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Edgewater Commons - Final Site Plan - 03-23-1992wa;— •O �� 1 ./�� 9� .Op • .L a i,; O �1Ci �. r J LEGAL DESCRIPTION LOTS 3, 4, 5, AND 6, E DGE W ATE R COUNTRY ESTATES UNIT NO. 1, PER MAP IN MAP BOOK 11, PAGE 247, PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA, AND THAT PORTION OF HIGHWAY EASEMENT DISCLAIMED BY THE STATE ROAD DEPARTMENT OF FLORIDA, AS RECORDED IN OFFICIAL RECORDS BOOK 306, PAGES 345 AND 346 OF THE PUBLIC RECORDS OF VOLUSIA COUNTY, FLORIDA. (BY THE UNDERSIGNED FROM PUBLIC RECORDS) PREPARED WITHOUT BENEFIT OF AN ABSTRACT. SECTION 11/12,TOWNS HIP 18 SOUTH, RANGE F§NA1 D�a� CITY VOLUSIA 34 EAST OF EDGEWATER COUNTY, FLORIDA NOTE: ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET FORTH IN THE CITY OF EDGEWATER MUNICIPAL CODES AND/OR THE ZONING REGULATIONS. Prepared For: PARADISE DE VE LOPME NT GROUP 28050 U.S. 19 C A VA -E R INC. NORTH, SUITE 405 1 FLORIDA 34621 813) 726 1 NoTEo Ke�ISIND A X: (813) 726 or�S A aHSTr-',\x;nor4 0eseF?­-\/ATI0r4 f2-.7r AJID �GINE�INCa, ING. PALM HAF\F�R, �=L. 03-13: Wi � 574 - 2337 ORICzINAL bESI6rt4 � PERMITS Prey are d � JoHr-i G• t�oN # A G•, I NG. PF��T TA��t-+ ovet� PAY . AVID ENGINEERING, INC. CIVIL ENGINEERS -PLANNERS 36428 U.S. 19 North Palm Harbor, Florida 34684 _Phone (813)789-9500 FAX (813)784-6662 7-19-91 REVISED PER CITY COMMENTS .vo— / L THE DESIGN PROFESSIONAL WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAIL- URE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, QMISSIONS, INCONSISTEW CIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. PLAN INDEX 1. COVER SHEET 2. HORIZONTAL CONTROL MAP & LANDSCAPE PLAN 3. PAVING GRADING AND DRAINAGE PLAN 4. WADER & SANITARY SEWER PLAN 5. U.S. HWY 1 WIDENING PLAN 6. PAVING & DRAINAGE DETAILS 7. WATFR AND SANITARY DETAILS 8. LIFT STATION DETAILS SITE DATA TOTAL SITE AREA: 10.47 Acres +/— ZONING: B-5 (PLANNED SHOPPING CTR DIS T.) SE TBACKS: Front (Along R/W) — 50' Side — 25' Rear — 25' REQUIRED LANDSCAPE BUFFER ABUTTING RESIDENTIAL USE — 25, REQUIRED LANDSCAPE BUFFER ALONG R/W 101 REQUIRED LANDSCAPE BUFFER ALONG SIDE — 5 TOTAL BUILDING AREA (EXCL. OUTPARCE LS) — 820582 S .F. OU TP AR CE L "A" F.A.R. — 0.12% 3500 S.F. OU TP AR CE L "B" F.A.R. — 0.14% = 4000 S.F. PLAZA PARCEL F.A.R. — 0.21 % = 82,582 S .F. OUTPARCE L "A" IMPERVIOUS AREA — 22614 S .F. = 0.52 AC. OUTPARCE L "B" IMPERVIOUS AREA — 24878 S .F. = 0.57 AC. PLAZA PARCEL IMPERVIOUS AREA (INCL. POND & S WALE) — 359475 S .F. = 8.25 AC. TOTAL IMPERVIOUS AREA = 406967 S .F = 9.34 ACRES BUILDING HEIGHT 33' PARKING REQUIRED — 5.5 S paces/1000 s.f. G.F.A. 60' PARKING (82,582/1 000)x 5.5 = 454 spaces PARKING PROVIDED — 454 spaces REQUIRED HANDICAP SPACES — 9 spaces PROVIDED HANDICAP SPACES — 10 spaces MINIMUM PARKING SPACE SIZE — 10'x20' MINIMUM HANDICAP SPACE SIZE — 12'x20' + 5' access isle PARKING SPACE MARKING SHALL BE WHITE HANDICAP SPACE MARKING SEE DETAIL SHEET z 1 �1' � ? _Q Cie � o (� J co . 0 v _ M 0 M z SITE PLAN # 9106 6' HIGH WOOD STOCKADE FENCE 24.00' ASPHALT fit C1 PE EER ASPHALT • 4 .- ONE WAY / 4 FUTURE LANDSCAPE I BUFFER ,0.65 ACRE > '6OUT PARCEL Of "A" �j m 0 3300 S . FT CURB TO REM ED WH 1 0. 0 Lo r�l, Lr) t 41 i 40 I 39 EXISTING MEDIAN U.S. HWY. NO6, - - - - RIGHT IN/RIGHT OUT ONLY I r-%U T 01 IT r1Al l V 37 00 35 6' HIGH WOOD STOCKADE FENCE - 33 32 LYNNE GARDENS M.B. 19 PAGE 132 -01--o'so L ME pl mmll (7 w a_0 Ln z� 0 >i CL)LLi I l nN / N 1 7 o I • lk�-w>-cn -ozm o � 00 GRAPHIC SCALE '�I „ o w I+a o 20 ,o ao Igo z ►� I o ° o ( IN FEET ) 1 inch = 40 ft. O Q Zk I H I RI H 0 39'20'00" 0 L 90.28 0 0 � 1 u J T I 1 MI I AND CA E BUFFER I i6.59 I I CO 0 a� U U 0 U Z Ll� C) o z Qf 0 0 Q 0 Z o LLJ LL- 0 U O cl� Z w n CY) Q o w U LLJ 0 0 :>0o w LLJ LLJ CD 0 Li LLJ CIS 0 I 0 TR < Ll Aj u 00-01, TREES TO REMAIN TREES TO REMOVE O6 OAK o° 138 n o,2, P ALM 4 Ll_ 0� PINE 53 Oj OTHER ■3 4 0' M I I U DEAP i I I I LINE DIRECTION DISTANCE L1 S 89'21125' W 6.12 L2 S 89'21'25" W 5.62' L3 S 89'21'25' W 18.67' L4 S 20'26'4F" W 19.83' L5 S 89'20'00" W 24.60' L6 N 60'38'35" W 0.89' • V° oo ' � N o� �► Co o � 0 CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C1 8.00' 4.19' 2.14' 4.14' N 74'21'25" E 30'00700" C2 8.00' 4.19' 2.14' 4.14' S 75'38'35" E 30'00'00" C3 32.00' 16.76' 8.57' 16.56' N 75'38'35- W 30'00'00" C4 32.00' 16.76' 8.57' 16.56' S 74'21'25- W 30'00'00" C5 50.00' 12.68' 6.37' 12.64' S 83'24'15" E 14'31'31" C6 50.00' 12.09' 6.08' 12.06' N 83*04'15" W 13'51'31" C7 59.00' 79.97' 47.49' 73.99' S 51-1 O'l 0" E 77'39'41" C8 63.00' 111.82' 77.38' 97.71' S 38'30'33" W 101'41'44" C9 10.00' 15.71' 10.00' 14.14' S 44'20'00" W 90100'00" C10 63.00' 5.64' 2.82' 5.64' S 86'47'32" W 05'07'46" a =X Ea 0 o L Cc Z W W.. cn V cc Cn C . oo o NOTE: ALL TREES TO BE PLANTED ARE 4" IN DIAMETER, (MEASURED AT BREAST HIEGHT, APPROX. I 4 1/2'), AND SHRUBS TO BE A MINIMUM OF 1' HIGH AT PLANTING SPACED 3' ON CENTER. s PLANT MATERIALS USED SHALL EQUAL THE STANDARDS FOR FLORIDA N0. 1 AS GIVEN IN "GRADES AND STANDARDS FOR NURSERY PLANTS", STATE OF FLORIDA DEPARTMENT OF AGRICULTURE. H ALL RETENTION AREAS TO BE FULLY SODDED. E IZONTAL CONTR L PLAN T O OF-8 =� - e2e) �7 ADDITIONAL NOTES SIGNS AND BARRICADES TO BE AC�ORDING --: F.0 D.T. MANUAL o= ;; �- � -��_ t;':� fz ,aN �=1r= (STORM sE''N�� .'�� ��� ����. s� , +ter-' �=�=-r�'- HE DESIGN PROFESSIONAL WAIVES ANY _ _ �." ' 5 FS. 21 - C '�AEET EDGEWATER ALL CONSTRUCTION METHODS -NE MA �RIALS T _ 25 SAFE BRACT ES- REFERENCE F.C.C.T.. INDEXES FO. Tr?U 65C' A'.� 1�349 28 _ _.Ji 3F 'NjT ,`L .0 �,„pEa Rr. =Dy ;'� � AND ALL RESPONSIBILITY A AND LIABILITY 16 ,- �,�'.A,PJ?, - = N,E� :=- AT' :-OTT. DE .EL:1PMENT STANDARDS AN[ F.D.O. . STANDARD PER R!"AD�hA AND TRA'.FFIC DES �N STANDARDS LATEST EDIT. N _ R _ ' ^� J'V. L ' OF FFi� OA<�WA IS `) ,t C FOR PROBLEMS r ,Ntsh GR,ADEs of aPKINc .aREAs +NICE NOT BE SPECIFICATIONS =0R ROA ANC BR CGE CONSTRUCTION _ATES 100 THRU 116. AN ARROW BCAPC, WILL 9E REQUIRE'D FUR D.C. INDEXES; =tit= � v� } :; -1=:'. sFE�I� �.^ T ONS, sE TI r. WHICH ARTS E FROM FAILURE TO FOLLOW 1 7 M�RvPER ^� p N'ING OR IMPROPERLY CR.AI'JI'VU .AREAS WILL -, TE., ANY Po EDITION. LANE CLOSURES ON U.S.1 AND ROBERTS ROAD �,_ _ J CtUL ' �C , .�! _ �, , THESE PLANS, SPECIFICATIONS AND ��E, 2f S?RIPPED AND REPA'`JL`_' UNT'L ALL DEFECT''A__ ^A.INAGE !S. 22 _ ALL PROPOSED 'WORK MUST CJMP_Y .W;T'H F D C;. _ INDEX No 700. 26 P. ;.O E EX' AN` 10t, JOINTS -WHERE 4� At. -, 6 si�E NALk,'_j ABUT r; F DETEf.MIh: THE DESIGN INTENT THEY CONVEY, EXPENSE., - TI OR FOR - ,PP AT 'tiE CCNT=AC70R5 _ .i 23 V f' .-. � AL_ Ft1GHT-OF- NA ' :N ' AL. A -IONS 'WILL COMP_l W' fl i S 4 J,'- "U�'aEv s.Ri_ ✓!► N I-� RIGHT- 'F•-WA' v1+ _L 'BE �OMi "r_., T,' PROBLEMS WHICH ARISE FROM OTHERS' g - M SLOPE JF c -ARK Nt3 AREAS NOT TO BE L='SS F;i k"4 0.`'0%. OF = LOn1DA UTIu1lES A.0 COMMJDATONS GUIDE, EDGEWATER 27 00% r)r MP,XIM.,M DENSITY FAIL- URE TO OBTAIN AND/OR FOLLOW THE �T R ACE, 3000 PSI !N 28 DA'.`. 19 .� ; OfNCRC E i 0 E AL- 24 ALL PROPOSED WORK MUST COMPLY WITH MINIMUM TESTING. FREQUENCY REQU!REMNETS. DESIGN ��� DANCE WITH RESPECT HE MATA!NE�� 20 n�,-STE `✓E'wAGE AND D A!NAGE FACILITIES. 'NIL_ iN -- --- '- -' I TO ANY ERRORS, OMISSIONS, INCONSISTEN- CIES, AMBIGUITIES GUITIE _ _ PUMP STATION WILL BE DEDICATED TO AND 0 R CONFLICTS ARE ALLEGED. WHICH MAINTAINED BY THE CITY OF EDGEWATER EXIST. 18' RCP \ INV. = 18.21 CON SPLASH EL EXIST. 18' RCP INV. = 18.16 CONIC SPLASH EL 18.06 GRASSED SWALE AREA PERC SWALEUOSO PERC SWALE PERC SWALE TREATMENT EL. = 18.91 TREATMENT EL. = 1 2 TREATMENT EL = 19.80 -� ENGINEER OF RECORD TO VERIFY,- - - IN FIELD PRIOR TO C0N1qECT1ON. ENGINEER 0 RECORD TO VERIFY EXIST. EDGE OF PAVEMENT r 19 3i RIGHT TURN LAW - - SEE U. . 1 WIDENING ` - ,ta.o PLAN T. S -4 UNDERGROUND TELEPHONE CABLE-,, S} 20 R - I 21- R 19 1 20 . �� 19 • f AAIII__ 24 PROPOSED Z W OUTPA L ABA I 0 j I < W, o URE PRO SED 2500 SF \ I co . 40 0 SF CANOPY _ �! R I 3 / DUMP ER BUI! �N I .1 -qp. 1N 5 I IN G = 18. GR...IN Rktr 0 ,e 35'. 14 b� l IZ. V. _ .75 I = �4 87 INV. 15.1 j � � LE P1' T uF>,!J`uoRTN FA�tN�, G. a 18. G.E. 8.5 V. 14, a S 'o 122 4x3 eso OF PAVT. RAISED �v t1pT �NFc-R 51(�rJ (�V-rtj �A-t-AN �t -- ` o A 2 / ' 1 2 x45 16 9x45 �89° 2 24' P O .11% .lox o 0 0 • NOTE: STRIPPING ON ROBERTS ROAD A N D U . S. 1 T O 8 GR 1 IFT 1 �i 1 9E DONE IN ACCORDIWCE 1MT�1 10 LF ,8" RCP O 2007G , 90 9x45 C = e so I 1 r7 / I .. 50 I �° FDOT ROADWAY DESIGN STANDARDS MES SAND SAG 2 ER I = 0 you INV. 16.30 ENT SUM 0.1 r 11 5 Ii lr �5 p . 0 °7 GR. T 6 I Q L LffGLWD . = 18.po I _ OUTFALL CONTROL a "0 ° 9' / INV. 14.ivFv �9 EXISTING PP STRUCTURE FL AN E $ � GRATE EL = 19.10 WEIR EL = 17.50 �' M.E.S. 1 \ F O DE 00 TYP J T B / • � 75.61 SPOT ELEVATION 0 BOTTOM = 16.50 INV.- 14.5 3. x 5. ,9 s , s <<t° ( I I I _ TOP OF BANK V 40 s q 1 SEE DTL SHEET R M EE 0 L Q 1 4 (E I DRAINAGE FLOW F- cb� Z GRAPHIC SCALE FUTURE PAVEMENT 3 z ? o� p l 40 0 2° 40 so Sao NOTE. • ., 2q a0 �e p A 2,'20 2 2 20 'o S_ p ONE WAY FUTURE I • ? ti•, ry�. ?� ? ? 20. ti� 2p ?0 ?� ,0 20 0 � Z OUT PARCELS TO BE E p ?� ? ,0 '. �0 60 20 0 0 (� • �� °0 0 8 2 ° F TU R E PHA I O ( IN FEET ) CLEARED (NO TREE Q0 cc 1 inch 4�0 ft. REMOVAL AND 0.64 ACR _4 a SEEDED AND MULCHED. GR. INLET 7 G.E.=, 9.40 , INV- I U.15 77 IF 24' RCP 0 0.20X M.E.S. 2 INV. _ 1(j. L90 =- , OUT PARCEL� •• ��_►_ ' �. •C. D- PAD SHEET FLOW I 1 P STORM SEWER DISCHARGE � �, �, o ,g s a �s � ^h �h .�s O� �-� �e �g_a I LIMITED TO STORMWATER , eo ?o ^� ° ��, SS ,9.65 s 35 �n HISTORIC TREATMENT o f gas ti 2Q, I 00 MITERED END SECTION PREDEVELOPED �g o' �o ,0 _ $ 1 IQf RUNOFF POND 2 �, 19 '9 BS ,s., ' lg,S ,g � 19 6S )g )S ,9 �� 9 9 _ ��� � o H cP AMP gas es s �, � N/A FINISH FLOOR F-29.00 T.O.B. - 19.50 s0 0`° H P AMP - - TEST BORING N/A B . 0. P . = 15.6 , �0 20 20 Bo i 20 �0 ?o 70 0 m S.H. W.L. = 14.4 �9 - ? - 200s s "-+ T OVERHEAD TELEPHONE N/A 00 HD P RAMP \ O E OVERHEAD ELECTRIC N/A \ •20 1 ?0s � • 2g00 HD P RAMP p 20.10 CONC. L 0' 2 0' 2 0' 2 0' 5' 20 �- � r9 Of m_m_= LIMITS OF HEADER CURB 5 0 R Q `\ s NOTE. FLUME 9 r rOf a � SIDES AND BOTTOM � 5 0' � 2 5 2 0 15 15 2 0 2 0 I�AIL70 RETAIL OF POND TO BE 2p �1 21 S E • 0 PLAZA = 21.00 0 SODDED i � � 1st FLOOR ELEV. F LA A 1350 SF e -20 1 O O 90 d N D WALGEENS ` C�'L�G�ER �b CIO ES 61 0 S�o �o �o �o � TAIL 1 2 3 4 5 6 7 8 42112 SF R 1 2 3 5 6 1. BOUNDARY, TOPO AND TREE INFORMATION BASED ON BOUNDARY AND TOPOGRAPHIC SURVEY RECORD TO VE - 20 BY RONALD W. LUCAS, P.L.S. #4165, Job #88 - 02 - 003, DATED 12/11/88. ENGINEER OF REDO 8 PUBLIX ° �' s 0 8 0 ,� Z°. IN FIELD PRIOR TO CONNECTI �9 ^ � �, , 20 0 �o, C� 2. SITE IS LOCAT?-7 IN F!_OOD ZONE X PER FEMA PANEL # 120308 - 0002 C (ABOVE 500-YR FLOOD ZONE _ - _ I Y W Q 3. THERE ARE NO JUR - i IOT10N WETLANDS LOCATED ON $ITE._ 7Elf ED WITH '}0 R `A Q � 0 4 PAVEMENT ALL ING STRIPING CONSTRUCTIONO SBTANDARD PARKINGND REQUIRED SPACEE MARKINIGNAGE GS SHALLCBEDWHITE `--' �� f9• 3 r-P PAINTED BLUE & WHITE. 8p C W f- HANDICHF ,ACES SHALL BE 80 ' ` � - �'� � 0 I - 5. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTORS 2060 2 W RESPONSIBILITY TO DETFr"?INE THE EXACT FIELD LOCATION OF THE EXISTING UTILITIES PRIOR TO 50 R 2 >o 080 ' Aa Z Z I 0 CONSTRUCTION IN THEIR -1C . Y. 6. THE CONTRACTOR 5hALL i TF !HE UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. /� •� U Z 7. ALL UNDF_RGRCt)dJf}'V-FiUTITES, INCLUDING ELECTRIC SLEEVES AND IRRIGATION LINES, MUST BE INSTALLED BEFORE ° o p 2oso 2° 2�•0 �� .� BASE & SURFACE ARE CONSTRUCTED. 1 ° 1 840 SF ?o �s.so (f 8. SPECIAL CARE IS TO BE TAKEN SO TREES TO BE SAVED REMAIN UNHARMED DURING CONSTRUCTION. Ap �° I �'*�e '° _ 9. ALL INTERSECTION EDGE OF PAVEMENT RADII ARE 25' UNLESS OTHERWISE NOTED ON PLAN. ` LD 2 40 20 "� o I 18 TAIL Iq. fiiq �rs. 10. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL ITfTITION POND 1 90 3 LINE FR 0 PUBLIX o l - �s AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS AND ADJACENT DRAINAGE SYSTEMS. T.O.P. = 20.0 � -, B.O.P. = 17.0 CONC.- bolo CONC. TRUCK PAD ti°9° �oNc. ��C 9�0io �.° 11. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES. S'H.W.L = 1&0 M.E. 2 ME �•�1p � 'ja p5H o K R4 DUN TE o g � �jq zO 12. ALL CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS PER THE CITY OF EDGEWATER MUNICIPAL CODES. TREA?wiE�iT EL = 17.46 INV. e. ° Zo. iR • ' N - COMpA 10 _•� �a I 13, ANY DISCREPANCIES BETWEEN THE ENGINEERING PLANS, ARCHITECTURAL PLANS, OR THE CITY OF EDGEWATER PS •ap o'L° 2°?0 1 - e� �9 MUNICIPAL CODES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. SA AG • SED T SUMP D o �° �O• LAB - �, ' , '�•aq N ye 14. ALL PONDz> AND SWALES ARE TO BE FULLY SODDED. ORMWATER _ 15. THE PONDS ARE TO BE EXCAVATED PRIOR TO BEGINNING OTHER CONSTRUCTION ONSITE TREATMENT - 1918 t� TO CONTAIN STORMWATER RUNOFF DURING CONSTRUCTION. 0 POND 1 N 1817 SEE ADDITIONAL NOTES ABOVE 17 ,a. ` IF 1. 1N T 9 45 LF 1 0 ERCP GR. T 11 190 LF 30 ERCP 8 137 LF 1 23 RCP 153 LF 23 ER .E 19.0 G. E , .00100 0 0. 0 0 0 0.10% 10 0.1 1 V. � 2 7 0 0.20 1 INV. _ .48 .12 � 2 9 40 39 3 - 4 33 32 31 HMO C�� 12 TO U I`� ���� GR. T 11 GR. 10 FA4 et A ff:1-4-T r-I G.E. 0.00 L Y N N E GARDENS G-E. 0.00 TO S "A L-e IN = 1 71 IN = 1 85 C 1S�t� '�I �-l� l N rc-' . l� 9'2- M.B. 19 �A D IA � � � PAGE 132 • PLANS NOT VALID FOR CONSTRUCTION UNLESS SIGNED, DATED j AND SEALED, WITH AN EMBOSSED SEAL BY A PROFE�' 10NAL, r r7 FO r E �I�5 F Vj I DC N 1nJ C7 sTQ_ tPlICJ ENGINEER REGISTERED IN THE STATE OF FLORIDA. ... tt DRA/NA GE 7 Ln q a I � a >n N >i d. z J 0 �m I ( i in 0 O �w>-(/)-OZ(n II I N � N 6 Z o W Ln o W C) Q � � U o N L � � � U U Z 1__i__. D C) 0 z �n V 0 Q 0 z0(If 0 LLJ = LL U 0 - C O c1f Z Z W n �Q 3: (� < 0 u�W LLJ D �-- � O L Q 'n 0 O O N L LJ F_ L,LJ p cn CD 0 LW LLJ U) 0 Q 1._L_ 00, a_ ■ 00 (4) � N z w Ca O rt r- C � � D 00 a. = x MIA E' z b.. �0 m cn C L zoo o oozoo Lucc � Div a" o C"j c. s s H E3E T OF 8 I �] - 8• (TYP) l Ia• (TYP) PLAN VIEW 8' DIP I(20 LF CENTERED ON CONFLICT) 29' x 45' ERCP EL 18.40 I 8' ((YP) EXISTING MEDIAN _ .S. HWY. NO. 1 -__ -�/ EL 15.25 I- - - EL 14.54 - - - 8(TYP) - - / PROFILE VIEW CONFLICT BOX -DETAIL (BOX TO HAVE A GRATE INLET LID) ASPHALT 0 0.64 ACRE ��` j GRAPHIC SCALE OUT PARCEL • „ � I I 40 0 20 +o so 160 ONE WAY ♦■ - B .I I I FUTURE 2. WATER 6C ( IN FEET CEL UTURE FUTURE CON UCTION ---,w A °NC. PROPOSED FUTURE 1 inch = 40 ft. T I I UMPST R WATER METER I TURF CONSTRUCTIONI I I AD 4000 SF wiR.P.B.D. w � BUILDING 2500 SF I Q � RIM � 19.00 / Q V _15,601 I CANOPY MH I m I 10 LF r PVC W/ PLUG INV = 1 .10 RIM - 19.00 • I INV. 15.00 � AF 10 LF a' EXISTING PROPOSED EDGE OF PAVT. THIS PHASE - EDGE OF PAVT. T1#S - I CO � � TN DUMPSTER SEMBLY PAD TER METER W/R.P.B.D. I FIRE HYDRANT AS FUTURE WA • c4 I N/A FIRE LINE I t 0<1_ GATE VALVE • I N/A WATER SERVICE I I I WATER METER w - - - - SANITARY SEWER 2 F 8" I.(� FORCEMAIN r . Sew C t ON NF GT - - - SANITARY LATERIAL C 0 NFL- I D I o p 8" PVD LO I c TS FIF ELINE 04v-GLEVERA I No FJEQT F.H.A. 1. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTOR'S RESPONSIBILITY I I TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THE VICINITY. 8" PVC FIRE NE I 2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. H CP AM 3. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE ROADWAY BASE AND SURFACE ARE CONSTRUCTED. H P I AMP - - - 4. SPECIAL CARE IS TO BE TAKEN TO PROTECT TREES TO REMAIN DURING CONSTRUCTION. CENTERED ON CROSSING I EHE)AL 4.T4 HD P RAMP 5. ALL PIPE LENGTHS ARE PLUS OR MINUS AND ARE MEASURED TO THE CENTER OF STRUCTURES. -vVttqtS/ HD P RAMP _ 6. ALL WATER AND SANITARY SEWER LINES ARE TO BE PVC UNLESS OTHERWISE NOTED. FiH.A. 20' 20' 20' 15' 20' 15' CL w I 7. SANITARY SEWER LINES PLACED WITH LESS THAN 18' MIN. VERTICAL SEPARATION CROSSING WATERLINES OR STORM 20 20' 20' 20' 15' 15' 2O' 2O� LINES SHALL HAVE 20 LF OF DUCTILE IRON SANITARY SEWER CENTERED ON THE CONFLICT OR CONCRETE ENCASED r5 0' 770 I I I (SEE DETAIL) SF R TAIL I > I 8. CONFLICTS OF WATER AND SANITARY / STORM SYSTEMS ARE TO BE RESOLVED BY ADJUSTING WATERLINES AS g 1121 S:* E AILo a NECESSARY. o O 1350 SF � I } 9. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN CONNECTING PROPOSED STORM, SANITARY SEWER AND � D O • ELL WATER MAINS TO EXISITNG MAINS OR STRUCTURES. 6100 S It WAL EEN S W 10. THRUST BLOCKING MUST BE PROVIDED AT ALL POINTS OF FORCEMAIN DEFLECTION EQUAL TO OR GREATER THAN z RET 1 2 3 4 5 6 42112 SF `��MH 8 I O 11 1/4 DEGREES AND MUST MEET CITY SPECIFICATIONS. AIL z # ;RIM 19.s 11. ANY DECREPENCIES BETWEEN THE ENGINEERING PLANS, ARCHITECTURAL PLANS, OR CITY OF EDGEWATER MUNICIPAL CODES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. N PUBLIX '"V" 14.50 W I W ° I MN 9 14.60 N j 0 12. PRIVATE FIRE MAIN SHALL BE CONNECTED TO MUNICIPAL 16" WATER MAIN ON ROBERTS ROAD, WHEN 8] S O 0. 07� I (� AVAILABLE. �!�' NIV = 14.96 CL I CCi I 13. FIRE LANES TO BE POSTED AND PAINTED IN ACCORDANCE WITH FL UNIFORM TRAFFIC CODE. B Y MH 10 o R 3 1 t C�I�llb 3%4tt RIM - "00 '1 °'. 00 0 (� TI zS INV - i'5.64-M 15. - 0 � I v J d MH 11 15..64. y rD a- u I P'rG1W '�1 N RIM = � o 15 •'j n • r W w 5 f 15.80 1 INV = ,,� IM 1 .90 F.. ? w 1 j Z Q 1 .10 f pVeo_-AX FT(j. " MH 3 MH 2 w 800 Sr I INCREASER TO CON15 LF 4- PVC K CT MAIN 6/ G.V. 11 - a $� I m04 • Iew A%/ I d ether- I (NG. 3119I It NQ) RA rap 19.80 9.0 40 39 P N !i lt�-" Mew I 10 EXISTING FIRE HYDRANT ASSEMBLY----------. I RETAIL N&'� CHECK VALVE ASSY.� UBLE -, -r1!!� ON EXIST. FORCE MAIN I SANITARY 1 PUMP STATION SEE DTL SHT. 8 16'X 8" TAPPING SLEEVE r AND VALVE 6'X 4" ING SLEEVE MH 4 ' I AND VA RIM - 29 p 18 0 0. 0 0I I 2 % 4'WA METER I I 1 1 INV - +&R" 30 29 28 38 6�� I 33 32 I 31 IS" ri -N�-4e. vs4&"TTR S ST�N� EZ�11 NOT VALID FOR CONSTRUCTION UNLESS SIGNED DATED �' ��� � LYNNE GARDENS PLANS o , 'Tb A C•lombIN•�C> F�(t /L'�N1E.S�Ci �j�E, AND SEALED, WITH AN EMBOSSED SEAL BY A PROFESSIONAL \MTt-t ME-MRS AS M.B. 19 ENGINEER REGISTERED IN THE STATE OF FLORIDA. �a p.L-coo `1`I M-CD Pam` ' f DNA a P\t409 +t- - G'Z'7' PAGE 13 2 roil * `q i+ s two THE DESIGN PROFESSIONAL WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND THE DESIGN INTENT THEY CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAIL- URE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTEW CIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. SEWER PLAN I J Q w 7 a 0 % Z W J D Q 4 a' x w > - 0 - 0 z 0 ort' °j ^II I N J N O W 6 z ^F W U p Cn 0 o > � O 21 U L 0 0 U Z C/)o L..L z CD 0 Q C � G z o o LWLL. U �Z� Z W rnQ or-00, 0 � I I , ui Lli -i U 0 F" LLJ u7 Lrj Q 00o >�� N W QV) 0 LLl Ld V / 00-000, Q a_ _ It V00 � N z ow ow zI wy O1 Z c rc 2 C-) a =xx W E� W y 00 Z Ln � o c � I Q �� % z ZW rn W �- r-- 00 Cn �. a o � N � �a s H E4E T OF 8 0 Q W Z NORTHBOUND TRAFFIC Q U*S* I I WY. NO* I SOUTHBOUND TRAFFIC W z �♦ EXIST EDGE OF PAVT. � T TAPER 200' RIGHT ��o-- �zs-s _ _ � z2:oo u 4� SHOULDER x22.5 x22.5 � x21.2 x23. 23.8 x 24.0 23.8 24. 22:2 x• 25. NORTHBOUND TRAFFIC 24.00' r�rnr+� i INSTALL "ONE-WAY" SIGN (R6-1) � SOUTHBOL NID TRAFFIC GRAPHIC SCALE 30 0 15 30 60 ( IN=) 1 inch = 30 fL EXISTING GRASSED SWALE MEDIAN 120 99-5i — —22.194— IA* M CAD PROPOSED 2' MINIMUM TYPE S-1 ASPHALTIC CONCRETE SURFACE COURSE WITH 1" MINIMUM TYPE FC-1 OR FC-4 FRICTION COURSE 10 1 /2" COMPACTED LIMEROCK BASE (PRIMED) — 12" TYPE B STABILIZATION (LBR 40) 1" TYPE FC-1 OR FC-4 FRICTION COURSE TO BE PAVED IN A SINGLE PASS WITH UPPER PAVT. LAYER 101* I U.S. 1 WIDENING DETAIL EXIST. 18to RCP INV = 18.21 CONC SPLASH EL. = 17.99 EXIST. 18"RCP l a INV = 18.16 CONC SPLASH X 19.4 x 19.9 19.95 X 19.7 1O 4o9.4 EL. = 18.06 INSTALL "ONE-WAY" SIGN (R6-1) v 21,f13 _. v2 9.F311 ............ X 1;9. 3 2 ;.- .... ............... ........- ...... .....:.: .. ...... .. .. :..................... .......... ..... :...... . �' .::........ .............. ....................................:,�\ , U w 11c) ,r% ^ I 7 ems• 112, 1 .71 N E T. I TU N LANE Ln � o � Q w m � O � us sm 1 WIDENIN I G Ww> - cn —OZcn A N III p W ui 75 V) '- o 0 Z ° 1 W O W � V 4 � c cp C v U L M U 40 U z a. D Q L.-._ -*0 o z 0 _-1 0 Zw Q w J� J U Wo ` `00o N w w H V) w V) 0 Q Q a. V 00 `0 Z o� w� ~r te°cc c Z �� �o �Go � X W ° c; C. d co Zoo zW mr_ W`0 _ 00 O �LL s H E 5 E T OF 8 - R,t ALUMINUM SKIMMER (ATTACHMENTS AS NECESSARY) 2 .OG C I I 1�r y J-.0.��ror/, Y C, NO USA U S. FO'�r.� RECT_ 12 OR EnU -L. FIN 0 F,0T. EL F-V 'I i 19.10 16.50 17.50 1.2 EL� SKIMMER If BAFFLE X Y BOTTOM TOP 0.50 4.42 17.20 '� 19.10 FDOT 1N_'E X -,F2132 "MODIFIED" ^T OUTFALL CONTROL STRUCTURE ,PIL LWAY SLOfF lit r, J �-_wl mil T I fl I j 1/4 nAtMFER l)W AL. E t t':ISED EDGES 1 rFLAT FLAT SlDPE 311-OPE , OQ ,<,0OJ� SOD ENTIRE AREA Q• 41 0 O Q' Q• 0� QiPpQ, % 5Q' Q, �Q GO �Q' Q' OQ A00 OJ�Q Q O Q� �O 0co � 7 Al SHWL 14-.4 ('ho,vy f1wi Poi/Iloets-� irlrelde foil Pw/lk' pouf r (yrlofu: I , for I - - / (onlod 2t7 To.arr Fk- 1 Z f 111n.OM. WOOd, Srea! Etter FoOrk [in�- f.JJ IW/ff. AIM, i- 6'Ye,. (nrlaren,re With :! S.c. Sd5 FOOT Sp.c. I Foo,k a 1 sill fk- _: 14 ELEVATION SECTION IYPE III SILT FENCE opl lonal fiat 1 POJ Il bu Potdtry Mesh 1 ?0 CA. inn, 1 Pfl•c1Lro pool Pultlo. Fos((options, rA rOf I II ryes A Fence faork �'. �-rCWd 2(1 n Io.rO /b» J• YIA. obs f . Wood. Siryde.r No. +Sz Sri. S156 !JJ lba/FI.YM.1 Foor Spec.1 A7 Yor. r ? pwify Vito Or rope A Fern fobrk Filter Fobrk (inCaJorerorro l /fllleI fdbrk -with Sec.905 F(br Spec, I � SECTION THRU POND ANn nl,1TFAI I- PROPOSED DRIVE EXISTING PAVEMENT L 2" TYPE S-1 ASPHALTIC CONCRETE 8' COMPACTED BASE L,IMEROCK, SHELL OR CEMENTED COQUINA SHELL COMPACTED TO 98% OF AASHTO T-180 12' COMPACTED SUBBASE U3R 4-0,'COMPACTED TO 98% OF AASHTO T-180 PROPOSED DRIVEWAY CONNECTIONS ON ROBERTS ROAD T _- sw en Fib er Fob6k rn Abs e'er (N Ci,.dlihd Gtoii /Aaoro,. Ir, 1f 1. ` k `� •l • Are r'l.,d Uro.r �nrow 8d'1er fork - -- -- N ✓ SYr floe I Slott titer rho Rowtre.nenii o/ Solo f - Soci,10A 9e5 or rN s/afoo rd -- -- - 5' min. Speclfkwl dons. Cart Or fob,k To 8e YrJWd In The Cca/roc/ Un/f Price 7 m for Soled Ho, Or 5l rw. 7N, - - SECT68 EDGiE OF PAVEMENT EiF_VA if)l'i ,vol• Silt Ferro is be µrid for udorlN mMrocr 1 Laos. sonPtord Llr' S.'wetAM lIW/N O u✓! irks for Skid 5Nf Fnc. l Lf i _ C�tt�f A" Th uh.t ,ld fry,rY r II Co�rXImf A" rN LO(ulrew. Cope °I &Nu. - I I -of[�f5J�1 G-S TYPE .IY SILT SsFENCE PLAht Of aril. r PLAN PLAN VIEW - - - - -- Retl SLufE 1/'� tt, SLOPE 1/4 r - I �.. \ Trya f 0r r,.p. N F- •--ill t - -- - Y - - - f• !�\/,4Iz1�5 1 - �- SiMfarc e ti r Anchor LD SI Bdo. ►fle t ri Z', rSietu Per Dort. 1 _ --_-_.,,, /' - �� -=_y •y+ ;,� Arcror Top BNy r• La..,( 50.1 71101 2 I•, 'I rS/Nu Prr Bade. A•rfr' &•.5 with t C, Z', rSloru Per Bde I-` rmo jr or type of Sill fence Pfor.i"O. ELEVATK7W F_ LEVATION Aroerd Oikh 80110. Well. Hxfkr/lrr nd Saaclv rho use or r mid/rkrll outlined in CAoll L Sheer l of J. Mdu Re. A2 ,rpeu r L d A,ee befr,ori rrmAd N 11-Ifod to /be 4 •AL.. ALONG SILT FENCE APPLICATIONS 9" d t 6' • 10 AwF _1P E DGE Cb ro/ derby in a epYfef Ihee :Jr (ores .fe Cc/ w o da•I ucfau pareav>" fioWirp TYPE TYPE I 6'•' rvfor¢e//f eS Slit foeru ore ti M vsd or LPhOW I000llo U Ord Aulbidll)e 60rffori E--t FRONT VIEW SIDE VIEW ,�used of p.ra/ tcdlm or .inter. BARRIER FOR UNPAVED DITCHES i_ CONCRETE FLUME MONO L,TH1C POUR,, TR .4 PRO TEC Ti ON R FQ Ul RfMf1VTS DRIP LINE DR,P L,NC DRIP LINO 41) .. HA ROWOODS P/NES 1/S Or?,R IINC OR/P L1NC REOU/RED D/S'A ArCES FROM TREE TRUNK rn u/ r"', 0A11 L 1Nr */i or r•rr.0~ L1 ' /OA NAAOIIOCCS fOA YAADWOOD$ r uil OR 11 LIAC /OA FULL OA/P L/NC /OA I/NCS. PlNCJ. ) -......, •.. _.. �:s. tr 1. Al /N/.1/V•/ ✓1N/.r✓.v A/I00.✓ - 1, No rRer dr/AL( Or RrNo VCo UNLrsr SPrCtftCALLY rA6CCD r0A .afAIOVAC 71 r,tr rNc/Nrra. 1. r,eC CoNr...iCroR SHALL fA,er TPCCIAL CART NO" r0 PA-cr rRrrs rNAr ARC ru ae RC rA/NCO. S. No ROors CRCArrR rNAN /' O/AWfrrR SNALL Or CUr VNLrSS OrNCRW/SC APRROvCO Jr rNr rNDINrrR. �. rR re AOorS v/rN I_OIAAIrfrR OR LARGER ROOrs rHAr Hreo ro Or CVr SNALL or Cur r,rAr Ar10 CLrAN A.vO AaiNrCO ✓1r/I APPRovco rxer PAUN/Nc co-ouMo. S. NO ✓ArCA/ALS SNALL Jr SrOCAP,Lro AND NO uNNCCrSSAAr VCN/CULAA ;AAF,IC SNALL or ALLOWCO OVCA ANr rRer ROOrs Srsrem It. r rIC A• dARA,rA oR rrPr •d DARRIrR t.•IA_ or CON_rRUCrro -ON' CALLr7 FOA oN PL ANS OR As orxrcrro Or rNC r&O/NrrR. JARA/rAJ SNALL fi ,1AINlAINCO /N PCACC V/IriL Ara1OVAL is DIRrcrrD Or rNr rNc1m4rrR. Set floe 1 - sill rk,e ripe 6f Sul Force rive L SFr Feria Ro/. Spoc/,v for typo 8 and FrpaY f-cw ' to be In ,=(dcrc# xIrh Crorf L S►-or , I of J oed ditch I ukAolk14 a1 drolrWt iffmtvred Sloe/Y d J. flarl cf rLC010A xeMru n, a 14✓11'110 tow of a 1 - BALED HAY OR S TRAW BARRIERS AND SIL�nT1 FENCE S e. A°✓CM ta✓d Jam Nut Or Spot Weld With Single Washer Welded To Smooth Bar Nut a Washer For Standard Structures Or Nut B Washer On Threaded Bar For Standard Structures I" Dio.Ploin Bars Or Approved Alternate 4 Dio. Ploin Bars T_ Or Approve Alternate Halt Wall -7" Min. Thicknest i 1 Ladder Shall Extend From 2' above Floor Up OPTIONAL BAR TY P E S PICTORIAL VIEW Note: Other ladder bars oppeoring on the Deportment "Qualified Products List "may be used. Installation shall be in accordance with the ladder bar monufaclurers recom- mendotions. I LADDER BARS FOR STRUCTURES OVER 51 IN DEPTH rL DRIVE ` 20' PARKING 12 12' __ -_ 20' PARKING NOTE: CONTRACTOR TO SOD 3' BEHIND EDGE OF PAVEMENT OR APRON 4:1 SLOPE Bn TO MEET EXISTING 6" 8` GROUND 6" 8„ �� SyvM- 2 WIN,MAX - - - - , 002FT./FT. 0.02�T- --- _ __------� - 41 SLOPE TO MEET EXISTING GROUND 411 SLOPE TO MEET EXISTING GROUND I" ASPHALTIC CONCRETE SURFACE I"ASPHALTIC CONCRETE SURFACE COURSE (TYPE PC-3) COURSE (TYPE PC-3) ` 6"BASE COURSE (PRIMED)(98% T180) ALT. 6"SOIL CEMENT BASE PRIMED - 9"SUB BASE (75FB.V.) (98%T180) (50/50 BLEND, LIMEROCK/ LOCAL SOILS) INTERIOR DRIVES -- & PARKING APRONS PUBLIX LOADING AREAS 6' CONC. W/6x6 WWM 3000 PSI 41min. Monolithic Slab If this point is within 41 of existing joint, then _ replace to joint rrTrr - •., -,-. �Eating Concrete 1 . it a M�tIZ n "��- W y�z1� 11 Class , �B Concrete Compacted n Bocktill 1-6 min. Trench Width I -6 mlr, Undisturbed Subgrade - Varies CONCRETE REPLACEMENT i New Surface Course 6" Replace Base 611 mint_ Imin. fUndlsturoed r,rrTrr 2 T Existing Base it err -1'-0"tl Trench Width 171'- 0" Replacement Bose � I 2 l'Ttt (min. 8") Varies I Compopted LimerOCK Compacted n'� eck`:, or Shell T = Thickness of Original Base ASPHALT REPLACEMENT PAV E NA F N T PFP1 I'l-rr-�AENT F 8'_ 9' ll' 13' _. l5'-_ n' -- l9'___ _ _ 2l' 2J G 1.22' 1.41' 1.73, 2.00' 2.24' 2.45 _, 5' _2.8J'_ 3.00, Single Pipe _ 4.63' 4.92' 5.50, 6.06' 6.6T' 7.25' 7.83' - 8.42 9,00' DIMENSIONS Double Triple Oucid Pipe Pipe Pipe 7.21' 9.79' 12. J7'_ 7.75' p.58' 1J.42' 6.92' 12.33' 15.75' 10.33' 14.56' 18.83' lh75' I6.83' 21.92 13.25'_ 19.25' 25.25' N.5e 21.33' -8.08' - - /6.08 2J.75' 31,42' 17.50' 26.00 34.50' & N 1.19' I.21' 1.25' L29 _ LJJ' 1.38' 1.42 T 1.46 1.50 OUAN TI TIES GRATE SIZES Standard Extra Weight Pipe Strong Pip _ - - - - - - -- - - 2 - �- 2 2 - - - T - - '-- - -_ -- - _ J _ -- - 4 - 3' CONCRETE Single Double Pipe Pipe 0.40 0.61 _ - 0.47 0.69 -0.60 0.90 0.76 1.19 -0.84 _ LAB- �. _ 1.82- . -1.21 2.15 1.39 2.55 _ - 1.59 J.02 (Cu. Yds. 1 Triple Quad Pipe Pipe 0.80 1.00 0.91 _ 1.14 1.2J 1.52- _ J.6J 2.07 2.0_5 _2.63 2.5T_ 4.0-0 3.07 4.00 J.72 4.88 - 4.44 5.86 SODDING ( Sq. Yds. 1 D IS'_ X 2' 7' A 2.27' B 4.09 C 6-36' E �.O3' - Single Pipe 9 Double Pipe 11 - - 1� -1J Triple Pipe __12 - !J -i6 _ 18 2l 2J _27 28 31 Ouad Pipe - 14 15 -- 18 __ 21 - 24 - _ 27 _30___ _ JJ - 36 10 -- 1► -12 l4� - - r5 _ 16 _ -/8 _ /9 _ l8' 24' M. 2' +t7' 2.36' S.12' 7.48 5.0J_ 7.03'' o 9.03'_ Y - 5' 4'•3• 2.53- 7.18' 0 9.7( 15 17 - 19 2.70' 9.25' _9.95' 36" 5' i' 2.87' a.31'O N.rB N,OJ'O 42' 6' 0" J.OS' 3.22' lJ.J7' 15.4J' I6.42' 18.65' 13.OJ' 15.03'_ 21 _ 23 25 54' 60'- 7' 8' 8' 3.39, 11.49' 20.8� I7.63' _ t9.0J' 23.H' L1 b.4Z Ll 0.67 ulmensronJ pernnl,c ,v v,rv.. w< �•�••� .-•r- - -�- -• 010.40O AO. J0• Dimensions permitted to ollow use of 12'51ondwd pipe ieng/hs. 6 O Concrete slob sholl be deepened to form tvitlge octoss crown of pipe. See section below. Sod N Beveled Or Round Corners Grote I I dl\\ \\ in I / !�, I 1 1 Ii t I (, r \� U E 4- - - - - - - - - - - - - - - - - - ------ - - - - -- Fastener I 1, Concrete Slob, 3' Thia. Reinforced With Sod WWF 6x6-W1.4xW1.4 N I -- - - -- - �Vories TOP VIEW -SINGLE PIPE * A-2-5, A-2-6, A-2-7, A-4, A-51 A-6, A-7 AND A-8 -TOP OF SUB BASE I COiy? 0 DEPTH OF UNSUITABLE /777777777/777-/0 10 MATERIAL TO BE MATERIAL (TO BE REMOVED) DETERMINED BY SOILS (REPLACE WITH SUITABLE MATERIAL) TESTING LABORATORY i /// / i BOTTOM OF 4( MATERIAL REMOVE * MATERIAL TO THIS LINE UNSU I TABLE MATERIAL REMOVAL LIMITS_ 3/4 1 R. 1 /411 R. 611 EDGE OF - PAVEMENT = -(D 3000 P S.I. - _ (D \ CONCRETE ,v.:° 1 C) 0) o Q I �- SEE SECTION 2 OF THE Z n TECHNICAL SPECIFICATIONS `°n•'1o D o t' o FOR JOINT REQUIREMENTS W 611 CQ v c� C) Q) CONCRETE HEADER CURB � Y U 0 0 U POSITIVE GRADE TO COLLECTION AREA UPSLOPE TOE--) A DISTURBED EARTH-_r :2 2: 1 SLOPE , N OR FLATTER A �-EDGE OF CHANNELS, DITCHES, SWALES, ROADSIDE SLOPES, ETC. PLAN VIEW C2' MINIMUM EARTH DIKE-, --� 2 1 SLOPE OR FLATTER (TYP) c I� EDGE OF CHANNELS, ! =m DISTURBED EARTH DITCHES , SWALES ROADSIDE SLOPES - ETC.--, SECTION A -A TEMPORARY EROSION CONTROL DIVERSION BERM - No.4 RE:BAR LACED 6 O.C. TOP VIEW 8"LONG TOP -VIEW lick- Up -1ole Non -Skid Surface 2" Raised or Depressed )000 P-` I- -ONCR F TE 21- 11 11 Identif [cation 3/8 Letter II/4 I" I/2��-�{ OT 3 31/4 5/8' 1/2" !. a 212# SECTION \11, 'mod6 �' _ EXTRUDED CURB R ► N 2" Raised or e 1 arie r �� Snee/ O1°men/ See 6=n 6 vo :'r/cv/ o, pefoi,y°n - c r O �_I �. esC. Steed ; T� / J• \ Concrete Connector - O Pipe I \1 1 a i D Soddle - > l tot ` Ditch Geode x 2' I Hol Less Than D *Slope( " r' 4 Bo r --- 't • No Pape ,Girl Permitted I 6• 4'Sod - To F Pipe For P;pes 18' And SJnolief, Unless Approved By The Engineer F- 2?Ifpr Pipes 24' And Larger, Paid For As Pipe Culvert F (P;pe To Be Included Under Unit Price for Mitered End Section) - SECTION Depressed BOTTOM VIEW Identification Number (WI,) 7" 14„ ,� 8 • � 2 2 SECTION C OV E R STORM SEWER MANHOLE COVER DOT INDEX NO 201 JANUARY 1983 PA �//NG & DRA/NA GE DETA/L S U z IJ..� D Uo Z 1_1_. 0 CD Q 0 z o w�� U 0� O Z W Q 0Lli � Q U �---- < I..LJ > CD 00 O 00 ,1- LLJ W w CD 0 Ly LL1 C10 C) Q a_ V It 00 (o c M rs (L �b �o viiiiiiiiiiiiiiiiiii a =, WQ 0 C LL (DLr Z` tllllllllll� 4D Lr:L _r °a1 C •� 00 z W or) W ,- 100 - co �r M S H E C E V T OF 8 f PLAN - 4„ I•I % ' - �4 rlar . r_LG1I0N TYPE C I /-A t--- t N I t f PL AN - L . z. ,. r� 4 5�. I Bars I I ION T YPE D UKAGE DETAIL OF ROBERTS RD WIDENING/STRIPING w v q � U PLAIv L � 7 r j See Inae x ..'r SEC TION TYPE E 3' 0" We 24 .. ;. 4' 6" 'Mor• 42" F�;,P INLETS ROBERTS ROAD Type _ _ I Type L > I I _ I TYGe E - - >. Type E 3 0" j • ?� 6 •7- Z� Y �c 4 I 2 PLAN a r! Grote -� 6'-0" B„ _ Unless Otherwise • � 1 eF ,.err � Unless Otnenw se hewn On Plans Shown On P'^"s I Note: 5tucrure of -m Type J, all. B only: See Index ti . '- -- STRUCTURE BOTTOM TYPE J FOR INLETS TYPE C. D & SEC_ Tleti TYPE H h^ _=_ _ ;;' .. - _ NOTES es� 'nlels ore suitoble nor ; :^a eoes•r an areas anJ ,:e to he _- kn ~I —! -T I jj t I I q Cli .c I 6'-6" /TIN � A S T ;>t )!'I IRA 1 F , - -- t - - - r/I TY•, E YPE H -165 Lbs. We';hl72 cb6. CAS T IRON GRH T L S J �roces 5i 21" , J _ 2 eors 7 » - Bond - r 1 1 - TYP( T YPE E T YPE H FCnd ;r: • ;nt N, rreignl $ors 2"r ,'ghr j rc 2", ' r�s ... . . -.t;ouline Bars i4"-r - wine ?pis "j•x . APl - WP • iCe, t,, -r,.. A -.;At rli!) +.':5. 4.gP,o, We:01 215 Lbs. C:•r--., A'e;,7ht t;5 Lbs Requ; .15 .ti'rn F c where Bicycle S TEEL GRA TES ROTATE BEND AS REOUIIEDTO BRING SERVICE PIPE INTO ALIGN BENDS MENT WITH SERVICE BRANCH I � fi' SERVICE LINE \ �BENO PLUG w BLDG. -' 1/8• / FT (MIN) ¢ 0'- C O rSERVICE WYE _6 SERVICE LINE v f, C,: H - 3 W/6 BRANCH 1/8" / FT (MIN) c_ �; RECORD STATION OF 4•I �] C4 ' t LATERAL FROM E OF 8L DG w BEND MH FOR \ r C" r_ �. Ln DOWNSTREAM N Ci 8" SEWER MAIN PLAN RECORD DRAWINGS (TYPI r � ROADWAY J It U Cry �. 5'-0' LENGTH OF SERVICE LENGTH OF SERVICE VARIES 5-0• 9LDG � 0. I BLDG VARIES VARIES METHOOOFSTAKING SEWER Q SERVICE BY SITE CONTRACTOR I - 0" �I Q PROPOSED (TYP c) c GRADE 2"A4" STAKE C :'" � F-. I I PAWTED GREEN (TTP) 6 (-1J -� " ly < crii o CG "_ C 6-0 OR LESS 6 MIN ,% PLUG < PLJG- CIOLiLiCi C" ar �' -.+ -WATER MAIN/ UNDERDRAIN a - _ C- UNDISTURBED SOIL _,I 7 C W SEWED MAIN C 71- C .L Q� w .� \61/BERvFTE LINE -U-77 EI I o Q o SHALLOW CONNECTION �I IWCD W x NOTE CON'.RACTORS REFER TO SECTION 6 OF CONTRACT DOCUMENTS FOR UTILITY 'II It•D -� r l 0 1 TIE-IN LOCATION MARKING ROADWAY METHOD OF STAKING SEWER C _ SPECIFICATIONS SERVICE BY SITE CONTRACTOR I_ LL W moo-" z ~ .z 5'-0" , LENGTH OF SERVICE I LENGTH OF SERVICE VARIES S'-0' -- 5LDG VARIES I o Occ SLOG VARIES o U^ '•" I 2.•c 4" STAKE (TYP) �� x - PAINTED GREEN Z _ ` (TYP) O - 1 PROPOSEC GRADE 36 a j ✓, U �ti7 >,� < `C CI Z 6 / \ PLUG V' -4PWG / ' MORE 6' MIN BENDS# o °i •7 Cz. z cam!) BEND - �N _ :4 C)t-- _, `'" `WATER MAIN/ UNDERDRAIN C o C x < x UNDISTURBED "� �A c <: .3 ` s SOIL \ -6 SERVICE LINE FT 4� VARIES - 4" MIN CLASS B CONC ENCASEMENT .c• ENTIRE LENGTH OF WYE BRANCH POUR CONC AGAINS' UNDISTURBED SIDE OF �tY TRENCH a BENDS ARE TC BE USED ONLY IN SITUATIONS WHERE CONFLICTS DEEP CONNECTION CANNOT BE OTHERWISE RESOLVED =E !{ E • t� U SEWER SERVICE CONNECTION ASSEMBLY ' t,V:-n5 aria other areas 'c intreGt,n-• r,C'r;C loadings bur are Hal to ;,e Hirer ;n areas subject to any heovv .vheei roods. e15 subject to minimal deJr'5 5"% T _, without slots. W"• - - :-)b,em ;nlefs should be ins r eo witn slats. Slotted inlets locates -ear ,ones and in areas occes5:b•e to peaestr'ons shallhove troverscf - • -7versable slot modification is ncr oaaptoble to mint Type M. 5105 may er her or both ends as shown .^.n plans. to De use; ie!s where -;ctUe fret/.- 's - _ ^J. •-� _. e .sed on all;nler5 oh •-rversobre Vc•r;. E;the =le; tv -- n inlels without slots wra... bCyCie fra/r': *s ri • •'e- -7=t on r s Troy be used Cn + nets w;th �Gn ,ersr• oe 'It,: hove. when Alter•af ;rote �5 sp.-:;, P, ,Fd offer t..G _at'on. or the on ;r,;•e .. .sec. r r - na<rmum pipe i : •> shown ore iv :ancrele p;,^e. P;pe s::. Yer ,r ended must be :hec+ted for f;!. 5 sei corners and eq?= of .:ncretu pre to be cromte-e_+ ,. sed on 5 A or . - the r,, s -x t '= on ,t,.;ct un • , rcr inre's. OtAo�.,r._ u:-- , _ < L, , ats co— ,-,er .. sling - <,< ;r� i r.•- ;,, le,s - C,uc?ning5• �'�'Y' •P.< r�C :., - 8. t j. on CH ;, f,. rare+ ..r areas 'no . ,., r. ,- 9. For suaOl?•- •ory det. r,xt±: No. 1IAI1 I- - I 0� 1 /\ i I -1 I 0 J r 1 U. `all SQUARE BOTTOM --I-� PERMITTED NOTE MATCH CROWN OF SERVICE LINE WITH CROWN OF MAIN. PLAN iTATL ..-_�c:I()A :,n-VENT OF-G:ANjpr, DESIGN DITCH BOTTOM INLETS TYPES C , D, E & H w"•.• Apc, , 1 1, :�.c. v= !r £G%r/X. �/B! •.t■Wn Mo. sr.•..o. ,,,,. Hc. F.H-M.A. APoro•ea, :0107180 9v I of 4 232 AT TERMINAL MANHOLE � STEEL REINFORCEMENT GROUT FILL OPENING WITH NON -SHRINK MORTAR 2 COURSES MIN. 4 COURSES MAX CLAY BRICK TO BE USED AS RISERS TO ADJUST GRADE OF CASTING. -1 GROUT -CONCENTRIC CONE 11'2'I A .\ MORiAR� * SEE SECTION 6 OF JOINT o CONTRACT DOCUMENTS RUBBER FOR WALL THICKNESS WALL GASKET NOTE DROP v (TYP.) _ 4 t = 0" REQUIRED WHEN ,(t `' 2' OR OVER (SEE DETAIL) I.E. 36MAX. 12t,�r 2 f a a> o y p _ a •u SECTION 'IAII- IA11 PRECAST CONCRETE SANITARY SEWER MANHOLE NOTE CONTRACTOR AND SUPPLIERS REFER TO SECTION 6 OF CONTRACT DOCUMENTS FOR MAN - HOLE SPECIFICATIONS . DENOTES SURVEY LINE THRUST BLOCK I I 4000 -own I 12' PROPOSED RIGHT TURN LANEOX \ ' I S, 9 MIN 4 FOUIRE C 1 1` \ HAL� PLAN 3 0 to I LO 24 112 SECTION RING LOT LINE I o oI �L-UG 1 � tl .J _LOT LINE SINGLE SERVICE CONNECTION 6" MIN. CLASS "B CONCRETE s ENCASEMENT ALL AROUND 0. D. VARIES CONCRETE ENCASEMENT F'L AN a� 23 3A A I MFG B`' WHEN VAL U.S. FOUtr-)a1 fl MFG. CORP. I PJ ROAD' BASE ON JECTION NC 66 01!TH Ib'_`4& CCVER BRICK COVER OR E -j;, SANITARY SEWER MANHOLE COVER r A. — ar 4, • t UB . ' OB BEND TEE WYE I Edge of Cross Cut - A (-- Trench • .. t - \ - P. T_ A Alt p 7 B Plug B i . Undistured A '♦ B Soil TYPICAL SECTION TEE W/PLUG OFF =SET tjotes I Pour thrust blocks against undisturbed matenil Where trench wall has been disturbed, excavate loose material and extend th'ust blocks to undisturbed materfol. 2_ On bends and tees, extend thrust blocks full length. 3_ Place board in front of all plugs before pouring thrust b I L c k s 4. In backfiIIIng, any muck- encountered shall be removed and replaced with acceptable material. 5. No coupling or joints shall be covered with concrete. 6. Sizes are bused on 150 p_s.i internal pressure and 2000 1 bs./ sq. ft. soil bearing. 7. Concrete shall be class�8~. SQUARE FEET OF CONCRETE THRUST BLOCKING BEARING ON UNDISTURBED MATERIAL PIPE SIZE 4� 6N 8~ 10„ 12 14 16" 20" MARK A 1.5 3 6 9 12 16 20 22 MARK © I 2 4 5 8 10 12 15 )E GATE VALVE & BOX NOTE: FINE-HYbRAN QUIPPED c•r--q- MAIN WITH A 5-1/4" VALVE SEAT Y MJ z MJ x SWIVEL TEE MFG, BY -YLER PIPE NO, 5-125 OR APPROVED EC JAL i 6" MJ ;ATE VALVE R/ W LINE --,AMPING RING .6" PVC(DR 18/C9C3) I I 72 o -SERIES 300 RESTRAINER -�� CLAMPING RING MFG. BY UNI- FLANGE CORP I I P IIIA BACK OF CURB OR EDGE OF' PAVEMENT MAX. 15 MIN, 4 S-EAMER CONNECTION TO FACE STREET — _-T UNDISTURBED MATERIAL 3- CU. FT. GRAVE L-- ELEVATION FIRE HYDRANT ASSEMBLY R/W LINE I I I UNDISTURBED MATE R A L IF 15'x 15"x 6" CONC. BLOCK � SANITARY DETAILS Xw>-cn—ozUn ICIN O Q II cv NO ai � a� o Z o � L (!l 0 7 Cn C J U r V) C Q U Q) N >` s U Z n D U) 0 Z L..1_ O Q z0 o LLJ T-li I— U �� 0CL zw C 0< Q 3 w U Q L.L1 > CD Ln Ln UJ U W CV LLJ W LLJ V 0 W LLJ 0 Q 1-_6__ Q LJ_ ■ V DO `° � N Z V Do C 0 Ir Da mca =Q e co Li.. >Z m CL O Lo CD y Cn C 0 Q o00 Z W �r W 00 V C . "o'. N s V c� it S H E E T OF 8 A■�a1.t�e'eShet 4 � N !gs} City of Edgewater , P.D. Box 100 Edgewater, FL 32132-0100 (904) 423-4413 March 24, 1992 Paradise Development Group RE: Edgewater Commons : Walgreens Construction Plans Life Safety, 1. Approved testing facility specs to be provided to the Fire Official for all rated partitions. 2. Approved testing facility specs to be provided to the Fire Official for all interior finish materials. Walls and ceilings required to be Class A or B. L.S.C. 24-3.3.1 3. Portable Fire Extinguishers required. Assistance with location of placement to be provided by AHJ. L.S.C. 24-3.5.3 4. Sealed plans and specifications for sprinkler system shall be submitted to Fire Official for approval. If you have any questions or comments, please contact me at 423- 4413. Thank you, Jill Landreville Fire Inspector 92-102.1w Edgewater's Life Force -DOEWATER CCMMCNd COMPLEX ALL UNITS PLUMEiNG: 1) Floor drair;s required in ail restrooms 2) Bacbf.ow de,ice on all units (RE type3, approved by Edgewater Utilities Director 3) Low -consumption water cicss.ts that meet ANSI standards 4) Required air and water tests on plumbing prior to covering STRUCTURAL: 1) All vertical cell pours with: grout shall be in 5-foot lifts or have cleanouts, and be routed for consolidation 2) Hurricane clips on wood trusses to be specified as to type and lead required 3) Compaction 'reports be provided to the Building Division prior to placement of concrete 4) Surveyor to provide to the City an as -built location of exte-ior walls of structure prior to the first grout pour