY STANDARDS. 5. ONE FOOT SEPARATION (MIN.) REQUIRED FROM SIDEWALK. FIRE HYDRANT ASSEMBLY N.T.S. WALL REINFORCEMENT PER ASTM C-478 4000 PSI 0 28 DAY - CONCRETE, TYPE II ALL JOINTS TO HAVE "RAM -NECK" PRE -MOLDED PLASTIC JOINT SEALER OR APPROVED EQUAL TRIM "RAM -NECK" J AND GROUT JOINT AND SEAL WITH FABERTITE 8" MIN. WALL THICKNESS - CLASS "1" CONCRETE FLOW CHANNEL 6" MIN. C.I. FRAME AND COVER 2500 PSI CONCRETE TO SECURE RING TO BASE 1 ' 24 5 8" 0 b 1'-0" 20 I iV 1 7\\ 1 ADJUST TO FINISH GRADE WITH PRECAST CONCRETE RINGS OR BRICK AND MORTAR. (MAX. 12") NOTE: NON- PENETRATING PICK -HOLES IN ALL CONCRETE SECTIONS E-Z WRAP PLASTIC OR MANHOLE 4'-0" MINIMUM I SIDE DIAMETER - 8' MAX. lz I TYPICAL BASE REINFORCEMENT -� SHALL BE NO.4 BARS ® 12" O.C. FOR DEPTHS UNDER 6 FT., NO.4 BARS O 9" O.C. FOR GREATER DEPTHS. EQUAL; SEE NOTE 27, INDEX S-9C R 0 RUBBER BOOT CONNECTION (SEE M.H. PIPE CONNECTION DETAIL) 6" GRAVEL BED PER FDOT SPEC. 901-6 INTEGRALLY CAST, EXTENDED BASE, 8" MIN. THICKNESS NOTE: ALL MANHOLE COVERS SHALL HAVE THE WORDS "CITY OF EDGEWATER" "SANITARY SEWER" CAST INTO THEM. FRAME AND COVER TO BE USF #117-BL-ORS . TYPE "A" PRECAST CONCRETE MANHOLE SANITARY SEWER CONSTRUCTION GENERAL WATER SYSTEM CONSTRUCTION GENERAL NOTES: NOTES: 1. THE CITY'S PUBLIC UTILITY DEPARTMENT 1. THE CITY'S PUBLIC UTILITIES DEPARTMENT SHALL BE SHALL BE NOTIFIED PRIOR TO BEGINNING ANY NOTIFIED PRIOR TO BEGINNING ANY WATER SYSTEM CONSTRUCTION. SEWER CONSTRUCTION. 2. DEWATERING SHALL BE PROVIDED TO KEEP GROUNDWATER ELEVATION A 2. ALL SANITARY SEWER MAIN LINES SHALL BE MINIMUM OF 6 INCHES BELOW WATER MAIN BEING LAID. 8" DIA. MIN. SERVICE LATERALS SHALL BE 6" 3. ALL WATER MAINS SHALL BE LAID ON A FIRM FOUNDATON WITH ALL DIA. OR LARGER. UNSUITABLE MATERIAL (MUCK, ROCK, COQUINA, ETC.) REMOVED AND REPLACED WITH CLEAN GRANULAR MATERIAL. 3. ALL SANITARY SEWER LINES SHALL BE PVC SDR 35. IN PLACES WHERE A MINIMUM COVER 4. TRENCHES SHALL BE BACKFILLED WITH MATERIAL ACCEPTABLE TO THE CITY OF 4.0' CANNOT BE MAINTAINED, DUCTILE IRON WITH A MINIMUM COMPACTION OF 95 PERCENT (AASHTO-T180) IN PAVED PIPE (D.I.P.) OR CONCRETE ENCASEMENT SHALL AREAS AND 95 PERCENT IN UNPAVED AREAS. BE USED. WATER LINES, RECLAIMED LINES, AND 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT TRENCH STORM DRAINAGE CROSSINGS SHALL ALSO COMPACTION TESTS BE PROVIDED AT POINTS 1 FOOT ABOVE THE PIPE FOLLOW THE CONCRETE ENCASEMENT AND AT 2 FOOT VERTICAL INTERVALS TO FINISH GRADE, AT A MINIMUM REQUIREMENT AS PER DEPARTMENT OF SPACING OF EVERY 300 FEET. ENVIRONMENTAL PROTECTION REGULATORY 6. METALLIZED PIPE LOCATION TAPE SHALL BE LOCATED 15 INCHES BELOW REQUIREMENTS. FINISHED GRADE OR AS SPECIFIED BY MANUFACTURER FOR ALL PVC LINES. MARKER TAPE SHALL BE USED ON ALL DUCTILE IRON PIPE. 4. MINIMUM SANITARY SEWER SLOPES ARE: 7. POLYETHYLENE TUBING SHALL BE USED FOR WATER SERVICES, POLY-BUTYLENE 8" PIPE 0.40% SHALL NOT BE ALLOWED. (BLUE IN COLOR) 10" PIPE 0.30% 12" PIPE 0.2290 8. ALL WATER SERVICE ENDINGS SHALL BE MARKED WITH 2 S 4 LUMBER 5. SANITARY SEWER LINES SHALL BE INSTALLED (PRESSURE TREATED) EXTENDING 4 FEET ABOVE GRADE , WITH WATER SERVICES SECURED 24" ABOVE THE GROUND AND ANY "Y" BRANCHES WHENEVER POSSIBLE UNDER PAVED AREAS FOR DOUBLE SERVICES SHALL BE AT GROUND LEVEL WITHIN PUBLIC RIGHTS -OF -WAY. UTILITY ENCASEMENTS SHALL BE PROVIDED WHENEVER 9. WATER VALVES SHALL BE PLACED AT ALL STREET INTERSECTIONS AND AT SEWER LINES ARE CONSTRUCTED OUTSIDE OF MAXIMUM SPACINGS OF 1000 FEET. PUBLIC RIGHT-OF-WAY. 10. AT ALL WATER MAIN TEES AND CROSSES, VALVES SHALL BE INSTALLED 6. SEWER LINE CONSTRUCTION SHALL BE ON ALL LEGS EXCEPT ONE. ACCOMPLISHED BY THE USE OF A LASER 11. APPROVED WATER VALVE TYPES ARE THE FOLLOWING: INSTRUMENT UNLESS ANOTHER METHOD IS A. STANDARD GATE VALVES LESS THAN 12" DIAMETER (AWWA C-500) PREVIOUSLY APPROVED BY THE CITY. OR RESILIENT SEAT GATE VALVES (AWWA C-509) 7. THE CONTRACTOR SHALL AT ALL TIMES, B. BUTTERFLY VALVES 12" OR GREATER ( AWWA C-504) DURING PIPE LAYING, DEWATER THE GROUND C. TAPPING VALVES WITH MECHANICAL TAPPING SLEEVE SUFFICIENTLY TO KEEP THE GROUNDWATER ELEVATION A MINIMUM OF 6" BELOW THE PIPE 12. ALL WATER SERVICES SHALL BE ADJUSTED TO FINISH GRADE AND THE BEING LAID WITHIN THE AREA OF THE TRENCH. CAPS PAINTED BLUE TO MAKE THEM PLAINLY VISIBLE. 8. ALL PIPES SHALL BE LAID ON A FIRM 13. WATER VALVES SHALL BE COMPLETELY OPENED BY THE CONTRACTOR FOUNDATION, SOFT OR SPONGY BEDDING FOR UPON FINAL ACCPTANCE OF NEW WATER SYSTEMS IN THE PRESENCE PIPES WILL NOT BE ACCEPTED. ANY OF UTILITY DEPARTMENT PERSONNEL. UNSUITABLE MATERIAL SHALL BE REMOVED AND 14. TYPICALLY, A MINIMUM OF ONE FIRE HYDRANT SHALL BE LOCATED REPLACED WITH A DRY, COMPACTED, GRANULAR AT EVERY INTERSECTION. OTHER FIRE HYDRANTS SHALL BE LOCATED MATERIAL SATISFACTORY TO THE CITY. SO AS TO PRODUCE A MAXIMUM 375 FEET HOSE LAY ALONG THE STREET TO ANY AND ALL RESIDENTIAL BUILDINGS. 9. EXCAVATION AND BACKFILL: THE CONTRACTOR SHALL PROVIDE ADEQUATE 15. ALL FIRE HYDRANTS SHALL BE CONSTRUCTED TO MAKE THEM SHEETING AND BRACING OF EXCAVATION WORK IN EASILY ACCESSIBLE TO FIRE PERSONNEL IN CASE OF A FIRE. ORDER TO PROVIDE FOR THE SAFETY OF THE MAIN VALVE SHOULD ALWAYS FACE THE STREET AND BE 18" WORKMEN, AS WELL AS REPRESENTATIVES OF FROM CENTER OF NOZZLE CAP TO FINISHED GRADE. THE CITY, THE DESIGN ENGINEER, AND THE 16. AS STANDARD PRACTICE, WATER MAINS SHALL BE INSTALLED DEVELOPER. 4 FEET OFF THE BACK OF CURB OR AS APPROVED BY THE CITY. 10. ALL TRENCHES SHALL BE BACKFILLED WITH 17. ALL WATER MAINS SHALL BE NSF -APPROVED FOR POTABLE WATER ACCEPTABLE MATERIAL AND COMPACTED TO USE. AND SHALL HAVE A MINIMUM COVER OF 30 INCHES. IN MINIMUM COMPACTION OF (95) PERCENT OF THE SPECIAL CASES WHERE IT IS IMPOSSIBLE OR INAPPROPRIATE OPTIMUM DENSITY OF THAT MATERIAL BASED ON TO PROVIDE ADEQUATE COVER, DUCTILE IRON CLASS 51 WITH CEMENT MORTAR THE AASHTO T-180 MODIFIED PROCTOR TEST. LINING OR ENCASEMENT MAY BE USED AS APPROVED BY THE CITY. 11. THE CONTRACTOR SHALL EMPLOY AN 18. ALL PROPOSED WATER MAINS SHALL BE FLUSHED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH INDEPENDENT TESTING LABORATORY AT HIS OWN LATEST AWWA STANDARDS AND THE FLORIDA DEPARTMENT OF EXPENSE TO INSURE THAT COMPACTION OF ALL ENVIRONMENTAL PROTECTION REQUIREMENTS. FILL MATERIAL IS COMPLETED PROPERLY. `PESTS SHALL BE DONE ONE FOOT ABOVE THE PIPE AND 19. WATER MAINS SHALL BE AWWA C-900 CL 150 OR D.I.P. CLASS 50 THEN AT TWO FOOT VERTICAL INTERVALS UNTIL STANDARD CEMENT LINED UNLESS OTHERWISE APPROVED BY THE CITY. FINAL GRADE IS REACHED. TESTING SHALL BE COMPLETED AND TEST DOCUMENTS SUBMITTED 20. UPON CONSTRUCTION COMPLETION AND ACCEPTANCE OF THE TO THE CITY AND THE ENGINEER AT A MINIMUM SYSTEM, IT SHALL BE THE DESIGN ENGINEER'S RESPONSIBILITY TO INSURE THAT THE SYSTEM IS PROPERLY CERTIFIED AND ACCEPTED FREQUENCY OF ONE SET OF TESTS BETWEEN BY THE DEPARTMENT OF ENVIRONMENTAL REGULATION AND AS-BUILTS EACH MANHOLE AND ONE ADDITIONAL SET OF ARE PROVIDED TO THE CITY PRIOR TO ANY USE OF THIS SYSTEM . TESTS AT EVERY MANHOLE. IDENTIFICATION OF TEST LOCATIONS SHALL BE CLEARLY INDICATED 21. WATER DISTRIBUTION SYSTEM SHALL BE DESIGNED TO COMPLY WITH ON TEST REPORTS. TEST RESULTS SHALL BE THE CITYS FIRE (WATER)FLOW CODE. FORWARDED PROMPTLY TO THE CITY AND THE ENGINEER. 22. MEGALUGS, BOLTLESS RESTRAINED JOINTS, OR GRIPPER GASKETS MAY BE USED ON ALL RESTRAINED JOINT INSTALLATIONS. MINIMUM 12. THE CONTRACTOR SHALL INSTALL A DEPTH OF BURY ON PIPES NOT MEETING REQUIRED COVER REQUIREMENTS METALLIZED FOIL LOCATOR TAPE, OR SIMIL,',R SHALL FOLLOW THE MOST RECENT DIPRA THRUST RESTRAINT DESIGN DEVICE AS MAY BE APPROVED BY THE CITY FOR GUIDELINES. THE FULL LENGTH OF ALL PVC SEWER FORE 23. WATER SYSTEMS SHALL BE PRESSURE TESTED AT 150 PSI STATIC MAINS. THIS PIPE LOCATOR AID SHALL BE PRESSURE FOR A PERIOD OF 2 HOURS PER AWWA STANDARDS. INSTALLED (15) INCHES BELOW FINISHED Gt ADE 24. ALL WATER SERVICES SHALL BE MARKED WITH A " X " SAWCUT INTO THE OR AS DIRECTED BY THE MANUFACTURER. CURB OR BY METAL TABS SET INTO THE PAVEMENT, 13. ALL TESTING REQUIRED BY THE CITY SHALL 25. ALL WATER VALVES SHALL BE MARKED WITH A " X " SAWCUT INTO THE BE PAID FOR BY THE CONTRACTOR. CURB OR BY METAL TABS SET INTO THE PAVEMENT. 26. BLOW -OFFS SHALL BE MARKED WITH AN X AS WELL 14. ALL LOCAL COLLECTION SANITARY SEWL:R 27. GRIPPER RING GASKETS BY ROMAC MAY BE USED AS APPROPRIATE MANHOLES SHALL BE PRECAST WITH A MINIMUM FOR RESTRAINING PRESSURE PIPE TO FITTINGS, VALVES, ETC. INSIDE DIAMETER OF 4 FEET. 15. MANHOLES SHALL BE LOCATED AT INTERVALS NOT EXCEEDING 400 FEET. 16. MANHOLE RIMS SHALL MATCH FLUSH WiTH THE FINISH GRADE ELEVATION IN PAVED AREAS AND A MINIMUM OF 0.2 FEET ABOVE GRADE IN UNPAVED AREAS. 17. THE CONTRACTOR SHALL CONSTRUCT SANITARY SEWER MANHOLES IN SUCH A WAY THAT SEWER LINES DO NOT INTERSECT SEALED JOINTS BETWEEN SECTIONS OF THE MANHOLE. 18. RUBBER BOOTS AND STAINLESS STEEL BANDS SHALL BE UTILIZED IN THE CONNECTION OF THE SEWER MAIN TO THE MANHOLES (SEE THRUST BLOCK STANDARD MANHOLE AND BOOT DETAIL). FOR TEE 19. INDIVIDUAL SANITARY SERVICE CONNECTORS ON NEW CONSTRUCTION SHALL NOT BE ij'�/ y •� y �v y/ •�✓ CONNECTED DIRECTLY INTO MANHOLES, BUT TO SEWER MAIN LINES BY USE OF WYE CONNECTIONS. ' ' ' 20. FOR COMMERCIAL SITES, SIX INCH MINIMUM • - " SEWER SERVICES AND CLEANOUTS SHALL BE PROVIDED AS APPROVED BY THE CITY. EXISTING PIPE 21. SANITARY SEWER LATERALS LONGER THAN 70 FEET, MEASURED FROM THE SEWER MAIN TO THE RIGHT-OF-WAY LINE MAY BE APPROVED ON A CASE BY CASE BASIS. TAPPING SLEEVE ,O MECH. TYPE 22. SANITARY SEWER LIFT STATIONS AND FORCE MAINS, SIZE, MATERIAL, AND DESIGNS SHALL BE APPROVED BY THE CITY. LIFT STATIONS SHALL BE CONSTRUCTED WITH A MINIMUM WET WELL TAPPING VALVE INTERIOR DIAMETER OF 5 FEET. INSTALLED WITH VALVE Box 23. ALL MANHOLE COVERS SHALL HAVE THE WORDS "EDGEWATER, FLORIDA SANITARY SEWER" CAST INTO THEM. 1. FOR USE ON DUCTILE IRON PIPE OR C-900 PVC PIPE, A 24. ALL SEWER FORCE MAINS SHALL BE PVC SPLIT -DUCTILE MECHANICAL TAPPING SLEEVE IS PERMISSABLE. ® SDR 26, UNLESS APPROVED OTHERWISE BY THE CITY. 2. ON ALL OTHER PIPE MATERIALS, STAINLESS STEEL TAPPING SLEEVES ARE ACCEPTABLE. 25. THE CITY OF EDGEWATER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO TAPPING VALVE Bc SLEEVE DETAIL PERFORM VACUUM TESTING OF ALL SANITARY MANHOLES, AIR TEST SEWER MAINS, AND TO N.T.S. TELEVISE ANY AND ALL SANITARY SEWER MAIN LINES. 26. ALL SEWER MAINS PRIOR TO ACCEPTANCE BY THE CITY SHALL BE TELEVISED BY A REPUTABLE COMPANY THAT ENGAGES IN THIS TYPE OF WORK. THE VIDEO SHALL BE NON-STOP WITH AUDIO DESCRIBING WHAT IS BEING REVIEWED. WRITTEN VIDEO LOGS DESCRIBING THE CONDITION OF THE LINES SHALL ACCOMPANY THE EDG _ 6 � TAPE SUBMISSION TO THE CITY. R 0 o 27. MANHOLE NUMBER 3 TO BE EPDXY LINED. o � a o o 28. SEWER LATERAL LOCATIONS SHALL BE 0 0 = 0 0 MARKED ALONG THE OUTSIDE OF THE CURB WITH A SAWCUT V, OR BY A METAL TAB SET INTO SANITARY SEWER THE PAVEMENT. a o 0 o 0 29. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS IN THE FORCEMAIN. o Q o Q o Q o o p p o FLORIDA 2 NON -PENETRATING ® PICKHOLES USF No. 225 FRAME WT = 85# COVER WT = 125# COVER DETAIL. NOT TO SCALE REVISIONS BY PLAN AND PERMIT SUBMITTAL REVS SHL 3. 7/15/00 FINAL CONST- REVISIONS SHL V ! Z 0 Q V ! Z 0 WW Q X W W U LiJ W Lv Ld L� ~ Z O � Q � J W Q U � Q • V ■ Z R� Mn - • Z W V V) cn W w Z z Jd Z Q m J m (w � U_ Z 0 J W� W V) Z w w W W Z LIJ �.! 00 Z z Q� s- W z I` W W d- S o U- W U Q=n Q v) N a Z m d- a Q 0 N Z0W Q z �� 0 >_ O o DESIGN SHL CHECKED FM H DATE 2-15-00 SCALE AS SHOWN JOB N0: HES# 00-017 SHEET 10 OF 14 SHEETS \ SOUTH TAT�UM �o SECTION 31 T❑WOF \ NSHIPSPUTH-3'Ss'45�pED PLAT \ , 17 34 Nl UNRECD MOBILE ESTATES \ PARCEL 5 \ '°o \ PARCEL \ 008° 30 15 W ! 30 -T-7 ANGE 34 PARCEL 1 \ \1 0_ N HIP`17 SOUTH R . - - \ 31 1dW� EA-- - ` \ \ ST LINE OF SECT IDN�_ �_ - \ \--- ---- . ---. - DF U,S, LDT _ - 1 -- WEST LINE Z \ ,S. LOT 4 GE 34 EAST PART TOV OF NSHIP 17 SOUTH RAN \ N \ SECTION 32 _ - US, Lp� 4 \ 4 INE pF __ . F Lp1 2 -6s\ \ � S1 LINE p 1 \\ SCOTTOp 00-0430 \ � ORTA \ 210 QUAY ASSISI \ NEW SMYRNA \ BEACH, FL 32169 \ 2 Q \ 0 -� 41 EME 3`� \ C' \ \ J 4 03RADIUS 152,00' IN DELTA 07°13'04" sla ARC = 19,15' \. ��Z WWI CHORD _ ° " �' �, \ RD BEARING - S16 13 34 E ,�.' �� ,,� ` r a,. 3 Q\� \ ��o \ -y \ \ �~ ' ' RADIUS 07 72,00 DELTA ° 13 04 = " ARC = 9.07' �� CHORD BEARING = S16 1334'Ecp GENERAL NOTES: \ 1. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN. 2. NO UNDERGROUND OR AERIAL UTILITIES LOCATED EXCEPT AS SHOWN. 3. LEGAL DESCRIPTIONS PREPARED BY HARPSTER ENGINEERING AND SURVEYING, INC. 4. BEARINGS BASED ON THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY AS S67�36'00"W. 5. THIS IS A SKETCH OF DESCRIPTION SURVEY. THIS IS NOT A BOUNDARY SURVEY. 6. MAP BOOK 23 PAGE 24 IS A TRUE COPY OF MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA. 7. MEAS = MEASURED R/W = RIGHT OF WAY F.E.C. = FLORIDA EAST COAST O.R. - OFFICIAL RECORD o� �2 of � P PR o \ \ 1 \ \ SCOTTOPORTA424 210 QUAY ASSISI NEW SMYRNA BEACH, FL 32169 Q� 0) o \ o \ Vr)0 -A NS �. / / 89' r / r- 1° A 6� o I � '3 J ', N2 � oa - .., � I REVISIONS BY PLAN AND PERMIT SHL SUBMITTAL REVISIONS I� Ill 0i n > Q n/ Ln 001 w P _J C� z � W <r w U OL ` n/ ,� Q � a- [� � a Ld L/ Li V J n n/ Q �W W Z Li `' �z L7 Q W Ld F—i > q H--i z U Q c/) L_7 o Q 0i D C7 Li r ^ H 0 (y) t1 U "t ci U DRAWN MLL CHECKED EMH DATE 2-15-00 SCALE 1"=50' JOB NOi HES# 00-017 SHEET 11 OF 14 SHEETS \ SOUTH TAT,UM o� SECTION 31\. TOWNSHIP 17 SOUTHATOfSa \ RANGE 34 EAST N13 UNRECORDED LEL EST - r r ' \ Dy \ \ N08° 30' 15 r- \ PARCEL 5 P ARCEL -- �' \ NGE 34 P ARCEL 1 \ o 1p SOUT N R A J- - SECT31 To I❑ \ EAST LINE OF �- --- WEST LIN � 34 EAST T pP U.S. LOT 4 UTH RANGE J \ PAR 17 SOU G 4 SECTION 32 TOVWSHIP \ SE v S Lp� _ T 42 \ EPS -ESA LINE \ 7452-01-00-0430 \ SCOTT PORTA 210 QUAY ASSISI \ NEW SMYRNA BEACH, FL 32169 o \ \ W %-74- (5- U)'D \. WescL \ s� \ CID 20O v) \ 2 \ N O v \ PCP cz \ I Z7 W \ /\o= 1-- \ \ \ 9 GENERAL NOTES: 1. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY \ AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN. 2. NO UNDERGROUND OR AERIAL UTILITIES LOCATED EXCEPT AS SHOWN. 3. LEGAL DESCRIPTIONS PREPARED BY HARPSTER ENGINEERING AND SURVEYING, INC. 4. BEARINGS BASED ON THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY AS S67"'36'00"W. 5. THIS IS A SKETCH OF DESCRIPTION SURVEY. THIS IS NOT A BOUNDARY SURVEY. 6. MAP BOOK 23 PAGE 24 IS A TRUE COPY OF MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA. 7. MEAS = MEASURED R/W = RIGHT OF WAY F.E.C. = FLORIDA EAST COAST O.R. - OFFICIAL RECORD 1 1 1 1 1 1 1 1 Q \ W ��-A G ) 13;c�2 0 �p N �1 \ 1 \(1 � \ 7452-01-00-0424 \ SCOTT PORTA210 1 \ NEW QISI SMYRNA UAY SBEACH, FL 32169 Nd 9 3c�0o\ - \ I HEREBY CERTIFY THAT THIS SURVEY OF THE SUBJECT PROPERTY IS TRUE AND \ \ CORRECT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, AS SURVEYED IN THE FIELD UNDER MY SUPERVISION ON THE DATES SHOWN HEREON. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN FLORIDA ADMINISTRATIVE CODE CHAPTER 61 G17, ADOPTED BY THE CERTIFIED T O i FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO FLORIDA STATUTES SECTION 472.027, SUBJECT TO THE QUALIFICATIONS NOTED HEREON. L SCOTT PORTA AND JENNIFER PORTA 21 RIVERSIDE NATIONAL BANK OF FLORIDA ' \ - ' 3, COLLINS; BROWN, CALDWELL, 4. ASSOCIATED LAND TITLE BARKETT & GARAVAGLIA, CHARTERED FRED M. HARPSTER - P.E./P.L.S. #4724/#1127 M. LISA LABREE -P.L.S. #5445 k l/1T %IAI If1 -li - -...... ...... REVISIONS BY PLAN AND PERMIT SHL SUBMITTAL REVISIONS LD z i-- W u n > Q n/ U-) o cu Ln W o I -� (� z cl, � W QW 0 U E7 X v� = Q �cL LL- n � o L,J H > ry L.IJ Id Ld LD Z LiLz Z LJ z L 3 n/ -1 H H :> W , z 1 �-L L3 0 C) z a: Q C) (11 -I ci _ Q ZD Z = o ° c U d- v DRAWN MLL CHECKED FMH DATE 2-15-00 SCALE 1"=50' JOB N0i HES# 00-017 SHEET 12 OF 14 SHEETS LEGAL DESCRIPTION FOR 1 PROPERTY IN LOT 42 ALVAREZ GRANT PER MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 42, SAID POINT BEING 341.8 FEET NORTHERLY FROM THE SOUTHWEST CORNER OF SAID ALVAREZ GRANT; THENCE RUN NORTHERLY ALONG THE WEST LINE OF SAID LOT 42, A DISTANCE OF 444.3 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE RUN N67"36'00"E ALONG THE SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 442.4 FEET; THENCE RUN N21 '47'24"W A DISTANCE OF 892.96 FEET TO THE NORTH LINE OF SAID LOT 42; THENCE RUN N73"59' 15"E ALONG THE SAID NORTH LINE, A DISTANCE OF 80.16 FEET TO THE POINT OF BEGINNING; THENCE S12"37'11"E A DISTANCE OF 389.55.FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 07"13'04", A RADIUS OF 72.00 FEET, A CHORD BEARING OF S16"13'34"E FOR AN ARC LENGTH OF 9.07 FEET TO THE POINT OF TANGENCY THEREOF; THENCE RUN S19"50'06"E A DISTANCE OF 491.56 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE N67-36'00"E ALONG THE NORTH RIGHT OF WAY LINE, A DISTANCE OF 499.72 FEET; THENCE N21 "47'04"W A DISTANCE OF 837.04 FEET TO THE AFORESAID NORTH LINE OF LOT 42; THENCE S73"59' 15"W ALONG THE SAID NORTH LINE OF LOT 42, A DISTANCE OF 422.27 FEET TO THE POINT OF BEGINNING. CONTAINING 409020 SQUARE FEET = 9.39 ACRES MORE OR LESS LEGAL DESCRIPTION FOR 2 PROPERTY IN LOT 42 ALVAREZ GRANT PER MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 42, SAID POINT BEING 341.8 FEET NORTHERLY FROM THE SOUTHWEST CORNER OF SAID ALVAREZ GRANT; THENCE RUN NORTHERLY ALONG THE WEST LINE OF SAID LOT 42, A DISTANCE OF 444.3 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE RUN N67"36'00"E ALONG THE SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 442.4 FEET TO THE POINT OF BEGINNING; THENCE RUN N21-47'24"W A DISTANCE OF 892.96 FEET TO THE NORTH LINE OF SAID LOT 42; THENCE RUN N73"59' 15"E ALONG THE SAID NORTH LINE, A DISTANCE OF 80.16 FEET; THENCE S12"37'11 "E A DISTANCE OF 389.55 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 07"13'04", A RADIUS OF 72.00 FEET, A CHORD BEARING OF S16"13'34"E FOR AN ARC LENGTH OF 9.07 FEET TO THE POINT OF TANGENCY THEREOF; THENCE RUN S19"50'06"E A DISTANCE OF 491.56 FEET TO THE POINT OF BEGINNING. CONTAINING 23321 SQUARE FEET = 0.54 ACRES MORE OR LESS LEGAL DESCRIPTION FOR 3 PROPERTY IN LOT 42 ALVAREZ GRANT PER MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 42, SAID POINT BEING 341.8 FEET NORTHERLY FROM THE SOUTHWEST CORNER OF SAID ALVAREZ GRANT; THENCE RUN NORTHERLY ALONG THE WEST LINE OF SAID LOT 42, A DISTANCE OF 444.3 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE RUN N67"36'00"E ALONG THE SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 442.4 FEET TO THE POINT OF BEGINNING; THENCE RUN N21 "47'24"W A DISTANCE OF 892.96 FEET TO THE NORTH LINE OF SAID LOT 42; THENCE S12"37' 11 "E A DISTANCE OF 384.83 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 07"13'04", A RADIUS OF 152.00 FEET, A CHORD BEARING OF S16"13'340E FOR AN ARC LENGTH OF 19.15 FEET TO THE POINT OF TANGENCY THEREOF; THENCE RUN S19"50'06"E A DISTANCE OF 495.14 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE N67"36'00"E ALONG THE NORTH RIGHT OF WAY LINE A DISTANCE OF 80.08 FEET TO THE POINT OF BEGINNING. CONTAINING 48252 SQUARE FEET = 1.11 ACRES MORE OR LESS LEGAL DESCRIPTION FOR 4 PROPERTY IN LOT 42 ALVAREZ GRANT PER MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA AND ALSO THAT PART OF U.S. LOT 4, SECTION 32, TOWNSHIP 17 SOUTH, RANGE 34 EAST, LYING NORTHERLY OF THE F.E.C. BRANCH LINE RAILWAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 42, SAID POINT BEING 341.8 FEET NORTHERLY FROM THE SOUTHWEST CORNER OF SAID ALVAREZ GRANT; THENCE RUN NORTHERLY ALONG THE WEST LINE OF SAID LOT 42, A DISTANCE OF 444.3 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE RUN N67"36'00"E ALONG THE SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 442.4 FEET; THENCE RUN N21 "47'24"W A DISTANCE OF 892.96 FEET TO THE NORTH LINE OF SAID LOT 42 AND THE POINT OF BEGINNING; THENCE S 12"37' 11 `E A DISTANCE OF 384.83 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 07"13'04", A RADIUS OF 152.00 FEET, A CHORD BEARING OF S 16" 13'34"E FOR AN ARC LENGTH OF 19.15 FEET TO THE POINT OF TANGENCY THEREOF; THENCE RUN S19-50'06"E A DISTANCE OF 495.14 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE S67"36'00"W ALONG THE NORTH RIGHT OF WAY LINE A DISTANCE OF 437.67 FEET TO THE WEST LINE OF U.S. LOT 4; THENCE NOB"30' 15"W A DISTANCE OF 778.30 FEET; THENCE N 13"55'45"W A DISTANCE OF 174.99 FEET TO THE NORTH LINE OF AFORESAID LOT 42; THENCE N 74"04'25"E ALONG THE NORTH LINE OF LOT 42 A DISTANCE OF 316.58 FEET TO THE POINT OF BEGINNING. CONTAINING 326311 SQUARE FEET = 7.49 ACRES MORE OR LESS CERTIFIED TOi 1, SCOTT PORTA AND JENNIFER PORTA 2, RIVERSIDE NATIONAL BANK OF FLORIDA 3, COLLINS, BROWN, CALDWELL, BARKETT & GARAVAGLIA, CHARTERED 4, ASSOCIATED LAND TITLE LEGAL DESCRIPTION FOR 5 PROPERTY IN LOT 42 ALVAREZ GRANT PER MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 42, SAID POINT BEING 341.8 FEET NORTHERLY FROM THE SOUTHWEST CORNER OF SAID ALVAREZ GRANT; THENCE RUN NORTHERLY ALONG THE WEST LINE OF SAID LOT 42, A DISTANCE OF 444.3 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE RUN N67"36'00"E ALONG THE SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 442.4 FEET, THENCE RUN S22"25' 12"E A DISTANCE OF 150.15 FEET TO THE SOUTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE S67"36'00"W ALONG THE SOUTH RIGHT OF WAY LINE A DISTANCE OF 80.00 FEET TO THE POINT OF BEGINNING; THENCE S22"25'12"E A DISTANCE OF 145.56 FEET; THENCE S66"42'31"W A DISTANCE OF 407.78 FEET TO THE WEST LINE OF LOT 42; THENCE S13"53'09"E ALONG THE WEST LINE OF LOT 42 A DISTANCE OF 18.68 FEET; THENCE N66"39'44"E A DISTANCE OF 430.56 FEET; THENCE N22"25' 12'W A DISTANCE OF 163.37 FEET TO THE SOUTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE S67-36'00"W A DISTANCE OF 20.00 FEET TO THE POINT OF BEGINNING. CONTAINING 10761 SQUARE FEET = 0.25 ACRES MORE OR LESS LEGAL DESCRIPTION FOR 6 PROPERTY IN LOT 42 ALVAREZ GRANT PER MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 42, SAID POINT BEING 341.8 FEET NORTHERLY FROM THE SOUTHWEST CORNER OF SAID ALVAREZ GRANT; THENCE RUN NORTHERLY ALONG THE WEST LINE OF SAID LOT 42, A DISTANCE OF 44-4.3 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE RUN N67"36'00"E ALONG THE SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 442.4 FEET; THENCE RUN S22"25' 12"E A DISTANCE OF 150.15 FEET TO THE SOUTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE S67-36'00"W ALONG THE SOUTH RIGHT OF WAY LINE A DISTANCE OF 80.00 FEET TO THE POINT OF BEGINNING; THENCE S22"25'12"E A DISTANCE OF 145.56 FEET; THENCE S66"42'31"W A DISTANCE OF 407.78 FEET TO THE WEST LINE OF LOT 42; THENCE N13"53'09"W ALONG THE WEST LINE OF LOT 42 A DISTANCE OF 153.60 FEET TO THE SOUTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY, THENCE N67"36'00"E ALONG THE SOUTH RIGHT OF WAY LINE A DISTANCE OF 384.93 FEET TO THE POINT OF BEGINNING. CONTAINING 58911 SQUARE FEET = 1.35 ACRES MORE OR LESS LEGAL DESCRIPTION FOR 7 PROPERTY IN LOT 42 ALVAREZ GRANT PER MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 42, SAID POINT BEING 341.8 FEET NORTHERLY FROM THE SOUTHWEST CORNER OF SAID ALVAREZ GRANT; THENCE RUN NORTHERLY ALONG THE WEST LINE OF SAID LOT 42, A DISTANCE OF 444.3 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE RUN N67"36'00"E ALONG THE SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 442.4 FEET TO THE POINT OF BEGINNING; THENCE RUN N 19"50'06"W A DISTANCE OF 491.56 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY; THENCE ALONG SAID CURVE TO THE RIGHT, HAVING A CENTRAL ANGLE OF 07"13'04", A RADIUS OF 72.00 FEET, A CHORD BEARING OF N16"13'34"W FOR AN ARC LENGTH OF 9.07 FEET TO THE POINT OF TANGENCY THEREOF; THENCE N12"37'11"W A DISTANCE OF 389.55 FEET TO THE NORTH LINE OF SAID LOT 42; THENCE S73-59' 15"W ALONG THE NORTH LINE OF LOT 42 A DISTANCE OF 80.16 FEET; THENCE S12-37'11"E A DISTANCE OF 384.83 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY; THENCE ALONG SAID CURVE TO THE LEFT, HAVING A CENTRAL ANGLE OF 07"13'04", A RADIUS OF 152.00 FEET, A CHORD BEARING OF S 16" 13'34"E FOR AN ARC LENGTH OF 19.15 FEET TO THE POINT OF TANGENCY THEREOF; THENCE RUN S19�50'06"E A DISTANCE OF 495.14 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE N67-36'00"E ALONG THE NORTH RIGHT OF WAY LINE A DISTANCE OF 80.08 FEET TO THE POINT OF BEGINNING. CONTAINING 71571 SQUARE FEET = 1.64 ACRES MORE OR LESS LEGAL DESCRIPTION FOR 8 PROPERTY IN LOT 42 ALVAREZ GRANT PER MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID LOT 42, SAID POINT BEING 341.8 FEET NORTHERLY FROM THE SOUTHWEST CORNER OF SAID ALVAREZ GRANT; THENCE RUN NORTHERLY ALONG THE WEST LINE OF SAID LOT 42, A DISTANCE OF 444.3 FEET TO THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY; THENCE RUN N67"36'00"E ALONG THE SAID NORTH RIGHT OF WAY LINE, A DISTANCE OF 442.4 FEET; THENCE RUN S22"25' 12"E A DISTANCE OF 150.15 FEET TO THE SOUTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY AND THE POINT OF BEGINNING; THENCE S67"36'00'W ALONG THE SOUTH RIGHT OF WAY LINE A DISTANCE OF 80.00 FEET; THENCE S22"25'121 A DISTANCE OF 145.56 FEET; THENCE N66"42'31"E A DISTANCE OF 80.00 FEET; THENCE N22-25'12"W A DISTANCE OF 144.32 FEET TO THE AFORESAID SOUTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY AND THE POINT OF BEGINNING. CONTAINING 11600 SQUARE FEET = 0.27 ACRES MORE OR LESS GENERAL NOTES: 1. NO INSTRUMEIITS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN. 2. NO UNDERGROUND OR AERIAL UTILITIES LOCATED EXCEPT AS SHOWN. 3. LEGAL DESCRIPTIONS PREPARED BY HARPSTER ENGINEERING AND SURVEYING, INC. 4. BEARINGS BASED ON THE NORTH RIGHT OF WAY LINE OF THE F.E.C. BRANCH LINE RAILWAY AS S67"36'00"W. 5. THIS IS A SKETCH OF DESCRIPTION SURVEY. THIS IS NOT A BOUNDARY SURVEY. 6. MAP BOOK 23 PAGE 24 IS A TRUE COPY OF MAP BOOK 3 PAGE 137 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA. 7. MEAS = MEASURED R/W = RIGHT OF WAY F.E.C. = FLORIDA EAST COAST O.R. = OFFICIAL RECORD REVISIONS BY PLAN AND PERMIT SUBMITTAL REVISIONS SHL z a H � z W W z X W W z W U H W J W W U Q U z I-1 LD W z W Z U 0 z > I C I---� ry U' ou ��CD �� LLI � d' I H (� z U, cy QW� U O� Cl X CL LL 0 C7 Z LLJ Irrl-//I > U LLI IH � D LD LLI LLj z Z> LLJ LzL1 3 LLI ry _I H \H U Z H z U Q 0 L3 o 0 CD L_JQ I- N Uz LD r^ H C] cy) a_ U d' Ill U DRAWN MLA CHECKED FMH DATE 2-15-00 SCALE 1"=50' JOB N0i HES# 00-017 SHEET 13 OF 14 SHEETS # k �w�,� I i C 3 F Wy r� pg I 6 Jg,- 7 . i X_ i o � ��: ` w d Ri r rn e �p 1 gg� � s i G .• 1 1'T"1 t s) x1: 1'a 1 rn y i i �a 1 = tra i 1 'I 1 +•<� } 1 -1 1 �►.� ` 1 � 1 xJ W� ��• 'eA- � f 11 n E _t, Ors k: , I b f 4 ti `4 t�1 1 k 1 i A ct: -.S1..14 x x Top 9,8000 BE REF-1-A.CIMIj NEW R—O—W LINE 0.� FEC RAILROAD 150RIGHT—OF—WAY EXISTING 12" PVC WATERMAIN 11 PINE GRAPHIC SCALE 0 30 60 1 inch = 30 ft. t' 1 ! 1/�✓ ` } St �^ x lMt '- t �1� �-�F,, � '�' �-'¢�y�k"'n •} r. "+'^.�s,'..'s"""-^=�. "' � !� A r" "'°*--„�^T�,..""'"'""""',+A�un„�.,a.-..,..-.,,-,-.."'e.: 1 ram" FA MT-1 PROPOSED 200, 210 AND 220 DALE STREET PROPOSED PORTA PRODUCTS CORPORATION (UNDER CONSTRUCTION) i 4 � , -g_ � r`'�;•- l i ! a.." ., � Qi r: '�-� � ` 7.��s••°u� fy 'A 441�4— s _�3 1 �...�.EiT R�iNAf�� F dFti, Es,. q _}:� ,r��,,a �� `..tea. ._ M. \� a .�,..m.� a _ IN 16" P AUA a • ,%;> , t _/°�., e�, i >`• � q . E=T i y )Pt;LM t L4P,.8T .�-,Z4..+.f "...: `'xa,,,..+n.r �,,e✓'•....,• '�...�-�,.# ,,,,'! m„-.....,. d _ r I• c �•. ^� G3 �k 7r �� .'- __._. `1; c jh° c' ' -- -- — 1 � j �s 'e-,.h %z ,r t �� « c+,,,..~� W __ -�_,_ . y__. �..�... _ �,. ..._ __,�.. .._ . _...,.. _,� ._,..x ep �,,, EAU, .. _-----..FVIRT ---- -- --- _ r,. 1 � F" 'n.�1'. ta. c� $Ai 1st' s '-- ,._' °� �. (��"Qpx ,.:e� {:]g. ,� f j ('? 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"'":. ..�-.,,.".... « ....,........,.o-.,..._�.«w,...�.:,,......,.s,r,.�.. .. .....-..« e, ....�.-,...-71, la Lit-....�•.,...-v..�,.,n-.......,....-. .....�,..„.«, «�' _ i J �i Cal' ._....-...w._, ......,.._„�.....,.-,..�.....�..-......��..... `-.:.....�rl.... .r.' ,,'r : . �P v...� VALVE !( �� ti C"�_,!� ^^^:._,'.w«..--.... � �''" ia•" P. , �, �� -.. .- - -.. - ..- - .,�-S-+f-• - � -'T - �•'.Fr,...,.....-,...,...,,,,,.4-.._..,�,.«..,,,.......•-,,..«.,., .,-.+,,.,...r.... � .,._...•.............. ...._ - _-..«.., y.`r,kR-.........Y-. � . `._.,,,,. '\ i ,...«..- � Mi,7 f i7tST" ry ! - 4 �_F— ._ . — ---- -- -..- — "� . � - i _ \ e� EE _. \ } Nil t t} •4F.. � —�+-' � ._ +.•, � +�r ,...,,.-..tee...,...«-.. .._ ..,,.-.,,......�..,....,. �< •,r4+..:.. �.•^-`:..^'�` t; ...C"'"'."' >� ti `~-'` `t ------ WOW �Qi.� a« „ „w 'i;1 f'tlur\ .� `�i �,,�1 [ �` `� (`ffF' � ��T�1.� xt�, EXIST U.G. TELE Y" r.<t� "=�t�!�� k , �' - ! \ i 1 m. OAK, k�-: � ` ��' l�. fS,l EXIST STOP SIGN f ., EXIST WOOD POLE s�.��; �x �°1: EXIST R—O—W LINE; R �.` x �s` ;°� : �,, , • �� ° R" ,0Axl�� "� n a L\ ,� ==14 t�: �y ?V. 1 ,� �� (,—_ —# 4 U,G. CONDUIT 4m crAl<u `\ E T f3aTr1�1 ' E O TO BUILDING •# E.XISIX-) WATER MAIN t 1 � 1 ,, t t 1 1 1 t i t!i 1a £jf� ski � ,I "'� • ��. IM_DW O �+.,.�' D.�.:H� r x•.� t 1 , k 1 :3 w II w (17 _ m r4 LEGEND 8 IPALN4 EXISTING TREE W/DIAMETER IN INCHES ------ 8 ------ EXIST. CONTOUR � 00 EXIST. ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE MB MAIL BOX CB CATCH BASIN UG UNDERGROUND WV WATER VALVE TEL TELEPHONE INV INVERT E OVERHEAD ELECTRIC ® WATER MAIN CONC CONCRETE EXIST EXISTING FF FINISHED FLOOR TBM TEMPORARY BENCH MARK EXIST VEGETATION LINE RAILROAD TRACKS F 9 k TBM # 1 NAIL IN EAST SIDE OF POWER POLE ELV. 12.21 EXIST FIRE POND NGVD 1929 L > ( 1A � 4 s '-' �! t- CHAIN LINK FENCE,ti �_ _ _� _ _._ X x _,,,y.;.-,,,.,-y .:..__.fie..-..,.....mow.-w.......,,,.,.a,.,.....,,ue...�.•._.-,....�.,..,.,-,...... � i EXIST SANITARY SEWER LINE EXIST BUILDING EXIST BUILDING FF = 11,36 s FF = 10.96 I I I A cU GRAPHIC SCALE 0 30 60 1 inch — 30 ft. L... s "..}.. '�'? 4 ��•Y'4 lP•i .�!, f" f '1 1:..� F p e I s� CONCRETE SWALE iF I EXIST SANITARY SEWER LINE TO DRAIN FIELD EXIST WET WELL W 7 IN' 12" PVC A ERMA � z { 1=, , J i Q 211 DALE STREET EXIST SANITARY SEWER LINE EXISTING PORTA TO DRAIN FIELD PRODUCTS CORP. SURVEYOR'S NOTES; 1. TOPOGRAPHIC INFORMATION ON PARK AVENUE FROM! SURVEY BY 3 DI FLORIDA, LLC LB 6953 DATED FEBRUARY 7, 2000 AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 2. TOPOGRAPHIC SURVEY FOR DALE STREET BY HARPSTER ENGINEERING AND SURVEYING, INC. FIELD DATE : 1-26-99 AND 03-20-00 3. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS OF WAY AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR EXCEPT AS SHOWN. 4. NO UNDERGROUND AND/OR AERIAL UTILITIES LOCATED EXCEPT AS SHOWN. 5. PROPERTY IS IN FLOOD ZONE "X" PER COMMUNITY PANEL #1203080001 C (JUNE 4, 1990). 6. ELEVATIONS SHOWN REFER TO NATIONAL GEODETIC 1929 DATUM BASED ON NAIL IN EAST SIDE OF POWER POLE AT SOUTHEAST CORNER OF PARK AVENUE DALE STREET. 7. TREES OVER 12" IN DIAMETER FIELD LOCATED. 8. TREES UNDER 12" IN DIAMETER WERE COUNTED IN THE FIELD PER LYNN PLASKETT, PLANNER, CITY OF EDGEWATER. 9. TREE COUNT 01-26-99 HARDWOODS PINES PALMS 6" 4 6 0 7" 4 10 0 8" 0 10 0 9" 1 5 0 10' 1 6 0 11" 0 3 2 1 pe,t ,y{yara Qs�� 4- I HEREBY CERTIFY THAT THIS SURVEY OF THE SUBJECT PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, AS SURVEYED IN THE FIELD UNDER MY SUPERVISION ON THE DATES SHOWN HEREON. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN FLORIDA ADMINISTRATIVE CODE CHAPTER 61 G17, ADOPTED BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO FLORIDA STATUTES SECTION 472.027, SUBJECT TO THE QUALIFICATIONS NOTED HEREON. FRED M. HARPSTER — P.E./P.L.S. #4724/#1127 M. LISA LABREE — P.L.S. #5445 NOT VALID UNLESS ORIGINAL SIGNATURE AND EMBOSSED SEAL ARE AFFIXED REVISIONS BY 1, PLAN AND PERMIT SUBMITTAL REVISIONS. SHL Z 1:1 >- IIo^ Y I W Z 3 W I `^Y' � LD W A W~ _ W^ � W aryCL � W H U —J • U w • _ W L� Ld o ° Z N N z oo Q LO J � CY) � o `� � QD o *k v) w w LL. a W z W Z � W W W U_ W � � J W ZW w ._ z > oo Lf _ L3 Q T-1 Zcu w 3(,) W i w .—� cu Cu Lr) > A cy) cu U Q 2 (') (') W , I- U u-) Ln 0 0Q(Xi CU I— Lj 1,,,, o V) z 2G4tt'I-o C wQ 0%, CTN� Da W H Q z 4.,D>- 0x� M Q = Q t] U �A Q-LU DESIGN SHL CHECKED FMH DATE 2-15-00 SCALE 1" = 40' JOB NO, HES# 00-017 SHEET IT'! OF 14 SHEETS