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Home My WebLink AboutItem VI (A) Public Hearing and Second Reading of Ordianance - Goodman Commercial Park - Final Engineering Plans (Tabled at February 18 meeting) AGENDA 3-3-92 "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Item VI A Ocoee LESTER DABBS,JR. • ° CITY OF OCOEE COMMISSIONERS Rr Q ti 150 N.LAKESHORE DRIVE RUSTY JOHNSON O OCOEE FLORIDA 34761 PAUL W.FOSTER (14, (407)656-2322 VERN COMBS rSAM WOODSON 411 'f. o 0000 CITY MANAGER ELLIS SHAPIRO SRP-325 STAFF REPORT TO: HONORABLE MAYOR AND CITY COMMISSION / FROM: BRUCE C. BEHRENS, DIRECTOR OF PLANNING / DATE: FEBRUARY 12, 1992 SUBJECT: GOODMAN COMMERCIAL PARK - FINAL ENGINEERING PLANS ISSUE: Should the Honorable Mayor and City Commission approve the Final Subdivision Plans for Goodman Commercial Park? BACKGROUND: The 17.3 acre subject parcel is located at the southeast corner of State Road 50 and Old Winter Garden Road. The site is characterized by flat topography with sandy, well-drained soils. Site access is provided by State Road 50 and Old Winter Garden Road. DISCUSSION: The Development Review Committee reviewed and approved the Final Subdivision Plans for this development on December 5, 1991, subject to the City receiving a notice of approval from the State D.O.T. for the Final Connection Permit on this property. PLANNING AND ZONING RECOMMENDATION: The Planning and Zoning Board met on February 11, 1992 and voted 6- 1 to recommend approval of the Final Engineering Plans for Goodman Commercial Park subject to their recommendation of August 13 , 1991: That traffic onto State Road 50 be limited to making right hand turns only and that there be only one (1) curb cut allowed onto State Road 50 and one (1) curb cut allowed onto Old Winter Garden Road. STAFF RECOMMENDATION: See attached City Engineer's report. • •„ O may # o a C, o cf coon` JAMES W.SHIRA,P.E. CITY ENGINEER/UTILITIES DIRECTOR 150 N.LAKESHORE DRIVE•OCOEE,FLORIDA 34761 (407)656-2322 MEMORANDUM DATE: February 11, 1992 TO: The Honorable Mayor and Board of City Commissioners FROM: James W. Shira, P.E. City Engineer/Utiliti s Director SUBJECT: Goodman Commercial Park S.R. 50 - D.O.T. Permit This project came before the City Commission on September 17, 1991 for approval of the Preliminary Subdivision plan. At that meeting, approval was granted with the stipulation that the connection to S.R. 50 be modified to prevent vehicles from turning left out of the project onto S.R.50. The plan in question had been reviewed and approved by D.O.T. , and a permit had been issued. As directed, the developer and his engineer modified the plan by designing a concrete median to be installed on S.R. 50 which would block left turn movements out of the project. This modified plan was submitted to the city, and after further modification to incorporate our comments, the plan was submitted to D.O.T. for approval. D.O.T. responded with several additional requirements. The two major requirements involved widening of the existing pavement and lane realignment on S.R. 50 west of Bluford Avenue, and the installation of a left turn lane at a point approximately 200 feet east of the project's connection to S.R. 50. This left turn lane was to allow cars leaving the project, wishing to travel westward, to turn right out of the project, weave across two through lanes of traffic, move into the left turn lane, and make a u-turn in order to head west. D.O.T. 's position is that people will attempt to go west from this S.R. 50 connection despite any physical barrier, and if necessary, will make a u-turn at the first opportunity, so they reason that it is better to provide a left turn lane where these people can wait for an opening in oncoming traffic, rather than allow these inevitable u-turns to occur from a through lane. The developer has requested the opportunity to address the City Commission again on this issue. DX. THE PRIDE OF WEST ORANGE Y S s � The Honorable Mayor and Board of City Commissioners February 11, 1992 Page Two In my opinion, the original design which would have allowed left turns directly out of the project is no more hazardous than the current design which encourages u-turns. The least hazardous situation would be to allow no left turns at all, as the Commission had originally desired, but it appears as though D.O.T. will not accept a design that makes no specific provision for traffic desiring to travel west from this project. It does not appear that further discussions with D.O.T. will result in a change in their position. The original design is no more hazardous than the current design, and carries a lower development cost. It has already been permitted by D.O.T. , so there is no problem of liability. I recommend that the project be allowed to proceed based upon the original design allowing left turns onto S.R.50 from the project. JWS/jbw A Y `Y' sti=" MarchOcoee at a public meeting held on • • 4s � ^ gym' i TAL DRAWINGS -�,UX �'�`y�„2...Lmit-AAgenda Item No VI A .. "' -;'rir , �j,I�II+ f �• Br°g � p«'`'�' h�f. `r{SST.- .��r� �.xa`t'�,<�.a�=. �,.Vs, ?Mc` r .< ti., R,. p :�.i ' .�", n ,a � y S u y b. �'� ��+` �,e't,. vim`.. +A, •S, k;�"ze, x - ,.a. +dS. .al'� -. A�'v3x �, �i� sn}..� �,'::. � n�:? .0 .xi: ... � .4) ,a:.. % PHOK� apt' ?6788=6555 GENERAL NOTE 1, THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF DRAWINGS. 7 '- PRIOR -70 '.i!.".ENCEtdENT, CONTRACTOR SHALL PROVIDE DONALD W. t ci` s OCIATES, INC,_WITH CONSTRUCTION SCHEDULE FOR VARIOUS 2, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO INSURE THAT ALL St T E � _r.,ENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO REQUIRED FERMI: TS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO INSI t Y CERTIFICATION OF COMPLETION TO AGENCIES AND AVOID THE COMIMENCEMIENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL DELAYCE OF CERTIFICATES OF OCCUPANCY. CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TOj ARE 8. ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED WATER MANAGEMENT DISTRICT PERSONNEL OF THE CITY, OWNER, INVOLVED UTILITY COMPANIES, PROJECT FDER WATER DISTRIBUTION ENGINEER .:;'JD REGULATORY AGENCIES. FDER SANITARY SEWER COLLECTION AND TRANSMISSION LOCAL RIGHT OF WAY USE 9. ALL RECO!, YENDATIONS AND REQUIREMENTS OF INSPECTION PERSONNEL LOCAL UNDERGROUND UTILITIES OTHER ;--`t OWNER'S SHALL BE REPORTED TO ENGINEER.'OWNER PRIOR TO ki FDGT UTILITY AND CONNECTION IMPLEMIENITATION. COMPENSATION WILL NOT BE ALLOWED FOR WORK WHICH IS 3. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON NOT AUTH'"'RIZED BY ENGINEER�OWNER. THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE 10. CONTRACTOR TO CONFIRM COMPATIBILITY OF PIPE SLOPES AND INVERTS AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR ENGINEER DURING SHOP DRAWING AND MATERIALS ORDERING PHASE OF PROJECT. ASSUMES NO RESPONSIBILITY FOR INACCURACY, PRIOR TO THE START OF ANY ADVISE ENGINEER OF ANY DISCREPANCIES. CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VICINITY MAP MAKE I NT S FOR FIELD LOCATIONSAND ANY Rt LOCATI SOF THE Tt CONTRACTORR SHALL STAKE ALL IMPROVEMENTS S USIN G THE PLAT VARIOUS EXISTING UTILITIES ITI S ITrTHE UTILITY LI OWNERS, WHICH SHALL BE DONE CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THAT THE PLAT IS CURRENT IN A TIMELY FASHION TO MINIMIZE INPUT ON THE CONSTRUCTION SCHEDULE. ANY PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DELAY OR INCONVENIENCE CAUSED THE CONTRACTOR BY THE RELOCATION OF C01,1PLETELY STAKE AND CHECK ALL IMPROVEMENTS TO INSURE ADEQUATE THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA POSITIONING, BOTH HORIZONTAL AND VERTICAL. COMPENSATION'%VILL BE ALLCV.'ED. 12 CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES 4. II`)!1,!EC"A DLY A ET CF CC ST-UCTION. CONTRA -7,R SHALL F1cLD VB=tFY WHICH ARS TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN H'OR.ZON T ND . tR T ICAL LOCATIONS IONS OF ALL EXISTING UTILITIES CRITsC A.L TO THE FIELD CONTRACTOR SHALL BECOME FAMILIAR WITH AND CONFORM WITH COMPLETING THE PROJECT (INCLUDING POWER, TELEPHONE, CABLE TV) AND ALL TREE PROTECTION/PRESERVATION PROVISIONS OF THE CONTRACT SHALL EVALUATE POTENTIAL CONFLICTS. ALL SUCH CONFLICTS SHALL BE DOCUMENTS AND CITY OF OCOEE. REPORTED TO ENGINEER,,OVdNER IMMEDIATELY UPON DISCOVERY. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY 13. CONTRA CQR SHALL FURNISH OWNER WITH ACCURATE RECORD DRAWINGS DISCREPANCIES FOUND SE:7WEEN DRAWINGS AND THE FIELD CONDITIONS PRIOR SHOWING AS CONSTRUCTED HORIZONTAL AND VERTICAL DIMENSIONING OF THE Cil TO CONSTRUCTION WORK THE SUEMITTAL COPY OF THE RECORD DRAWINGS WILL NOT BE F RETURNED' RECORD DRA'V ING OP, A REPRODUCIBLE COPY PREPARED BY 5. FLORIDA LAW (553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN ENGIN_E=R"SHALL BE CERTIFIED BY THE CONTRACTOR AS CORRECT. ALL PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHTS-OF-WAY. OR UTILITY EASEMENTS INFORMA I iO^. WHICH IS UNCHANGED AND CURRENT SHALL BE NOTED BY WI TH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION ON CHECKING OFF OR CIRCLING. ALL REVISED INFORMATION SHALL BE CROSSED THE LOCATION OF UNDERGROUND GAS PIPELINES. THIS INCLUDES ANY THROUGH ANDD NEVV DATA ADDED. OPERATION WHICH MOVES OR REMOVES ANY STRUCTURE, EARTH, ROCK, OR OTHER MASS OF MATERIAL BY SUCH METHODS AS DI,GING, BACKFILLING, 14. CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL FOR DISPOSAL OFF-SITE. DEMOLITION, GRADING, DITCHING, DRILLING, BORING AND CABLE PLOWING. THE DISPOSAL HALL CONFORM TO ALL APPLICABLE REGULATIONS. EXCAVATOR MUST NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO AND LEGAL HOLICAYSi EXCAVATING (EXCLUDING SATURDAYS, SUNDAYS. 15. UTILITY CC','?A":IES WATER AND SE V;ER CITY OF OCOEE 656-2322 6. CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES C;ELECTRIC FLORIDA POWER 827.1250 PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD' TELEPHC`;.E UNITED TELEPHONE 877-5379 REQU'IRE!.",ENTS: INCLUDING BUT NOT LIMITED TO WATER, SEWER, PO',VER, CABLE CABLEVISION INDUSTRIES 656-8035 TELEPHONE, GAS AND CABLE TV COtAPANIES. CONTRACTOR SHALL ACOUAIP T GAS LAKE APOPKA GAS 656-2734 HIMSELF WITH THE CONSTRUCTION DOCUMENTS AND BE RESPONSIBLE FOR PROTECTING ANY EXISTING FACILITY SO DESIGNATED OR DESIGNATED TO BE UTILIZED IN THE WORK N DESCRI?TION Alt that part of the Northeast i/4 of the Northwest 1/4 of Secticn 29, Tow;uhip 22 South, Range 23 East, lying East of State Road 526, LESS the Right -of -Way for Sute Road 50, and LESS: BEGIN at the Northeast comer Of the Northwest 1/4, run thence West I53 feet, South 170 feet, East 63 feet, South 118 feet, East 90 feet, thence Ncrh 288 feet, to the POINT OF BEGINNING. ALSO DESCRIBED AS: Commence at the Northeast corner of the Northwest 114 of Section 29, w Tonship 22 South, Rangc 28 East, Orange County, Florida and run S 89°32'29" W along the North line of said Northwest 1/4 for a distance of 1215.06 feet; thence run S 00°27'31' E for a distance of 76.49 feet to the point of intersection of the South Right -of -Way line of Stare Road 50 (150' R/W) with the Easterly Right -of -Way line of Old Winter Garden Read (State Road 526), said Point also being the POINT OF BEGINNING; thence run N 89°36'01" E along said South Right -of -Way line of State Read 50 for a durance of 1062.10 feet• thence r� ren S CU°29'2 " E along the Wet s line of the East 153.00 feet of the Northeast 114 of the Northwest 1/4 of said Section 29 for a distance of 92.42 feet, thence ran N 89°32'29" E along the South line of the North 170.00 feet of said Northeast i/4 of the Northwest 113 for a distance of 63.00 feet; thence run S 00°29-22" E along the West line of the East 90.00 feet of said Northeast 114 of the Northwest 114 for a distance of 118.00 fee[, thence run N 89°32.29" E along rhe South line of the North 288.00 feet of said Northeast 1/4 of the North-west 1/4 for a distance of 90.00 feet, thence run S 00°29'22" E along the East line of said Northeast 1/4 of the North-west 1/4 for a distance of 998.90 feet to a point on the Northerly Right -of -Way line of Old Winter Garden Road (State Road 526), said Point teeing cn a nor. -tangent curve concave Northeasterly ha: ing a radius cf 316-05 feet, a certral angle of 34°56'23" and a chord bearing of N 61°09'09" W: thence run Northwesterly along Lhe arc of said curve and said Right -of -Way line for a distance of 192.74 feet; thence run N 43°:0'55" W along said Right -of - Way Ime for a distance of 1533.60 feet to the PORNT OF BEGINNING. Containing 17.342 acres more or less and being subject to any rights-of- way, restrictions and easemeaLs of record. t r �Xj uYS I `S tit J� 1. COVER SHEET 2. PAVING, GRADING & DRAINAGE PLAN 3. WATER AND SEWER PLAN 4. PLAN s• PROFILESTREET A AND STREET B 5. PLAN i PROFILE STREET B STATE6. • a., ' IMPROVEMENTS 7. OLD WINTER GARDEN R. 8 PAVING, GRADING z DRAINAGE DETAILS 9. WATER AND SEWER DETAILS 10. WATER AND SEWER DETAILS 11. a • , SEWER DETAILS 4 1 =1 a J S In W N �Z Z - N D7 .to - a) W `� ` \ I'_ u F- 3 ZO . J Z 0 0 L _tLdLr _ < (n L Z 4 E SH Ta 6 FOR S 89'32'29" W 1215.06' STATE ROAD 50 T `�, ,: :... -� ,„,.,..�.1..� .... ........».............. a F - ,.....----- . .....-.:. ,.......»..,.. ....._... -Tom,,,•:., ...«� �w�ww•�•^''� .................... �N�•....%•^"'�- ......-"- ...W........ _....._.-.... .......^•"'.."" oma,,,° M • "- EVPQ ;•. �� "tea �� 121.6 Vs ,�•� ;� Qty'/ 4 0' ,I!' `\ '^�, a .� O, �� ;�€:"'•\`�* '\S� \,rte x . 1 a,,,`�3 i� ` \ ,ti+w; �:'- \a,\ v2�- ,�'a` ;t,'7 `. • ,..r"' .3 '� -`% "`"' C> - "'' r�� MEJ....\ `"•..: `�.• ,, era v �. \ 0,94 AC. \s:) a .x t I< , , 5 DEQ TREE LEGEND \, \ « • : z J/ W. __ 1L K ` € E n i -Wfft OF :1 I s ' - r:yi -•^ .: ,�..I•vi Vis-: �7' �, ®'S"• .r "`--�-`�'_5-`�•I•G�.�ALK .. .-. x LINE � 3 k,�i < .• ,.> ,C: • wry L , 0,9 AC. / SCO S x E w� \ 4.0 ENTRANCE : s r t, \ " w - , » � a f I -,t , rr, �r T E i h 3 ..._ . S z o f . NOTI CB ;.::. .:...:. Y o EACI W. as THE t, P - P11'< N.G. OVEF 1 _...� DM -4- i ,...� `: I ..... �. ARE1 �a 0. ti E 1 a t N.G. 0,9 AC, STUBOUT 20 D 15 e 0.2 % AND PLUG (TYP) I . ti 13 0.9 AC. , •'..� 126.5 ,,� �� 1 \ I \ TEMP DZAR-Y °5WALE `\ (TV5E{=DE`3TAIL) P) IAL 12 \� \` �•, f 0.9 AC, i I, 1.1 THESE GENERAL NOTES APPLY TO ALL WORK IN THIS SET OF DRAWINGS. 1. PAVING MATERIALS SHA F LL CONFORM WITH FOOT STANDARD SPECIFICATIONS #• (LATEST EDITION). 2. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON \ I \Vw - THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE 2. STORM DRAINS SHALL BE REINFORCED AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. ENGINEER III UNLESS OTHERWISE SPECIFIED. P ; ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY l` G. CONCRETE PIPE PER ASTM C-76 CLASS ~ ' CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 1. ALL STORM STRUCTURES SHALL CONFORM WITH FDOT STANDARD INDEX MAKE ARRANGEMENTS FOR FIELD LOCATIONS AND ANY RELOCATIONS OF THE DRAWINGS AND SPECIFICATIONS EXCEPT. GRATES SHALL BE STEEL UNLESS` VARIOUS EXISTING UTILITIES WITH THE UTILITY OWNERS, WHICH SHALL BE DONE OTHERWISE SPECIFIED OR APPROVED. BOREN ' IN A TIMELY FASHION TO MINIMIZE INPUT ON THE CONSTRUCTION SCHEDULE. ANY DRIVE DELAY OR INCONVENIENCE CAUSED THE CONTRACTOR BY THE RELOCATION OF 4. UNDERDRAIN SHALL BE HEAVY-DUTY CORRUGATED POLYETHLENE PIPE WITHt THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA FACTORY INSTALLED FILTER FABRIC AS MANUFACTURED BY ADVANCED G'OMPENSATION WILL BE ALLOWED. DRAINAGE SYSTEMS (ADS). �, ? �• '� I 3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY 5. `..UNDERDRAIN DISCHARGE PIPE AND DETENTION POND OUTFALL PIPES SHALL BE DISCREPANCIES FOUND BETWEEN DRAWINGS AND THE FIELD CONDITIONS PRIOR PVC PER ASTM D3034 SDR 35 WITH ELASTOMERIC JOINTS, NON PERFORATED. ``, `'Y>l TO CONSTRUCTION. ;�l \ 6. ALL"P" TYPE INLET BOTTOMS SHALL BE ROUND UNLESS OTHERWISE SPECIFIED e" " \.; 4: IT WILL THE RESPONSIBILITY OF THE CONTRA TOR T INSURE THAT A , I BE C (S) O U E T LL AND SHALL HAVE 4' MINIMUM DIAMETER. REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO \ �\ `\ G• ,, THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL \ CONDITIONS CONTAINED THEREIN. < \ \ l 5. ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED1p PERSONNEL OF THE CITY, COUNTY, OWNER, INVOLVED UTILITY COMPANIES, \ ®.�l PROJECT ENGINEER AND REGULATORY AGENCIES. 6. CONTRACTOR SHALL BE EXTREMELY CAUTIOUS WHEN WORKING NEAR TREES' 1 WHICH ARE TO BE SAVED, WHETHER SHOWN IN THE PLANS OR DESIGNATED IN THE FIELD, ;p® t 7. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE t . MEASURES TO INSURE AGAINST POLLUTINGSILTING OR DISTURBING TO SUCH \ 4 ,. AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE s SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. CONTRACTOR SHALL "n BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS RELATED /\ .G.; m TO SUCH MEASURES. METHODS MAY INCLUDE, BUT ARE NOT LIMITED TO, 0 \ `_ I CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES SUCH AS ® , I SEDIMENT BASINS, SEDIMENT CHECKS, SILT BARRIERS OR SILT SCREENS. ';• ; 8. ALL OFF-SITE DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION CONDITION, OR BETTER. (9. OVER -EXCAVATION OF RETENTION BASINS SHALL NOT BE ALLOWED UNLESS ; k' SPECIFICALLY AUTHORIZED BY ENGINEER/OWNER. SHOULD SUCH OVER- EXCAVATION VER EXCAVATION OCCUR, IT SHALL BE BACKFILLED, REGRADED, RESQDDED, EX IST I NG GRAPE AND/OR RESEEDED AS REQUIRED AT CONTRACTOR'S EXPENSE TO OWNER'S \ ! SPECIFICATIONS. 10. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN r POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH �� I(M IN.) E 4 DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF rf POOR DRAINAGE BE OBSERVED CONTRACTOR SHALL NOTIFY THE ENGINEER it f PRIOR TO PAVING SO THAT RECOMMENDATIONS FOR CORRECTION MAY BE F MADE. 11. FINISHED FLOOR ELEVATIONS ARE MINIMUM ELEVATIONS REQUIRED TO SATISFY DRAINAGE.LEGEND ' 12. EACH LOT IS REQUIRED TO RETAIN A VOLUME EQUIVALENT TO 3" OVER 70°!a OF TEMPORARY SWALE DETAIL THE LOT AREA BEFORE DISCHARGING TO A POND OR MITIGATION AREA EXISTING ITEM PROPOSED i 13. EXISTING TOPOGRAPHY AND CONTOURS BASED ON SURVEY BY: DRAINAGE LINE & ' 15D SWAGGERTY LAND SURVEYING, INC. 5 a10 SIZE I N/A DRAINAGE LINE CALL -OUT 50 D 15 ®0.20% LENGTH SIZE SLOPE 1819 W. SECOND STREET SANFORD, FLORIDA 32771 NOTE: (407) 322-4630 TEMPORARY SWALES PROVIDED FOR POLLUTION I DITCH BOTTOM INLET TREATMENT OF LOT RUNOFF PRIOR TO ENTERING CURB ' A. ,CONTROL BENCHMARK USED: ' DESIGNATION R-364-017 G INLET ELEVATION 124.475 DRAINAGE SYSTEM, SWALE TO BE REMOVED WHEN DESlGNATIONCHISLED'X'CUT ONW.RIM OFMANHOLE EACH LOT IS DEVELOPED: DRAINAGE MANHOLE f $ AT THE N.E. CORNER OF S.R. 050 AND MAGUIRE ROAD. CONTROL STRUCTURE NOTE: BENCHMARK LOCATION AND ELEVATION ARE AS REPRESENTED BY ' SURVEYOR AT THE TIME OF THE SURVEY. CONTRACTOR SHALL VERIFY ITS MITERED END SECTION CORRECTNESS AT 71ME OF CONSTRUCTION. ' ENDWALL r r$ I'L GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. GEOTECHNICAL RECOMMENDATIONS ARE NOT THE RESPONSIBILITY OF DONALD N/A FLOW DIRECTION W. McINTOSH ASSOCIATES, INC. DONALD W. MCINTOSH ASSOCIATES, INC HAS RELIED ON THE BELOW REFERENCED GEOTECHNICAL REPORT(S) IN ^^" DRAINAGE FLOW DIRECTION ^'•, PREPARATION OF THE DRAWINGS. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE DRAWINGS SHALL BE REPORTED TO CONTOUR 100 - ENGINEER/OWNER. DONALD W. MciNTO4N ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS' COMPLETENESS OR ACCURACY OF SPD I 100,00 GRADE ELEVATION GEOTECHNICAL INFORMATION. N/A FUTURE FINISH FLOOR ELEVATION 90.00 GEOTECHNICAL ENGINEER: MICHAEL D. SIMS 8 ASSOCIATES, INC. REPORT NO(S).: PN 90-364.5 SLOPE SYMBOL j DATE: NOV. 28, 1990, SEPT. 19, 1991 6Uo UNDERDRAIN WITH CLEAN-OUT 6UD-+-- ilar. ENVIRONMENTAL CONSULTANT: AQUATIC SYMBIOTICS, INC. CO CO 100 S. SEMORAN BOULEVARD, SUITE A ORLANDO, FLORIDA 32807 d (407) 282-3092 ,., 17. TRACT ` A A, B 8 C TO BE OWNED AND MAINTAIND BY PROPERTY OWN ERt "ASSOCIATION. 18, CONTRACTOR SHALL COORDINATE ALL T?EE CUTTING WITH }" PLANNING DEPARTMENT. �1_36 D (EXISTING) _ _ ...................... _ -:' -- x i N V 110.0 '^"" t 100 YR. FLOOD ELEVATION PER FEMA 118.3 MES NHW EL. 112.5 f<1 ; ; 10 YR. FLOOD; ELEVATION = INV TRACT C ; , ON PER FEMA 116:2 1 WATER L 9 12.5 E 10 .1 1 ' 1 { MITIGATION AREA JULY 9 1990 ' : ; , ; SCL'i'CE '_. 1.5' SIDEWALK o v ' N.-,W............_ ._..,.. 'sem-•'--°'""",..w .. p f A/ e, ` ....... •Y-•�..•_-.�, »�5'�"'wR71 EST ,,,.�'." / C .R LL I.I, I45 . D Pve LF 0.17 11rIV`• 112.5 L°r UIUI�CIZD2l�IN 0(1TFA�L PIPE U Lv� � s W I N i- z DISCHARGE STRUCTURE I a F k..,. Q SEE SHEET 8 FOR DETAIL N �ra. tf� - 0• � 6" Q�1 a o o z Y " I ^� N ,.�� (V - v f- O_ u� Ill > O 90 LL 6" U.D. O u, p w a - 2 ( ...^•. DM - •' "••.. � INV 11 D 2 5 m � w TDP 124 D w _ ® - J_ -._ 2 - w wINV 112 15 -....,• E DWALL - F' N Imo- Q Q 0 aj v N DT TO PROVIDE-A-P.CIND TO R TA "- ' INV707.5 _ a Q Q � VOFF FROM 3" OF RAINWFA�LL U -TYPE �'" Q ¢ D% OF THE LOT AREA. POND ENDWALL TFALL TO MITIGATION N - W/BAFFLES - rYP: t�iTS'..2.,.,- 4 ). \ C.O. (TVP.) ° ... �' °- va INV 111.5 ' Ln < INV. 1!025 N �, a 0. TRACT B 9611D D _ POND 200 r (�'CNAIAJ ULIk FEtiCE NVrn N z 9 '(jATF C_ (n CElITEF, 4 -Ln D 3Lp (4-1 1.4 U � 0 Ld 20 ACCESS & DR�INAGE � O I � EASEMENT. W z o rn 15 D o o ;..� MES W = o 5 •' 2 V) 4 ° s NV 112 �- j . 5 i r, ° Q 125.0° 00 .... - D 15 @ 3.75°/o In OIn w o i ,•, ° \S ° - to r Q U II .op DM 12 TOP 124.00 �> M INV 115.31 Q .� / \ w •A,. ~r 5 INV 117. 0 6 122 Ld 0f a Z Q E - i 0.74 AC. ` ,a_ rn i ! y t 0 yy,, OQ o �.. t z 11 • AC,.� 1 L s f . 6.5 z m S 71000, '2` t 0,9 AC. i 315 D 15 @ 0:32 °/o W® o 1-7 P 124.5 I iz Z W } - O04 W F W C14120 DRAINAGE o 0 NOTE: `ESM T. { EACH LOT TOS\PROVID /0-0,0' f POND TO RETAIN THE I Q cn RUNOFF FROM S ,OF r a d RAINFALL OVER 70� OF o THE LOT AREA. POND WILL ,\l DM 11 m OUTFALL, TO MASTER RET. ARS (TYP. LOTS 1, 5-8, 10-14) \ ( TOP 124.0 INV 118.0 SEEM $ I cy- o 0 0.9 AC. 125.0 0.9 AC. � o SET BERM DETAIL z TUBDUT 2DL� D �1�°�0 • 8 \ A P PLUG LTYP) Li\ ��\ 0.9 AC. NOTE: ' �4 LOT 9 ``TO PROVIDE A POND"'--' -" �5' ("�,j \ W 126.E TO RETAIN THE RUNOFF FROM o OF RAINFALL OVER 707 OF TIE AREA.POND WILL OUTFALL 317 D 15 @ 0. (D(07. \ TO "POND 100.\ Li. \. OUTFALL '�� BLEEDER`-PJPE �- -1 DM 10 U TOP 125.0 ob INV 120.10 _ a a If ati o o /?/ 24 D 15 @ 3.15 /o CL DISCHARGE STRUCTURE ,. 1.. . 1 �.•J '� ~`',•, 8 � SEE SHEET FOR ,. , DETAIL 1 (� a W LL^+^ Y - W I.e.l • 12 Q M Q m cq O U Z N z � Q Q p U O L: i J 1.3_! 'Q Q U-, SCL'i'CE '_. 1.5' SIDEWALK o v ' N.-,W............_ ._..,.. 'sem-•'--°'""",..w .. p f A/ e, ` ....... •Y-•�..•_-.�, »�5'�"'wR71 EST ,,,.�'." / C .R LL I.I, I45 . D Pve LF 0.17 11rIV`• 112.5 L°r UIUI�CIZD2l�IN 0(1TFA�L PIPE U Lv� � s W I N i- z DISCHARGE STRUCTURE I a F k..,. Q SEE SHEET 8 FOR DETAIL N �ra. tf� - 0• � 6" Q�1 a o o z Y " I ^� N ,.�� (V - v f- O_ u� Ill > O 90 LL 6" U.D. O u, p w a - 2 ( ...^•. DM - •' "••.. � INV 11 D 2 5 m � w TDP 124 D w _ ® - J_ -._ 2 - w wINV 112 15 -....,• E DWALL - F' N Imo- Q Q 0 aj v N DT TO PROVIDE-A-P.CIND TO R TA "- ' INV707.5 _ a Q Q � VOFF FROM 3" OF RAINWFA�LL U -TYPE �'" Q ¢ D% OF THE LOT AREA. POND ENDWALL TFALL TO MITIGATION N - W/BAFFLES - rYP: t�iTS'..2.,.,- 4 ). \ C.O. (TVP.) ° ... �' °- va INV 111.5 ' Ln < INV. 1!025 N �, a 0. TRACT B 9611D D _ POND 200 r (�'CNAIAJ ULIk FEtiCE NVrn N z 9 '(jATF C_ (n CElITEF, 4 -Ln D 3Lp (4-1 1.4 U � 0 Ld 20 ACCESS & DR�INAGE � O I � EASEMENT. W z o rn 15 D o o ;..� MES W = o 5 •' 2 V) 4 ° s NV 112 �- j . 5 i r, ° Q 125.0° 00 .... - D 15 @ 3.75°/o In OIn w o i ,•, ° \S ° - to r Q U II .op DM 12 TOP 124.00 �> M INV 115.31 Q .� / \ w •A,. ~r 5 INV 117. 0 6 122 Ld 0f a Z Q E - i 0.74 AC. ` ,a_ rn i ! y t 0 yy,, OQ o �.. t z 11 • AC,.� 1 L s f . 6.5 z m S 71000, '2` t 0,9 AC. i 315 D 15 @ 0:32 °/o W® o 1-7 P 124.5 I iz Z W } - O04 W F W C14120 DRAINAGE o 0 NOTE: `ESM T. { EACH LOT TOS\PROVID /0-0,0' f POND TO RETAIN THE I Q cn RUNOFF FROM S ,OF r a d RAINFALL OVER 70� OF o THE LOT AREA. POND WILL ,\l DM 11 m OUTFALL, TO MASTER RET. ARS (TYP. LOTS 1, 5-8, 10-14) \ ( TOP 124.0 INV 118.0 SEEM $ I cy- o 0 0.9 AC. 125.0 0.9 AC. � o SET BERM DETAIL z TUBDUT 2DL� D �1�°�0 • 8 \ A P PLUG LTYP) Li\ ��\ 0.9 AC. NOTE: ' �4 LOT 9 ``TO PROVIDE A POND"'--' -" �5' ("�,j \ W 126.E TO RETAIN THE RUNOFF FROM o OF RAINFALL OVER 707 OF TIE AREA.POND WILL OUTFALL 317 D 15 @ 0. (D(07. \ TO "POND 100.\ Li. \. OUTFALL '�� BLEEDER`-PJPE �- -1 DM 10 U TOP 125.0 ob INV 120.10 _ a a If ati o o /?/ 24 D 15 @ 3.15 /o CL DISCHARGE STRUCTURE ,. 1.. . 1 �.•J '� ~`',•, 8 � SEE SHEET FOR ,. , DETAIL 1 (� a W LL^+^ Y - W I.e.l • 12 Q M Q m cq SEE SHT. 6 FOR S 89*32'29" W 1215.06' STATE ROAD 50 -UTILITY ImPROVEMENTS - - - -------- sm-ZA 0.94 AC, ob V TYP 2 N 0.9 AC, 5'(TYP)--m- Z_" TYF 122.5 AVOID CURB SM -3 0.9 AC. SCOTTY'SINLET (TYP) 122.5 ENTRANCE 8"X6" REDUCER 8s N. SM -2 14 0.9 AC, 13 0.9 AC. SM -4 VA 12 °r \ \ 0.9 AC, . . ...... .... BOREN . .... DRIVE 0.9 AC, N WATER AND SEWER NOTES: WATER AND SEWER SPECIFICATIONS: o LY TO WATER AND SEWER WORK. 1 GENERAL NOTES SHOWN ON DRAWING 1, APP GENERAL: o2. CONTRACTOR SHALL COORDINATE WITH CITY OF OCOEE FOR CONSTRUCTION 1 . ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION SHALL OF THE WATER AND SEWER SYSTEM. ALL MATERIAL AND WORKMANSHIP SHALL BE NEW, HIGH GRADE AND FREE FROM DEFECTS. ALL PLASTIC PIPE AND 7 ,o CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF CITY OF OCOEE AND FITTINGS FOR WATER DISTRIBUTION SHALL BE APPROVED BY THE NSF FOR WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. POTABLE WATER AND BEAR THE NSF SEAL. PLASTIC PIPE AND FITTINGS SHALL BE SUPPLIED FROM THE SAME MANUFACTURER. DUCTILE IRON PIPE OR 6" 3. WHEN MAKING ANY TIE-INS, CONTRACTOR SHALL VERIFY SIZE AND TYPE OF CONCRETE ENCASEMENT SHALL BE USED WHERE SPECIAL UTILITY CROSSINGS EXISTING MAIN PRIOR TO ORDERING TAPPING MATERIALS. ARE REQUIRED. 4. A SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND 2. WHEREVER LOCAL STANDARD SP5CIFICATIONS DIFFER FROM THESE, \'N SEWER (GRAVITY OR FORCE) OR STORM MAINS (EXISTING OR PROPOSED) CONTRACTOR SHALL NOTIFY ENGINEER FOR CLARIFICATION; TYPICALLY THE WHERE SUCH SEPARATION IS NOT FEASIBLE AS INDICATED BY THE DRAWINGS) MORE STRINGENT WILL GOVERN. AND/OR WHERE WATER MAINS CROSS OVER SANITARY AND/OR STORM SEWER WITH LESS THAN 18" CLEARANCE OR WHERE WATER MAINS CROSS UNDER WATER DISTRIBUTION: SEWER MAINS: SEWER PIPE SHALL HAVE SPECIAL TREATMENT RUBBER GASKET DUCTILE IRON PRESSURE PIPE OR CONCRETE ENCASEMENT OF 6" 1 . PIPE 1 1/2" AND OVER AND FITTINGS LESS THAN 4": PVC ASTM D2241 AND ASTM \` MINIMUM THICKNESS. SUCH SPECIAL TREATMENT SHALL BE CENTERED AT THE D1784, SDR 21, CLASS 200 WITH INTEGRAL SELLS AND ELASTOMERIC JOINTS POINT OF CROSSING AND EXTEND UNTIL THE AFORESAID SEPARATIONS ARE PER ASTM D3139 WITH GASKETS PER ASTM F477. RESTORED BUT NOT LESS THAN 10 FEET EITHER SIDE OF THE CROSSINGS. 2. FITTINGS 4" AND OVER: DUCTILE IRON CONFORMING TO ANSVAWWA C110/21.10, 5. CONTRACTOR SHALL PROVIDE WATER MAIN DISINFECTION, PRESSURE TESTING 250 PSI, WITH CEMENT MORTAR LINING CONFORMING TO ANSIIIAWWA AND BACTERIOLOGICAL TESTING AND REPORTS PER PROJECT SPECIFICATIONS, C104/A21.10, STANDARD THICKNESS, WITH COMPRESSION TYPE FDER PERMIT CONDITIONS AND AWWA STANDARDS (AWWA C600 AND AWWA JOINTS/MECHANICAL JOINTS AS RESPECTIVELY SPECIFIED IN ASTM D3139 AND C651). AN S I/AWWAC 1 VA2 1.11. LEGEND - 6. CONTRACTOR SHALL PROVIDE SANITARY SEWER LAM PING/TELEVI SION ALL IN 3. VALVES: ---" AND OVER: RESILIENT SEATED GATE VALVES CONFORMING TO ACCORDANCE WITH PROJECT SPECIFICATIONS AND FDER PERMIT CONDITIONS. ANSI/AWVVA C509 AND SHALL OPEN COUNTERCLOCKWISE AND HAVE O-RING EXISTING ITEM PROPOSED STEM SEAL. THE VALVE IMMEDIATELY PRECEDING A DESIGNATED POINT OF 7. CONTRACTOR SHALL COORDINATE ALL WATER AND SEWER SYSTEM TEST SERVICE (POS) FOR FIRE PROTECTION SYSTEMS SHALL BE A 200 PSI TEST w. w. WATER MAIN & SIZE _8W SCHEDULING TO ALLOW ENGINEER'S ATTENDANCE, AND PROVIDE FIVE (5) VALVE. WORKING DAYS NOTICE OF WATER AND SEWER TESTS. CONTRACTOR'S FAILURE TO PROPERLY NOTIFY ENGINEER MAY RESULT IN RETESTING AT ENGINEER'S 4. VALVES 2 INCHES AND SMALLER: BRONZE, WEDGE DISC, NON -RISING STEM FIRE HYDRANT ASSEMBLY OPTION AND AT CONTRACTOR'S EXPENSE. TYPE, 150 PSI MINIMUM WORKING PRESSURE, EQUIPPED WITH WROUGHT STEEL WATER VALVE OR CAST IRON OPERATING HANDWHEELS AND SHALL HAVE ENDS SUITABLE FOR 8. CONCRETE CURBS SHALL BE CHISELED OR IMPRINTED TO SHOW LOCATIONS OF JOINTING TO THE PIPE USED. WATER AND SEWER SERVICE LINES/LATERALS. MARKING SHALL CONFORM WATER REDUCER WITH LOCAL STANDARDS. WHERE NO STANDARDS EXIST, USE 'W" FOR WATER 5- VALVE BOXES: VALVE BOXES SHALL BE ADJUSTABLE, CAST IRON, MINIMUM WATER METER AND "S" FOR SANITARY. INTERIOR DIAMETER OF 5 INCHES WITH COVERS LEGIBLY CAST WITH THE INSCRIPTION -WATER- ON THE TOP, AND SHALL HAVE A HEAVY COATING OF Li 9. SANITARY SEWER LINES ARE DESIGNED AT MINIMUM ACCEPTABLE GRADE, BITUMINOUS PAINT. BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE DOUBLE WATER LATERAL CONTRACTOR SHALL VERIFY ACCURACY OF PIPE SLOPE. SUB -STANDARD LOADING AND VALVE SIZE. ALL VALVES SHALL HAVE BOXES. SLOPES WILL NOT BE ACCEPTED. 6" PVC SERVICE LINES TO BE LAID AT MINIMUM 01 BLOW -OFF 0 BO 1 % SLOPE. 6. FIRE HYDRANTS: AWWA C502 CONFORMING TO STANDARD SPECIFICATIONS OF THE LOCAL JURISDICTION AND UTILITY COMPANY WHERE DIFFERENT. PLUG E 10. CONTRACTOR SHALL MAINTAIN A SET OF RECORD DRAWINGS MARKED UP WITH HORIZONTAL AND VERTICAL AS -BUILT INFORMATION ON LOCATION OF WATER SEWAGE COLLECTION/TRANSMISSION: ---as- - - SEWER UNE & SIZE 8S MAINS, FITTINGS AND WATER SERVICES LOCATED FROM CENTERLINE OF LENGTH SIZE SLOPE NEAREST FIRE HYDRANT OR NEAREST MANHOLE. 1. GRAVITY PIPE AND FITTINGS: PVC ASTM D3034, SDR 35 WITH ELASTOMERIC N/A SEWER LINE CALL -OUT 50 S 8 @ 0.40% JOINTS. 11. PIPE LENGTHS SHOWN REPRESENT SCALED DISTANCES BETWEEN SEWER MANHOLE 0 CENTERLINES OF MANHOLE STRUCTURES. 2. GRAVITY PIPE (D.1,P. WHEN CALLED FOR): ANSI/AWWA A21.51/C151, CLASS 51 UNLESS OTHERWISE DESIGNATED, ANSI/AWWA A21.50/CI50, WITH MECHANICAL FLOW DIRECTION 0- 12. PAINT ALL FIRE HYDRANTS OSHA YELLOW. OR PUSH ON JOINTS. AN INTERIOR PROTECTIVE LINING OF COAL TAR EPDXY 15. BLUE REFLECTIVE STREET MARKERS SHALL BE PLACED OPPOSITE SHALL BE PROVIDED WITH A MINIMUM DRY THICKNESS OF 30 MILS. CLEAN-OUT co FIRE HYDRANTS IN THE CENTER OF THE NEAREST TRAVELED 3. MANHOLES: ASTM C476 WITH 5" MINIMUM WALL, 4000 PSI CONCRETE. DOUBLE SEWER LATERAL LANE TO MARX THEIR LOCATION_ FORCE MAIN_4FMw. - LENGTH SIZE DUCTILE, 'IRON PIPE 20 DI 8 Z_ CU . . . . ..................... ............ NN Ku k4)CC) 00 LLI Z < 44� 0 TRACT C MITIGATION AREA 0.9 AC, 8\_20' ACCESS & DRAINAGE z EASEMENT. 5 0.9 AC, 124.0 '(TYP) SM -5 11 f 9 0.9 AC, 1-2-5-.5-1 7 0.9 AC. 124.0 2D' DRAINAGE ESMT. 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TYP 3.25' 10.5' `(P FOOT PAVEMENT REQUIREMENTS FRICi70N COURSE (if required) FC -I or FC -4: 1" thickness, single lift. FC -2: 5/8" thickness, single lift. OVERLAY COURSE fifes ni •rrd) Type S-1 asphaltic concrete:17z"thickness, single lift. LEVELING COURSE (if required) Type S -III asphaltic concrete: 75 LBS/SY Average, single lift. (May require more LBS/SY due to existing roadway conditions.) STRUCTURAL COURSES (Widening, auxiliary lanes. drives and median crossovers) Type S -I asphaltic concrete: 3" thickness, 2 lifts of 1 1/2" each. LASE OPTION I Compacted limerock: 10" thickness, 2 lifts of 5" each: primed. Average LBR of not less than 100. Compacted to 98% of maximum density per AASHTO T-180, Modified Proctor. Copies of density report,. arc required. BASE. OPTION 11 ABC -III: 7 112" thickness, 3 lifts of 2 1/2" each. ABC -II: 9" thickness, 3 lifts of 3" each. ABC -I: 11" thickness, 4 lifts, 3" maximum per lift. BASF OPTION III (By—Special Permission Only Compacted, controlled plant -mix, soil cement: 10- thickness, single lift: primed. Density and report requirements per BASE, OPTION I above. BASE. OPTION Iy Compacted limerock: 16" thickness, 3 approx. equal lifts each (no single lift to exceed 6" thickness): primed. LBR and density requirements and reports per BASE, OPTION I above. RASE_ OP71ON V ABC -111: 11 I/2" thickness, 4 lifts, 3- maximum per lift. ABC -1I: 13' thickness, 5 lifts, 3" maximum per lift. ABC -1: 16" thickness, 6 lifts, 3" maximum per lift. BASE. OPTION VI (By Srecial Permission Only) Compacted, controlled plant -mix, soil cement: 16" thickness, single lift: primed. Density and report requirements per BASE, OPTION I above. S 1R ,RADE, OPTION I 12' thickness: Stabilized, LBR 40 per Standard Specifications, Section 160-2. SUBGRADE. OPTION 11 Compacted existing soil. The subgrade shall be firm, unyielding and in such condition that undue distortion will not occur. 50'R 24"WHITE STOP BAR — TYP 15' R4-7 w/ TYPE 1 _WHITE TURN -- _ OBJECT MARKER ARROW TYP 75' R' 35'R \ 6" WHITE LANE 6" WHITE EDGELINE 01 \ 235'± STORAGE 6 loC �" It/ 'p0 1 FDOT NOTES: 1. ALL WORK SHALL COMPLY WITH THE FOLLOWING FDOT DOCUMENTS. - STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. - ROADWAY AND TRAFFIC DESIGN STANDARDS. 2. ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED. 3. ALL DISTURBED GRASS AREAS SHALL BE RESTORED TO PRECONSTRUCTION CONDITION. 4. ALL WORK ON UTILITIES SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE UTILITY COMPANIES, OWNER AND FDOT. 5. ALL ROADWAY STRIPING AND MARKING SHALL BE TO FDOT REQUIREMENTS AND OF FDOT APPROVED MATERIALS. TEMPORARY STRIPING AND MARKING MAY BE REQUIRED. 6. TACK COATS SHALL BE APPLIED BETWEEN ALL LAYERS OF ASPHALTIC CONCRETE COURSES. 7. ALL EXISTING STRUCTURES SHALL BE RAISED TO FINISHED GRADES. 8• - PAVEMENT STRUCTURE SHALL COMPLY WITH "REQUIREMENTS" NOTED HEREON. CONTRACTOR IS RESPONSIBLE FOR APPROVAL BY FDOT OF SELECTED PAVEMENT OPTION, AND SHALL SUBMIT PROPOSED PAVEMENT STRUCTURE TO DONALD W. MCINTOSH ASSOCIATES, INC. FOR FILE REFERENCE. 9. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYLD BASE) w/RAISED REFLECTIVE PAVEMENT MARKINGS LOCATED PER FDOT STANDARD INDEX DRAWING 17352, TURN ARROWS SHALL BE LOCATED PER FDOT STANDARD INDEX DRAWING 17346, ]aPll►[e1��1►1 O ` t o 1 CLLV YY OBJECT MARKER 30' 0.C.(TYP) i 75'-6" DOUBLE YELLOW DESIGN SPEED 50 MPH STRIPINU A 1\4 10' 4, 47; 7772" /8" FC -2 AC TYPE S-1 " LIMEROCK BASE (98% AASHTO, T-180 MOD.) OMPACTED EXISTING SUBGRADE OPTIONAL BASE COURSE FOR SHOULDER CONSTRUCTION: 4" ASPHALT (TYPE 3) SHOULDER CONSTRUCTION_ tY S O Z LAKE BENNETT Q J ry W O 6" WHITE EDGE LINE 5' SIDEWALK SIDEWALK .G. �r -r t,w -r 000 N O� z N Z - CM K) N r -CO Z J UJ O J W p Q N V) LLI Qw J Z¢.. 6 U�> \y\\j ~ 0 Z LL - 0 to w w o °- N o i- to 3 o V) o V) Z 'n a3 U t't p w (n U 0 ¢ OO 1 O cn pN t= W p I Z of W t F U 0 Q Q IW V) to W p W O O Q Q tY N Cn � Ot o N 1 I w rn rn � I I I p I r d' r7 N O Z U 0 W z O M �0 — >- Z o Uj W o rn W o Q rn 00 U O �,Lu `� —1O n 0 � r� U) E r Q O J li W Z of Q Ir d J � CL Z m O Li ~ a. F- a-¢ O ¢ o ® Z w 0 IAJ rn Of Q WY Ir m o Z a_ r) w 0 0LLj W N Z N w ¢ o 0 rn 0 i W Q 1 0 r m � w ¢ F- 0 0 c� 6"WHITE U Z n- 6"WHITE EDGELINE � to • X In _ 180' TAPER U h— QQ LLJ• 3.25' 10.5' `(P FOOT PAVEMENT REQUIREMENTS FRICi70N COURSE (if required) FC -I or FC -4: 1" thickness, single lift. FC -2: 5/8" thickness, single lift. OVERLAY COURSE fifes ni •rrd) Type S-1 asphaltic concrete:17z"thickness, single lift. LEVELING COURSE (if required) Type S -III asphaltic concrete: 75 LBS/SY Average, single lift. (May require more LBS/SY due to existing roadway conditions.) STRUCTURAL COURSES (Widening, auxiliary lanes. drives and median crossovers) Type S -I asphaltic concrete: 3" thickness, 2 lifts of 1 1/2" each. LASE OPTION I Compacted limerock: 10" thickness, 2 lifts of 5" each: primed. Average LBR of not less than 100. Compacted to 98% of maximum density per AASHTO T-180, Modified Proctor. Copies of density report,. arc required. BASE. OPTION 11 ABC -III: 7 112" thickness, 3 lifts of 2 1/2" each. ABC -II: 9" thickness, 3 lifts of 3" each. ABC -I: 11" thickness, 4 lifts, 3" maximum per lift. BASF OPTION III (By—Special Permission Only Compacted, controlled plant -mix, soil cement: 10- thickness, single lift: primed. Density and report requirements per BASE, OPTION I above. BASE. OPTION Iy Compacted limerock: 16" thickness, 3 approx. equal lifts each (no single lift to exceed 6" thickness): primed. LBR and density requirements and reports per BASE, OPTION I above. RASE_ OP71ON V ABC -111: 11 I/2" thickness, 4 lifts, 3- maximum per lift. ABC -1I: 13' thickness, 5 lifts, 3" maximum per lift. ABC -1: 16" thickness, 6 lifts, 3" maximum per lift. BASE. OPTION VI (By Srecial Permission Only) Compacted, controlled plant -mix, soil cement: 16" thickness, single lift: primed. Density and report requirements per BASE, OPTION I above. S 1R ,RADE, OPTION I 12' thickness: Stabilized, LBR 40 per Standard Specifications, Section 160-2. SUBGRADE. OPTION 11 Compacted existing soil. The subgrade shall be firm, unyielding and in such condition that undue distortion will not occur. 50'R 24"WHITE STOP BAR — TYP 15' R4-7 w/ TYPE 1 _WHITE TURN -- _ OBJECT MARKER ARROW TYP 75' R' 35'R \ 6" WHITE LANE 6" WHITE EDGELINE 01 \ 235'± STORAGE 6 loC �" It/ 'p0 1 FDOT NOTES: 1. ALL WORK SHALL COMPLY WITH THE FOLLOWING FDOT DOCUMENTS. - STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. - ROADWAY AND TRAFFIC DESIGN STANDARDS. 2. ALL EXISTING UTILITIES SHALL BE FIELD VERIFIED. 3. ALL DISTURBED GRASS AREAS SHALL BE RESTORED TO PRECONSTRUCTION CONDITION. 4. ALL WORK ON UTILITIES SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE UTILITY COMPANIES, OWNER AND FDOT. 5. ALL ROADWAY STRIPING AND MARKING SHALL BE TO FDOT REQUIREMENTS AND OF FDOT APPROVED MATERIALS. TEMPORARY STRIPING AND MARKING MAY BE REQUIRED. 6. TACK COATS SHALL BE APPLIED BETWEEN ALL LAYERS OF ASPHALTIC CONCRETE COURSES. 7. ALL EXISTING STRUCTURES SHALL BE RAISED TO FINISHED GRADES. 8• - PAVEMENT STRUCTURE SHALL COMPLY WITH "REQUIREMENTS" NOTED HEREON. CONTRACTOR IS RESPONSIBLE FOR APPROVAL BY FDOT OF SELECTED PAVEMENT OPTION, AND SHALL SUBMIT PROPOSED PAVEMENT STRUCTURE TO DONALD W. MCINTOSH ASSOCIATES, INC. FOR FILE REFERENCE. 9. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYLD BASE) w/RAISED REFLECTIVE PAVEMENT MARKINGS LOCATED PER FDOT STANDARD INDEX DRAWING 17352, TURN ARROWS SHALL BE LOCATED PER FDOT STANDARD INDEX DRAWING 17346, ]aPll►[e1��1►1 O ` t o 1 CLLV YY OBJECT MARKER 30' 0.C.(TYP) i 75'-6" DOUBLE YELLOW DESIGN SPEED 50 MPH STRIPINU A 1\4 10' 4, 47; 7772" /8" FC -2 AC TYPE S-1 " LIMEROCK BASE (98% AASHTO, T-180 MOD.) OMPACTED EXISTING SUBGRADE OPTIONAL BASE COURSE FOR SHOULDER CONSTRUCTION: 4" ASPHALT (TYPE 3) SHOULDER CONSTRUCTION_ tY S O Z LAKE BENNETT Q J ry W O 6" WHITE EDGE LINE 5' SIDEWALK SIDEWALK .G. �r -r t,w -r 000 N O� z N Z - CM K) N r -CO Z J UJ O J W p Q N V) LLI Qw J Z¢.. 6 U�> \y\\j ~ 0 Z LL - 0 to w w o °- N o i- to 3 o V) o V) Z 'n a3 U t't p w (n U 0 ¢ OO 1 O cn pN t= W p I Z of W t F U 0 Q Q IW V) to W p W O O Q Q tY N Cn � Ot o N 1 I w rn rn � I I I p I r d' r7 N O Z U 0 W z O M �0 — >- Z o Uj W o rn W o Q rn 00 U O �,Lu `� —1O n 0 � r� U) E r Q O J li W Z of Q Ir d J � CL Z m O Li ~ a. F- a-¢ O ¢ o ® Z w 0 IAJ rn Of Q WY Ir m o Z a_ r) w 0 0LLj W N Z N w ¢ o 0 rn 0 i W Q 1 0 r m � w ¢ F- 0 0 • • LLJ• • •; • • �:• 0 • 0 0 DI I IC-nDn AX/C7 (c R A_�Q) BLUFORD • . • t W z 2 84 FULL 15OX IN THIS P,KLA. 1F OVEKLA'y CAU5E`D A ML_FU1jCT!0,N 71 SITE WIDENING PLAN SITE BOAD IMPROVEMENT NOTES 1. THE GENERAL NOTES SHOWN ON COVER SHEET APPLY TO ALL ROAD IMPROVEMENT WORK. 135' Do- -0111111- 190' Bib 2. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY TO BE IN STRICT CONFORMANCE IDS MIR; EDP TO 0.IPEWALKWITH IFI i . REMOVE L?1K -TREES , -CUfZR 14 13 12 3. CONTRACTOR SHALL NOTIFY ORANGE COUNTY AND UTILITY COMPANIES A TRANS!' `O'er 51DEVVA LK MINIMUM OF 48 HOURS PRIOR TO BEGINNING WORK. TYP.) ESMT_` "� 4. CONTRACTOR SHALL RELOCATE AND MAINTAIN EXISTING TRAFFIC CONTROL SIGNS REQUIRED DURING CONSTRUCTION. Sl I,( €CT•..- .,850/4 9 "^<' ,> 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY MONUMENTATION23.55' '`'".�4�?��.............._..,' z.r.................. ;.�<, TATION SHALL BE RESTORED BY A DISTURBED .f.<. ~. • ;s' • s N FLORIDA LICENSED LAND SURVEYOR SELECTED SBYLTHE OWNER AT THE 11.55' ,y CONTRACTOR'S EXPENSE. W UPPJ + ' 'z 6. ALL DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION J', :^ j ' �L; :yy '<' = CONDITIONS OR BETTER IN CONFORMANCE WITH FDOT STANDARDS AND �;,: ,�. 24.45 36.45 ,4 Y - = SPECIFICATIONS FOR GRASSING. ;..-._...-.�.... 7. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN g POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR DRAINAGE BE OBSERVED, CONTRACTOR SHALL NOTIFY THE ENGINEER .f PRIOR TO PAVING SO THAT RECOMMENDATIONS FOR CORRECTION MAY BE "•.m. ... ..................... .. ...-..w.. _. .. .......� r ............ ................ .................. .-...... � MADE ••• ....•..••• �Mµ-M#��, �':S `rNifFi �. �,............ r: s��.............. _ _. ......._ � 8. ALL SIGNS AND MARKINGS SHALL COMPLY WITH THE MANUAL ON UNIFORM a bTRAFFIC CONTROL DEVICES (MUTCD). �.> �£t...3 J< vim, 1 `1 ,y '{% sy.•w w la#:F µ 12a yv}� ' S: �P 9. TURN ARROWS TO BE LOCATED PER FDOT STANDARD INDEX 17346. d`l "_ "'s " R 10. CONTRACTOR TO RELOCATE ALL SIGNAGE, MAILBOXES AND ANY ROADSIDE HAZARD AS DIRECTED BY ORANGE COUNTY OR PROJECT ENGINEER. 1 1 . NO OPEN NIGHTTIME EXCAVATIONS, 12, A TRAVERSIBLE PEDESTRIAN WALKWAY AREA SHALL BE MAINTAINED DURING CONSTRUCTION (MINIMUM 4' WIDTH). 1N'VE. R7 ELE'.;».'i'`:C?'<€ = 1241?_ 13. THE CONTRACTOR SHALL ADJUST -TO FINISHED GRADE ALL EXISTING MANHOLES ENs {;_" # E S A c:; 6SH."K`3 AND VALVE BOXES OR OTHER UTILITIES AS REQUIRED. ✓ 14. PROPOSED AND EXISTING SIDEWALKS SHALL BE RAMPED FLUSH WITH • PAVEMENT. RAMPS SHALL NOT EXCEED SLOPES OF 12 HORIZONTAL TO 1 7' WATER.MFI�J FRDM 1 rTYG� VERTICAL UNLESS SPECIFICALLY SHOWN ON GRADING PLAN. l�IGI�raF�v�'y� OPEC; CUT »�� /� �� 15. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE SECT10(\1, MEASURES TO INSURE AGAINST POLLUTING, SILTING OR DISTURBING TO SUCH 9 (SEE DEIN, AN EXTEND AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE rID/Mite. EOP TO �x �r SYSTEM. SUCH MEASURES MAY INCLUDE, BUT NOT BE LIMITED TO, I SICE1'IALK-`•.> CONSTRUCTION OF TEMPORARY EROSION CONTROL STRUCTURES, SUCH AS 190 €z f' n nil' SEDIMENT BASINS, SEDIMENT CHECKS, OR SILT BARRIERS. LK 16. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC ALKYLD BASE WITH y RAISED REFLECTIVE PAVEMENT MARKINGS LOCATED PER FDOT STANDARD INDEX DRAWING 17352. TURN ARROWS SHALL BE LOCATED PER FDOT }^f" STANDARD INDEX DRAWING 17346. ~.. 15 17. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ORANGE COUNTY _............ . ~_ TRAFFIC DEPARTMENT FOR APPROVAL,PRIOR TO CONSTRUCTION. 25.10' , F' ( 18. SIDEWALK OUTSIDE OF THE RIGHT OF WAY TO BE MAINTAINED BY Mm:.:__ : : ........................ IZ X IL, SLEEVE THE PROPERTY OWNERS ASSOCIATION WITHIN A PUBLIC ACCESS ANPZYALVE TAPPI>JEASEMENT.GAS 3' 'tJ.`rl .JI.UV MH % ey WIDENING PLAN DEIGN SPEED 40 MPH 75' 4" DOUBLE YELLOW 75' 4" WHITE LANE LINE-� -2-4 WHITE STOP BAR 1 (EXISTING LOCATION) 24" WHITE STOP BAR 14 % 4" WHITE LANE LINE WHITE TURN ARROW (TYP) Iz' t2' 135' <r 4" DOUBLE YELLOW STOP s)c rt -4 25' R1 -1 -a (TYP. TYP. 35'R 12' 12 ` (TYP.) 12' - - 12' 12 12 IZ, 12' 12' 12' f'\_4" WHITE LANE LINE I r ��, i 18" YELLOW 30' O.C. (TYP) L ,I 135' STo2�.�E 50 TAPEK 100 STORAGE ! 4 WHITE LANE LINE - I 4" DOUBLE YELLOW C -i EDIMIKI(--N I)I A NI 0 13 190' 4'WHITE, 2'-4' SKIP 12 w. a jw 4„ WHITE EDGE LINE TYP.) 4" WHITE LANE LINE 4" DOUBLE YELLOW 135' STORAGE LID, I 33' LIMITS OF OVERLAY I f VARIES EX15T PVMT VAFdE5 VAR1E5 0' TD IZ' 1 t p(1.AZ(.K EN Tl ( 1 MIN. .� --a- 17" 51A6)LIZ_ED 51)B9A6E� 6" LIMERD!K 1'/7-" TYPE 5-1 ASPHALTIC CONC. I" FC -4 OYULAY TYPICAL SECTION NOTE: SUB -GRADE CUT TO BE COMPACTED TO 951 MAX DENSITY AS DETERMINED BY AASHTO T-180. CUT TO BE REPLACED WITH AN 8" 3000 PSI 111(}t EARLY CONCRETE, SURFACE ELEVATION TO MATCH SURFACE ELEVATION OF EXISTING PAVEMENT, RESURFACING TO BE 10 FEEL EACH SIDE OF CUT, OR AS APPROVED BY THE COUNTY ENGINEER. a" HIGH EARLY CONCRETE ASPHALTIC CONCRETE OVERLAY (T_Y_PGA6 q (TYPICAL) r X 151 ING ASPHALTIC CONi:HLTC tr SURC ACE `LXISI. IJASL a r LEXIS T, UASE RYPICa�SUDGRADE PAVEMENT RESTORATION �I!I GENERAL NOTES: EXIST,S000HAOE (COttPACTEO TO IIIA 1. Longnitudinal cute will generally 35X MAX. DENSITY)-\ require overlay/resurfacing or the 1. Baas replacement shall be 3000 psi, \ 1 complete width of the traveled way. high early strength concrete. _ell# 2. Cute of cul-de-sacs, turn -outs, etc. 2. Asphaltic concrete surface material -1111 will generally require overlay/ shall be replaced with the same IIII1 reaurfacing of the complete type of material that existed At II IpI cul-de-sac, etc. the time of removal, or an approved = )= /� 3. Cuts at intersections of streets by the County Engineer.151isl -it1•1�1 generally will require a complete 3. Minimum asphaltic concrete surface AE averlaylreaurfacing to the end of overlay thickness shall be one 0") ll return radii, and also too inch, or me approved by the County--- point ten (10') feet beyond the Engineer. )lit 2511 UTILITY 11111E cut, whichever Is greater. 4_ All base point cuts shall be meth- 4. Actual requirements will be so anically saw cut. stated on the approved permit. STANDARD ROADWAY QPENCUT_ DETAIL OVERLAY OVER EXISTING PAVEMENT -TYPICAL -OF OPEN CUTS ON STREETS BETWEEN INTERSECTIONS _ (n . 0 0` z z= CM a O 00 Li 13 190' 4'WHITE, 2'-4' SKIP 12 w. a jw 4„ WHITE EDGE LINE TYP.) 4" WHITE LANE LINE 4" DOUBLE YELLOW 135' STORAGE LID, I 33' LIMITS OF OVERLAY I f VARIES EX15T PVMT VAFdE5 VAR1E5 0' TD IZ' 1 t p(1.AZ(.K EN Tl ( 1 MIN. .� --a- 17" 51A6)LIZ_ED 51)B9A6E� 6" LIMERD!K 1'/7-" TYPE 5-1 ASPHALTIC CONC. I" FC -4 OYULAY TYPICAL SECTION NOTE: SUB -GRADE CUT TO BE COMPACTED TO 951 MAX DENSITY AS DETERMINED BY AASHTO T-180. CUT TO BE REPLACED WITH AN 8" 3000 PSI 111(}t EARLY CONCRETE, SURFACE ELEVATION TO MATCH SURFACE ELEVATION OF EXISTING PAVEMENT, RESURFACING TO BE 10 FEEL EACH SIDE OF CUT, OR AS APPROVED BY THE COUNTY ENGINEER. a" HIGH EARLY CONCRETE ASPHALTIC CONCRETE OVERLAY (T_Y_PGA6 q (TYPICAL) r X 151 ING ASPHALTIC CONi:HLTC tr SURC ACE `LXISI. IJASL a r LEXIS T, UASE RYPICa�SUDGRADE PAVEMENT RESTORATION �I!I GENERAL NOTES: EXIST,S000HAOE (COttPACTEO TO IIIA 1. Longnitudinal cute will generally 35X MAX. DENSITY)-\ require overlay/resurfacing or the 1. Baas replacement shall be 3000 psi, \ 1 complete width of the traveled way. high early strength concrete. _ell# 2. Cute of cul-de-sacs, turn -outs, etc. 2. Asphaltic concrete surface material -1111 will generally require overlay/ shall be replaced with the same IIII1 reaurfacing of the complete type of material that existed At II IpI cul-de-sac, etc. the time of removal, or an approved = )= /� 3. Cuts at intersections of streets by the County Engineer.151isl -it1•1�1 generally will require a complete 3. Minimum asphaltic concrete surface AE averlaylreaurfacing to the end of overlay thickness shall be one 0") ll return radii, and also too inch, or me approved by the County--- point ten (10') feet beyond the Engineer. )lit 2511 UTILITY 11111E cut, whichever Is greater. 4_ All base point cuts shall be meth- 4. Actual requirements will be so anically saw cut. stated on the approved permit. STANDARD ROADWAY QPENCUT_ DETAIL OVERLAY OVER EXISTING PAVEMENT -TYPICAL -OF OPEN CUTS ON STREETS BETWEEN INTERSECTIONS _ (n . 0 N z z= CM a O 00 Li Q 0 0 0 A F - o 12 � u! o 0 .y T U J WO V �? V� O z LLl 0 u Q I-- > h O W d o Z U ZE N _ _ N 4' z • V) 00 U�0 Z o 'q- M CD d - W >'^ z v W Q V / ry /\ Q 0) U 00 O N � O Lo o V) 11 W CR Q U (o U_ LrW 7 a I :2 0) Q H I [�. z_ m I � o 0 F=- f1. Q O a 0 ® z _ Lli z W LLI 0 wY ro i.Li M _Z 0 w 000 Z U) W, N o oLLJ rn � of CK 0 D LIJ U. ate qll�-k EL C) LLJ Ld U F_ U I ILL., Q� w LL O b. 1 R/w C\j Cn Cn co r0AVEEMENT 0 --- --- - --- --- - --- 7 00 .7777 LEAN OUT PLUG U) U) MIM. EXISTING GRADE 0 . ... ........ SiABILIZED SUBGRADE 5,0:=- . ...... RISER AS REOD 3 - U Lr� Pvc NHW EL. 112.5 45* BEND-\ I J'p I f"11 A WATER EL. 109.11 JULY 9,1990 INU hU Uhb U %r% C' & 'UTTE' s, T L "ECTIN OTAN"Aff h WYE A -ERTY LINE EIAOT PROt- F_ L 7Z 71 " I E5 P -)A 6 ____ D - P, 1- 0 7-Y?F_ 'eIMLET W/ C-RA-TE 2 _j V) TOP IZ5.D U) N, U !!J C�z 0 0'�--AC (TYP) 1MV. 12 1. D NDERDRAIN DETAIL i L)i z XD -A U Uj 0 CD > 0.9 AC. w 'n CL . ............ P LU - ------ PIPF-- IMV. 17-l'.DD E, I (TY 128.15 1 IVI.5 :3 COW2. SLAZ Uj 2 . . . . ........ . ... . .. �5` sump, K I OUTFALL EL. + 114.0' ryu AgEA DP EMEZDACPMEW7 C 'ECT10"N F%0 100 Ty"PEAL to EL. +113.6' W 4!' LAYER OF CRUSHED �8TONE OR - I I I See Gencrol Note No. 9 EQUIVALENT MATERIAL F;Ilel Ecch Come, FDOT .902.4 FILTER MATERIAL NORMAL WATER EL. +112.5' FT/DAY) (MIN. PERMEA131LITY 650 K 1 '6 Bars Aft Arovno�, TPVC LINER EL. +112.4' 0 ENCrh`%A0AC`HMENT Ir"LAry 91 r \� WETLANu 6" PERFORATED UNDERDRAIN PIPE z (ADS OR EQUIVALENT) WRAPPED WITH FILTER FABRIC 111=60' V, Z cl: 00 0: 2 q EL. +110.25 INVERT 3"16' W PLAN --- --- --- - --- 6' Brick or rner FIllef 2.5' ON�0;1�,Zlol 1(lor-11 All Arounot-, I TRENCH WRAPPED WITH 20 M WO 6' ReIllforced i t I -L / w 1-1 _11.w Concrete i? 'PVC LINER TO 'EL. + 112.4 ..... . ..... . . ..... ... . ... . ......... 3'-6' Or Zz 12" Cits. Z J. 4'-0" D10. One Coge '4 0 1 , I �Q �� !2 7 1 1 i ? RT) ......... . Both Ways In center 3 Of '4 So's A Concrete Wall j 012, Or, - 00 Both I DE mh D RAIN DETAIL UN" 106-2. A 0' 01 N Uj 7* NHW EL. 112.5 '4 B < _j �4 Bar$ 9 9" 0's. Both Wy�. U) WATER EL. 109.11 Both -y, JULY 9. 1990 ALTERNATE A ___ALTERNATE_B U) U) (f) 0 U_ 'nq _%E P NLET B"'TTOM TYP U) R/W 50' OR 60' R/W R/W LU Z NTS -OF -1, z _WETDWS_'- 0' Uj r-, Z�' 25' OR 30' 25' OR 3 5 OR 6 2' 14' OR 18' 14' OR 18' 2' 4 OR 6' 4' 120 CRETE I CONCRETE ICON SIDEWALK SIDEWALK z: UA 0.9 AC, 0 CURB & CUTTER . . .. ......... z yP) (TYP) TOP VIEW 2% 2% 2% ........ 2%� (T LLJ A z LAJ TOP VIEW >' U) SJ 6: < W OP CREATEVI&TLAWPS 6" STABILIZATION UNDER W LI -L.] J_ < C) AREA L STANDARD CURB GUTTER z FBV 50 (TYF�) AKEA JP P-MHAVEMEMT 1 1/2" ASPHALTIC jCONCRETE SURFACE COURSE (TYPE S-111) 0 SECTION a Z C%j z WALL SECTION SECTION 8" SOIL CEMENT OR -LIMEROCK BASE' w C\j 52 TYPE I TYPE H 12" COMPACTED SUBGRADE (95% MAX. DENSITY-AASHTO T-180) w For Alonboles For C,,b Intel, Typl� 1, 2. J. & 4 w MITIGATIONN PLAN CAST IRON FRAMES LEAN 0 EXIST RISEF L ", _p PVC 13END V=60" flo's O'PIC A r_ f 0!'� Ty A L R" 0% A r U` E" �i E C T 10" N 2-16 Bors -H- C n E,CPf 6 -.8 burs slv M Bols sp�eo r 6- centel's Both c� �Pl Wildle Ders Sh- weys E,� �j A 0 V Centers. All dorS w;th Act I d Sfonfor Nooks I onled Arturo, UH, 45% Or Eblddd 1. Accordonce _7RACT C_ 130's Q iL With rhe S1.LR,;nront _�n und�, Opflonof ------- r 50F_WALV_ MFnGiATIOM ARJ-__A ConstrocUon Jo,*nts. Sheet REINFORCEMENT PLAN No 3 of 6. E -pt All -6 so,, REINFORCE41ENT PLAN A�� -6 Bols Alound Uonholl Op,nlng ShoflBe hoo.,�d. fl.nol Key e, For & Di'o, \t Croft I'h7CMe$S Of "�-10* Droft ThlM... of stluclle voll Stnclure Wolf SECTION SECTION EX IST z��'RADE TYPE 7-T (TRAFFIC) IH -20) TYPE 7 -NT (NON -TRAFFIC) KAITIGATIONJ AP -2-A MANHOLES OR JUNCTION BOXES TY"I"ICAL S"'EC"Mu"'N AT 5' or"Iru""' E WALK DIMENSIONS AND GUANI'ITIES PLANTS SIZE SPACING A DAHOON (11 x casine) SWEETGUM (Liquidamber styraciflua) 4'-6' HIGH LO B RED MAPLE (Acer rubrum) _7 3 _�C.vcr rcam t o s000lNG t_ ';Q. roS. SOFTRUSH (Juncus effusus) 1 GAL. 2' O.C. lilvll 11,16le OR EQUIV. F BULLRUSH (Scirpus.,�alidu�) I I 0 E r G N P,*pe pire P;pf plr� 2;*7' 45� :2.06", .,5' I.zz' 4.6j' ?.El. 9.7 N'_ 1Z.37, 1.,g. 0.27 a." L.- _�i_ Z_ z 1.9L, �74' 6"' .5 Z4*.. A.b$ 7 IS ltj3' 15.75 0.39'. -0-59-r _."N' ZN ;,l _00, 6:05 .�J5_ 2d -16-, 4 Z4,:- 9- PAZ". 1.33'- _9�55 4 1� 741 lope 6'-0' 2.3 --- �':V' P.25 - - - I.JX t.lz:, 0.66, 1. 15 43 5q:: 7 J? -il' 95�,'_' 59 60' 1 6' 9. '6 '4 J.110 _11� ",a "a 99 /.--a 2-lil_ _jJj__ jU. �6� -39- is _ 1K i A 4:,- _j�i J. i, I.A _L�L4:_ L4�_ _j..- ..4,22 __fiZ_ 71 :oj; Z 7.75- 10.-59- 1j:;&_ :1� I - 4� 'T� 5 'a' J(2- �- E-1 O.L6 9� -!.L 3 31 4�_ '11.03 Q " �; '5,3 Z' -J-4 iz* 'k 42, - 5 -2 - :- __LS�2 -L57T __ -1 - - -DE:i _LO_5� R " T:qj __ , N 3.5 L 29 , -11 __ 17 .013 _1 4, T" :-K�z Sly:: 55 - 74 _JJ -6 --.,4 19 r_ 2je jr , 26. .34.50 75 �4 7 9.58 75 t_91 L 69 a.. 'M 30 ::�2=16 63 --- L4 < FL A LD" C-HA)m Lwi,� PPkr-E MANHO"LE TO"'PS 0 Beveled Or Round Corners Iv2' E39R-M 0 If 4 PKDPD�)ED CDMT?-DL Intel rYpe 4 SY-16'wl About r: L.L Intel Type 2 5y-eIrtlof At -1 f /V ------------------ Uj W(VAP_',ES) IMV. 1q_'L.5 A A \C)- 21 D,*.. co... t" Uj B A Y E D C VL w ---- t See Sto R'MNrcPg f .,lel WO to _A_ - ------------- ------- P R 0 Cr __ELI 0 O� vj 0 C.nfe- I le It sumorf Post RA -4- -0, v MWL 112.5 _31D`�< .46"ALU'MI MUM HATLP Ilk, 0 WWL 112-5 U.6. PDUNJDAI�_\r/ TYP2 THP A rele Slob. 3' or 5j'Thick. CA - < 111. 5 V. 11L.15 APPF-DVE-P. 20 -UAL PLAN (INLET TYPE 2 SYMMETRICAL ABOUT. f PLAN (INLET TYPE 4 SYMMETRICAL ABOUT f I in cc Rern:forced With WWF 6%6 - WI. 4j, Wt. 4 Sod Tobe Pold ro Be 1,,,;d I Lwts or Infer c6nstruca- r� Be poid 55 17 15 CrDD.0"lo To Be Pold Liln;ls Of lnlelConsf,xt,*on For A - 5 C A - r. 'VIEW I Lr. 5 Z -B U-TYPP- E-NJ17WNLL 10b.5 For A6 C. G. 25' §ao, TOP -SINGLE PIPE p I'b P) F.L. Of Cutter F.L. Of C�fl, DUT E5APF1 EG GTF_UC_T TiOF 12.7�5 A-1- r/ej OF_IF10F_ INV. 11Z.1.5 t Z.F. e I V. 107.5 zo A YOr*5fla, UINU Z 0 "E"'Mul 3 Deepen Around Oulstd; Aim k ' "' 0 S U -0 �.0�3�0 1 i -6 Edge Of Pipe For 5j Slab M I T I(Nj AT I ARE "D P" CDNIC. T -s. T-, r,os. Trons. \--r - . �./o Z / . "' __ - - __ - U WILPXL. WWP7 SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT f I SECTION 88 (INLEX TYPE 4 SYMMETRICAL ABOUT C; r , . I- I ,�, �/ / / / , - r I I-- I r 1 .4 M AREA I PLANTS SIZE SPACING A DAHOON (11 x casine) SWEETGUM (Liquidamber styraciflua) 4'-6' HIGH 6, O.C. B RED MAPLE (Acer rubrum) C CORDGRASS (Spartina bakeri) SOFTRUSH (Juncus effusus) 1 GAL. 2' O.C. E PICKERELWEED,(Pontederia cordata) OR EQUIV. F BULLRUSH (Scirpus.,�alidu�) I I 4'-0* J Concrete Pipe Connector. L 1 4 f 1 _v ie Side- Ditch Grade T, Sadd 5"0 convele- S000 I rf Post o. 4 �upp�,l Po,t 2' _4 Not Less Th�n 01 #4 Bar---- 1. No Pipe Joint Permitted See Note 0 Corcrete�� see nole o. 6' concrete 2 Unless A rovedS The Enalneer 1 6'1 5! Sod 8: hr;ck, E *Slopee 4.1 Mifer: To T Pipe For f�lpes 18' And Smaller. Paid For As Pipe Iver�l I F (Pipe To Be Includ I edlz;��f Price For Mitered End Section 2.117or Pipes 24 And Larger� DIMENSIONAL SECTION DIMENSIONAL SECTION 2.IMs*t6r: To ( Pipe For; Pipes 18* And Smaller. z 1:1 For Pipes V" And Larger. le fzop INLETS TYPES 1AND2 INLETS TYPES 3 AND 4 SECTION 1116 n FI TTIN6S ?2 ENO PL UL w 0 12" C F- 3� 0 ®o U) C Lu f�.. 9®D BEND 0.20 1.00 NOTES, OCK RRERS 511,91 L BE POURED R6RINST COMMON FILL 12' UNOISTURBEO- ERRTH (SEE NOTE 3J &WISTURBEO I ARER FOR PL UG RHEA FOR SOIL / TYP. l TEE N000 r • ° x .`.•'• ' g p BLOCKING E06E OF TRENCH - - - :. • .. _ �- - - � - e'b` AREA FOR i : ► :: PL UL CROSS 6// PL UG, CROSS Li/ TEE TMO PL UGS TEE 6// PL UG AREA FOR RREA FOR 6/000 FORM BOARDS BEHIND 450 BEND TEE BELL SHALL N07 INTERFERE B .... : . .WTH JOINT (TYP. MINIMUM LENGTH (FT) TO.BE RESTRRINED ON EACH SIDE OF FITTIN6(5). �* FI TTIN6S PIPE SIZE ENO PL UL 45 BEND (SO FT) 22-1/2 SEND (SO FT) 12" I6" 29" 24" 90" 36" 9®D BEND 0.20 1.00 NOTES, OCK RRERS 511,91 L BE POURED R6RINST VHICN YIEL OS GREATEST LENGTH OF RESTRAINED PIPE. 3.00 THRUST Z 0.45 1. THRUST BL BERRIN6 450 RENO 8 i 2.90 1.50 ZINOISTVRBED MATERIAL - 6/11ERE TRENCH [/ALL HRS BEEN 4. INLINE VRL YES AND THROUGH RUN OF TEES OUTSIDE L IMI TS 150 10 8.35 22- I/2 D BEND EXCAVATE RLL LOOSE MATERIAL AND EXTEND OF RESTRRINED JOINTS THER FROM OFITTINGS NEED NOT BE NOTES , JB "TO '12 ARER (SO, FT. ) UNDISTURBED MATERIAL , _ (' (MIN. 2" CLERRh1NCE 1.70 /4° BEND 150 2, EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. cl). 1, ADDI TIDNAL REINFORCEMENTS SHRL L AROUND PIPE.I CONCRETE JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. PL U6 OR 9RRNC171; OF TEE BE AS SPECIFIED BY THE ENGINEER. TYPICAL SECTION THRUST BL OCK 6" MIN. (TYP. J RCCORORNCE L11,7-11 THE PROCEDURE OUTL INED IN "THRUST 2. MINIMUM COMPRESSIVE STRENGTH t z TRENCH Z PIPE SIZE CINCIES ENO PL UL 45 BEND (SO FT) 22-1/2 SEND (SO FT) TRENCH ,MOTH TEE t PLt1C (SO FT) .:..LIMITS 4 3. MHERE T,VO OR MORE FITTINGS ARE 706ETHER, USE FITTING 0.75 I •" 0.20 1.00 NOTES, OCK RRERS 511,91 L BE POURED R6RINST VHICN YIEL OS GREATEST LENGTH OF RESTRAINED PIPE. 3.00 THRUST Z 0.45 1. THRUST BL BERRIN6 150 8 i 2.90 1.50 ZINOISTVRBED MATERIAL - 6/11ERE TRENCH [/ALL HRS BEEN 4. INLINE VRL YES AND THROUGH RUN OF TEES OUTSIDE L IMI TS 150 10 8.35 4 p ...`4 BARS RL L RROUND EXCAVATE RLL LOOSE MATERIAL AND EXTEND OF RESTRRINED JOINTS THER FROM OFITTINGS NEED NOT BE NOTES , JB "TO '12 ARER (SO, FT. ) UNDISTURBED MATERIAL , _ (' (MIN. 2" CLERRh1NCE 1.70 MIN. FITTING 150 2, EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. cl). 1, ADDI TIDNAL REINFORCEMENTS SHRL L AROUND PIPE.I CONCRETE JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. S. LENGTHS SJJOMN IN THE TRBL E 11R 11E BEEN CAL CUL RTEO !N BE AS SPECIFIED BY THE ENGINEER. TYPICAL SECTION THRUST BL OCK 6" MIN. (TYP. J RCCORORNCE L11,7-11 THE PROCEDURE OUTL INED IN "THRUST 2. MINIMUM COMPRESSIVE STRENGTH t z z RESTRAINT DESIGN FOR OUCTIL E IRON PIPE" RS A, 00 3. 901161-1 BL OCKIN6 FORMS SHRL L BE USED RL ON6 SIOES OF P/ /)Q/ ISHEO BY OIPRA 6/I TH THE FOL L O,VINL RSSUMPTIONS, 0 4 " X 4" X I/2 " TIE RODS INCLUDING D N F CLC BEARING PL RTE ( NUTS AND 6/RSHERS z. w C (6" MIN. J /SEE SCHEOUL E BEL OL/) Q #4 BARS MECHANICAL CROLIN TRENCH JN CROL/N TRENCH M UNIMPROVED W o O JOINTS TRENCH VJOTH VARIES UNIMPROVED AREAS AREAS (3 " MIN. ) (SEE TYPE B TRENCH L/IDTH PARIES METAL L IC L OCRTING 6/IRE d U1 6// SIZE OF PIPE (3" MIN. J . ccc Ain rc n l BEDDING ANO TRENCHING DETAIL 6// SIZE OF PIPE FINISHED GRADE 1 FOR OTHER RESTORATION. J -� .-. -�� FINISHED 6RROE _ z �9 O O co (q CONCRETE THRUST®. ° - - - - - - _ _ - BL OCK ( TYP. UNOISTURBEO B/ NOTES. b' AREA EARTH EDGE OF •®.• . � • .. CROSSCUT o p - - FOR I. FITTINGS SHALL BE RESTRRINED JOINTS UNL ESS OTHERVISE OFFSET -a ► ® EDGE OF ENCRSE TI PL UG INDICATED. " RS REO O. J TRENCH E RODS D /4 '-91 MIN,) SEE TRENCH DETAIL S ( FOR PIPE BEDDING UNDISTURBED I ( TYP. ) I 2. INSTRL L FULL LENGTH JOINTS 6/1 Tf( TOTAL LENGTH EQUAL TO IN l - I/2 PVC SLEEVE 3 " COVER REOVIAEMENTS SOIL (Trp. J 6/YE TEE 6//' OR GRERTER THAN SHDUN IN THE TABLE. SCHEDULE FOR THRUST Z PIPE SIZE CINCIES ENO PL UL 45 BEND (SO FT) 22-1/2 SEND (SO FT) TRENCH ,MOTH TEE t PLt1C (SO FT) BENDS 4 3. MHERE T,VO OR MORE FITTINGS ARE 706ETHER, USE FITTING 0.75 I •" 0.20 1.00 NOTES, OCK RRERS 511,91 L BE POURED R6RINST VHICN YIEL OS GREATEST LENGTH OF RESTRAINED PIPE. 3.00 THRUST Z 0.45 1. THRUST BL BERRIN6 150 8 5.35 2.90 1.50 ZINOISTVRBED MATERIAL - 6/11ERE TRENCH [/ALL HRS BEEN 4. INLINE VRL YES AND THROUGH RUN OF TEES OUTSIDE L IMI TS 150 10 8.35 THRUST BL OCA'O1STURBEO, T EXCAVATE RLL LOOSE MATERIAL AND EXTEND OF RESTRRINED JOINTS THER FROM OFITTINGS NEED NOT BE NOTES , JB "TO '12 ARER (SO, FT. ) UNDISTURBED MATERIAL , RESTRRINED UME55 OTHER,VISE INOICRTED. 1.70 MIN. FITTING 150 2, EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. cl). 1, ADDI TIDNAL REINFORCEMENTS SHRL L CONCRETE JOINTS SHALL NOT BE COVERED BY THRUST BLOCKS. S. LENGTHS SJJOMN IN THE TRBL E 11R 11E BEEN CAL CUL RTEO !N BE AS SPECIFIED BY THE ENGINEER. TYPICAL SECTION THRUST BL OCK FI TTIN6S SHALL BE PROTECTED BY POL YETfNYL ENE FILM RCCORORNCE L11,7-11 THE PROCEDURE OUTL INED IN "THRUST 2. MINIMUM COMPRESSIVE STRENGTH t z (B MIL. ) PRIOR TO PL ACING CONCRETE THRUST BLOCK. RESTRAINT DESIGN FOR OUCTIL E IRON PIPE" RS FOR CONCRETE SHALL bF 25-00 PSI. 00 3. 901161-1 BL OCKIN6 FORMS SHRL L BE USED RL ON6 SIOES OF P/ /)Q/ ISHEO BY OIPRA 6/I TH THE FOL L O,VINL RSSUMPTIONS, 3. BEDDING, BACKFILL, AND COMPACTION SCHEDULE FOR THRUST BLOCK AREAS 4* PIPE SIZE CINCIES 90 BEm (SO FT) 45 BEND (SO FT) 22-1/2 SEND (SO FT) 11-1/4 BEND (S9 FT) TEE t PLt1C (SO FT) DESIGN (PSI) 4 1.35 0.75 0.40 0.20 1.00 150 6 3.00 1.65 0.85 0.45 2.15 150 8 5.35 2.90 1.50 0.75 3.80 150 10 8.35 4.55 2.30 1.15 5.90 150 '12 12.00 6.50 3.35 1.70 8.50 150 cl). NOTE, THAWT BLOCK ALAS COMPUTED ON. BASIS OF 2,000 LBS. PER S0. FT. SOIL RESISTANT (1,500 MINI BEARING. SEE NOTE 5 a F2R CITY OP OCOEE GPECIPICATIDAIS. THRUST BL OCKS, RS REQUIRED, 4. -THRUST BL OCAS SHAL L BE USED IN COMBINATION, RS SHRL L . BE AS SPECIFIED EL SEVHERE /�ORAING PRESSURE, P. S. 1. # IN THE STANORRO ORA61IN6S, REOVIREO, TO SUI T THE SPECIFIC FI 77IN6 RRRRN6EMENT, SOIL 0E516N9TI0N, 4. RLL FORM BOARDS SHRL L BE REMOVED S. RL TERNRTE DESIGNED RESTRAINING SYSTEMS SHRL L BE LAYING CONOl TION. +* PROVIDED MMERE STRNORRD THRUST BL OCAIN6 IS NOT PRIOR TO BACKFILL , S. NO RL L O,VANCE SHRL L BE MROE FOR SUI TRBL E AND/OR SOIL RESISTANCE BERRIN6 IS LESS 6. FOR PIPE ENCASED IN POL )ETHYL ENE, USE VRL UES 61 VEN !N FRICTION SET41EEN THE PIPE LiRL L THRN IS®® PSF. PRRENTHESES OR INCRERSE THE 61 VEN VRL UE BY R FACTOR ANO THE THRUST COL L RR. BE PRESSURE TREATED OF I S SCHEDULE OF DIMENSIONS AND MATERIALS. � M w //!TH PRESERVRTI VE.Q PER CITY DP DCOEL- 59ECIPICATIDNS. < � O _ U) 0 . cQi U) Z !11'9TER MEIN !✓i9TER MAIN !/i9TER Mf7IN Z r O i _119U5 BL OCK DETAIL RESTRAINED PIPE TRBL E THRUST COLLAR OETf�IL 0 o � 0 z � 00 O w z U) w w .-. o cl). � M w //!TH PRESERVRTI VE.Q PER CITY DP DCOEL- 59ECIPICATIDNS. < � O _ U) 0 . cQi U) Z !11'9TER MEIN !✓i9TER MAIN !/i9TER Mf7IN Z r O i _119U5 BL OCK DETAIL RESTRAINED PIPE TRBL E THRUST COLLAR OETf�IL 0 o � 0 z � 00 O w z U) w w .-. o cl). ® z 00 n D N 6. RLL 6/000 BLOCKING SHRL L 6. DESIGN PRESSURE, P,S.L �• - M //!TH PRESERVRTI VE.Q PER CITY DP DCOEL- 59ECIPICATIDNS. < � O _ U) cQi U) Z !11'9TER MEIN !✓i9TER MAIN !/i9TER Mf7IN m r O i _119U5 BL OCK DETAIL RESTRAINED PIPE TRBL E THRUST COLLAR OETf�IL o � 0 /7 w UNDISTURBED EARPI NOTES, NOTES. I, PIPE BEDDING. SEI -,-Cr COMMON FILL COMPACTED TO 9,,,Y OF THE I. PIPE BEDDING, SEL ECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM - ®_ MRXIMUM DENSI TY AS PER RASHTO T- IB®, DENSITY AS PER RRSHTO T- I80. uj 2. TRENCH BACKFILL , COMMON FILL COMPRCTED TO. 95X OF THE 2. TRENCH BACKFIL L - COMMON FILL COMPRCTEO TO 95X OF THE MAXIMUM o AR�'IMUM OENSI TY RS PER RRSHTO T - Jg9. DENSI TY RS PER AASHTO T- IBB. 4 " x 4 " x 4 -6 " I " EZ 919 ESS LONG TREATED ,VOOD STEEL BANGING _j 3. PIPE 9E0,0IN6 UTILIZIN6 SELECT COMMON FILL OR 9EOOIN6 ROCK IN 9. USE OF TYPE R 9EDDIN6 TO BE DETERMINED !N THE FIELD AS OIRECTED m LL ACCORORNCE 11.77,q TYPE A BEDDIN6 AND TRENCHING DETAIL MR) BE REQUIRED BY THE COUNTY. SKIDS (SEE NOTE 3) - STRAP -. AS DIRECTED BY THE COUNTY. 4. (*),r J5" MAXIMUM FOR PIPE OlR,�TER L ESS THAN 24 ", AMC 24 " MAXIMUM As I 5 o LLJ ui 4. (4 J, 15" MAX. FOR PIPE DIAMETER L ESS THRN 24"', ANO 24 " MRX. FOR FOR PIPE DIAMETER 24" AND LARGER, L j PIPE DIAMETER 24" RND L RRGER. S. ,VRTER SHALL NOT BE PERMI I TSO IN THE TRENCH DURING CONSTRUCTION. NOTES, NOTES, 5. 6119TER SHALL NOT BE PERMITTED IN THE TRENCH OURIN6 CONSTRUCTION- 6. ALL PIPE TO BE INSTALLED Vl TH BELL FACING UPSTREAM TO THE DIRECTION e 6. .ALL PIPE TO BE INSTAL L EO ,VI TH BELL FACING UPSTREAM TO THE OF FL Ol/, I. PVC PIPE SHALL REQUIRE INSUL ATEO METALLIC LOCATING //IRE I , !/HEN .CONSTRUCTION IS VlTHIN FOOT ✓URISOICTION, ADDI TIDNAL 7, REFER TO SECTION 32. S OF THE MANUAL FOR SHEETING AND BRACING ( 14 6AU6E COPPER) CRPABL E OF DETECTION BY A CARL E L OCRTOR AND REOVIREMENTS OF THE UTAI TY ACCOMODATION GUIDE 511.91 L BE MET. DIRECTION OF THE FL O,V. SHRL L .9E BURIED OIAECTL Y RBOVE THE CENTERL INE OF THE PIPE. 2. CRSIN6 SPRCERS, AS SPECIFIED IN SECTION 33. 4. 4. OF THE MRNURL , 7. REFER TO SECTION 32.5- OF THE MRNURL FOR SHEETING ANO BRACIN6 IN EXCAVATIONS. LL. IN EXCAVATIONS. B, GRAVITY SEVERS SHALL UTA IZE TYPE A BEDDING, IF REQUIRED BY THE 2. LOCATING LiIRE SHALL TERMINATE AT THE TOP OF EACH VRL VE BOX MAY BE REOUIREO BY THE COUNTY OR MAY BE SUBSTITUTED IN L IEU OF 8. FINAL RESTORATION IN IMPROVED RRERS SHRL L BE IN COMPL IRNCE ,VI TH COUNTY. BEDDING DEPTH 51-119Z L BE 4 " MINIMUM FOR PIPE OIRMETER L ESS AND BE CAPABLE OF EX .TENDING IZ " ABOVE TOP OF BOX IN SUCH R 6/000 SKIDS AND BANDING STRAP, RLL ADPL ICRBL E REGULATIONS OF GOVERNING AGENCIES. SURFACE THAN IS ", AND 6 " MINIMUM FOR PIPE DIAMETER J6 " ANO L RRGER, MANNER SO RS NOT TO INTERFERE ,VI 71Y 1191 -OPERATION. 3. L RRGER SKIDS SHRL L BE REOUIREO FOR PIPE GRERTER THRN 24 " DIAMETER. RESTORATION VI THIN ORANGE COUNTY RIGHT -OF- 6/AY SHALL CO PZ Y !�I TH 3. USE DUCT TAPE AS NECESSARY TO HOLO 6/IRE OlRECTL Y ON THE 4. 6/HERE PRACTICAL , CASING SHALL EXTEND IB ' BEYOND EDGE OF PAVEMENT 9. DEPTH FOR REMOVRL OF UNSUI TABLE MATERIAL SHRL L 60VERN DEPTH ui REOVIREMENTS OF RIGHT-OF-OFUTIL IZATION REGUL 9TIONS AND ROAD OF BEDDING ROCK BEL Ok THE PIPE. COUNTY SHRL L DETERMINE IN TOP OF THE PIPE. ANO SHALL NOT BE LESS THAN 6 ' BEYOND EDGE OF PAVEMENT IN ANY CASE. TRUCTION SPECIFICATIONS. TFI HE ELD REOUIRED REMOVAL OF UNSUI TABLE MATETO R RIAL EACH THE COUNTY MAY CONSREQUIRE LONGER CASING FOR DEEPER BORES. Li SUI TABL E FOUNDATION. TYPE B BEDDING AND TRENCf-LIN6 OETRIL TYPE R B=29IN6 RiUO TRENCHING OETJ9IL P1/C PIPE L OC1,917 IN6 41IRE DETAIL 90RINO RND JRC�''IN6 DETAIL " (FIG. 106) e NOTE: ALL WATER. AND FORCE MAINS SHALL HAVE PLASTIC WARNING TAPE 12" BELOW FINISH GRADE AND DIRECTLY ABOVE PIPE. z m r o � 0 w o0 ® z w D z. w Q Q CROLIN TRENCH JN CROL/N TRENCH M UNIMPROVED W TRENCH VJOTH VARIES UNIMPROVED AREAS AREAS (3 " MIN. ) (SEE TYPE B TRENCH L/IDTH PARIES METAL L IC L OCRTING 6/IRE d 6// SIZE OF PIPE (3" MIN. J . ccc Ain rc n l BEDDING ANO TRENCHING DETAIL 6// SIZE OF PIPE FINISHED GRADE 1 FOR OTHER RESTORATION. J -� .-. -�� FINISHED 6RROE _ z �9 O O co (q UNDISTURBED EARPI NOTES, NOTES. I, PIPE BEDDING. SEI -,-Cr COMMON FILL COMPACTED TO 9,,,Y OF THE I. PIPE BEDDING, SEL ECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM - ®_ MRXIMUM DENSI TY AS PER RASHTO T- IB®, DENSITY AS PER RRSHTO T- I80. uj 2. TRENCH BACKFILL , COMMON FILL COMPRCTED TO. 95X OF THE 2. TRENCH BACKFIL L - COMMON FILL COMPRCTEO TO 95X OF THE MAXIMUM o AR�'IMUM OENSI TY RS PER RRSHTO T - Jg9. DENSI TY RS PER AASHTO T- IBB. 4 " x 4 " x 4 -6 " I " EZ 919 ESS LONG TREATED ,VOOD STEEL BANGING _j 3. PIPE 9E0,0IN6 UTILIZIN6 SELECT COMMON FILL OR 9EOOIN6 ROCK IN 9. USE OF TYPE R 9EDDIN6 TO BE DETERMINED !N THE FIELD AS OIRECTED m LL ACCORORNCE 11.77,q TYPE A BEDDIN6 AND TRENCHING DETAIL MR) BE REQUIRED BY THE COUNTY. SKIDS (SEE NOTE 3) - STRAP -. AS DIRECTED BY THE COUNTY. 4. (*),r J5" MAXIMUM FOR PIPE OlR,�TER L ESS THAN 24 ", AMC 24 " MAXIMUM As I 5 o LLJ ui 4. (4 J, 15" MAX. FOR PIPE DIAMETER L ESS THRN 24"', ANO 24 " MRX. FOR FOR PIPE DIAMETER 24" AND LARGER, L j PIPE DIAMETER 24" RND L RRGER. S. ,VRTER SHALL NOT BE PERMI I TSO IN THE TRENCH DURING CONSTRUCTION. NOTES, NOTES, 5. 6119TER SHALL NOT BE PERMITTED IN THE TRENCH OURIN6 CONSTRUCTION- 6. ALL PIPE TO BE INSTALLED Vl TH BELL FACING UPSTREAM TO THE DIRECTION e 6. .ALL PIPE TO BE INSTAL L EO ,VI TH BELL FACING UPSTREAM TO THE OF FL Ol/, I. PVC PIPE SHALL REQUIRE INSUL ATEO METALLIC LOCATING //IRE I , !/HEN .CONSTRUCTION IS VlTHIN FOOT ✓URISOICTION, ADDI TIDNAL 7, REFER TO SECTION 32. S OF THE MANUAL FOR SHEETING AND BRACING ( 14 6AU6E COPPER) CRPABL E OF DETECTION BY A CARL E L OCRTOR AND REOVIREMENTS OF THE UTAI TY ACCOMODATION GUIDE 511.91 L BE MET. DIRECTION OF THE FL O,V. SHRL L .9E BURIED OIAECTL Y RBOVE THE CENTERL INE OF THE PIPE. 2. CRSIN6 SPRCERS, AS SPECIFIED IN SECTION 33. 4. 4. OF THE MRNURL , 7. REFER TO SECTION 32.5- OF THE MRNURL FOR SHEETING ANO BRACIN6 IN EXCAVATIONS. LL. IN EXCAVATIONS. B, GRAVITY SEVERS SHALL UTA IZE TYPE A BEDDING, IF REQUIRED BY THE 2. LOCATING LiIRE SHALL TERMINATE AT THE TOP OF EACH VRL VE BOX MAY BE REOUIREO BY THE COUNTY OR MAY BE SUBSTITUTED IN L IEU OF 8. FINAL RESTORATION IN IMPROVED RRERS SHRL L BE IN COMPL IRNCE ,VI TH COUNTY. BEDDING DEPTH 51-119Z L BE 4 " MINIMUM FOR PIPE OIRMETER L ESS AND BE CAPABLE OF EX .TENDING IZ " ABOVE TOP OF BOX IN SUCH R 6/000 SKIDS AND BANDING STRAP, RLL ADPL ICRBL E REGULATIONS OF GOVERNING AGENCIES. SURFACE THAN IS ", AND 6 " MINIMUM FOR PIPE DIAMETER J6 " ANO L RRGER, MANNER SO RS NOT TO INTERFERE ,VI 71Y 1191 -OPERATION. 3. L RRGER SKIDS SHRL L BE REOUIREO FOR PIPE GRERTER THRN 24 " DIAMETER. RESTORATION VI THIN ORANGE COUNTY RIGHT -OF- 6/AY SHALL CO PZ Y !�I TH 3. USE DUCT TAPE AS NECESSARY TO HOLO 6/IRE OlRECTL Y ON THE 4. 6/HERE PRACTICAL , CASING SHALL EXTEND IB ' BEYOND EDGE OF PAVEMENT 9. DEPTH FOR REMOVRL OF UNSUI TABLE MATERIAL SHRL L 60VERN DEPTH ui REOVIREMENTS OF RIGHT-OF-OFUTIL IZATION REGUL 9TIONS AND ROAD OF BEDDING ROCK BEL Ok THE PIPE. COUNTY SHRL L DETERMINE IN TOP OF THE PIPE. ANO SHALL NOT BE LESS THAN 6 ' BEYOND EDGE OF PAVEMENT IN ANY CASE. TRUCTION SPECIFICATIONS. TFI HE ELD REOUIRED REMOVAL OF UNSUI TABLE MATETO R RIAL EACH THE COUNTY MAY CONSREQUIRE LONGER CASING FOR DEEPER BORES. Li SUI TABL E FOUNDATION. TYPE B BEDDING AND TRENCf-LIN6 OETRIL TYPE R B=29IN6 RiUO TRENCHING OETJ9IL P1/C PIPE L OC1,917 IN6 41IRE DETAIL 90RINO RND JRC�''IN6 DETAIL " (FIG. 106) e NOTE: ALL WATER. AND FORCE MAINS SHALL HAVE PLASTIC WARNING TAPE 12" BELOW FINISH GRADE AND DIRECTLY ABOVE PIPE. w. _ z U ~ C Qc ®O co N E LJ 0 • ORHNT ' p O ATINGDOUBLE METER BOX SET TOP OF J/,gz VE BOX PAL VE COL L A9 NU 18 24 MIN. TO FINISHED GRADE IN UNPr9YE0 AREAS - (" x " J (SEE DETAIL J HOSE ZL E AS REO 'D. CONCRETE COLLAR ( 24. SOU OR IN UNPAVED AREAS ROUND AND THICK PUMPER NOZZLE FINISHED GRADE -i i FINIS/"D GRADE r Q FINISHED GRADE I (SEE OETAILJ REINFORCED 7E FACIT NG STREE SHEAR PRO D.p S C-) z ' NOTE 2 2 " 619TE VRL VE : }�- 2-04 AT 9 " YRL VE COL L Ad•9 d) a i I O. C. RLL /SEE DETAIL J r 2 AD/USTRBL E CRST IRON PAL VE BOX BUTTERFLY AROUND - r W . v N AD✓USTABL E CAST i I 2' 9®°BEND N W O i ®YRL PE I IRON PAL PE BOX 2" 99 ° BEND i - - Q o (n SEE NOTE 211 COMPACTEO� i �n BOX SHALL REST ON BEDDING ROCK NOT ° o o o M. ✓. ,IZ MN. M✓ HYDRANT I ° o°o 61, Q o o SEENOTE ANCHORING TEE iu ON YAL PE OR PIPE °°° o Q RESI!ENT SEAT ° ANO SHALL BE o o GATE APE ' ° ° CENTERED ON Ld /./ATER $off ° OPERATING NUT o o '�O o`�° ° o o ° ' MAIN ° - - — ° ° ®° RESTRAINED JOINT 6 " BEDDING ROCK °oho• OUCTIL E IRON ( W — - a ° ° s �• RESA LENT SE197 GRTE '� PAL VE ANO BOX o ° q° ° 6 " BEODIN6 ROCK (SEE OETRIL J, HATER MAIN o 1 0 aA� ° 0 oo pty,'�j}�•q'O�ojQ�,(v�QSWgy UNDISTURBEDBEDDING ROCK M✓ ANCHO ING s- z EARTH COUPL I 6 " BEDDING ROCK _ - °cr- � ' TAPPED CAP psi' tu d z Q NOTES. C NOTES. NOTES FIRE HPDR T SHRL L BE SUPPL IED Lil TROUT A BEEP HOL I. ALL 2 " PIPE AND FITTINGS SHALL BE SCHEOUL E 48 GAL VANIZEO STEEL NOTES I. PVC EXTENSION SHALL NOT BE USED ON VRL VE 1. PYC EXTENSIONS SHALL NOT BE USED ON vAL VE BOX w5rRL L RTION. BOX INSTALLATION. OR ,vt TH PERMANENTLY PL UGGED LEEP NOL E. OR BRASS WITY THREADED (NPT) JOINTS. T NG NUT FOR DEEPER VAL PES SHALL BE EXTENDED r0 2. THE OEY L OPER MAY INSTRL L rNE SHERR PAD RECESSED UP 2. THE ACTUA I 2. RL L DATER SHUT-OFF VAL YES SIXTEEN (16) INCHES 00 COME UP TO 4 FOOT DEPTH BEL OLi FINISHED GRADE. ANO L RRGER SHRL L BE BUTTERFLY V91- VES. 4 INC S BEL OLi FINISHED GRADE AND SOD THE RECESSED SE SEE SECTION 52-7- 9. CL EA ENCE BEr6vEEN BOTTOM OF BOL TS ANO TOP OF SHEAR A190 SH L BE 6" MINIMUM. 0 N Q -� Z a U) Fr N Z Q 0 u BUTTERFL Y VRL VE ANO BOX OE71'91L FIRE h'YORA S BL Y OETf�IL BL 041OFF 09L VE OETRIL GATE VFHL VE ANO. BOX 9ETRIL LLJa a a w CL Z . ® r � o a H r� aa. O ® Z ° w Z > a 3 " DIA. BRONZE OISc „ Q 24 x 24 x 6 3" DIA. BRONZE,•,—.: _ - X Z CORPORRTION MARK LITH CORPORATION U -BRANCH ANCHORED IN CONC. PAD THICK CONC. PAD LOTS (TYP, J I DISC ANCHORED IN � - - - STOP / I " MIN.) HOOD PAINTED STOP / I " MIN. J FI TTING STAMP AS REO O TYP. EACH VAL VE CONC. PAD STAMPCL M --�— SINGLE BL UE d L/!TH (I " x 3/4 " (SEE NOTE I J BOX. AS REO D. HYDRANT CD c) PROPERTY—� SERVICE I LOT NUMBERS CURB STOP, x 3/4"J SIZE OF PAL vs- OPERATING NUTo � LINE ( TYP) CURB STOP I (TYP. J i I ti 2 EA, : a' .: o 04f BARS AL L 2 " BL 0lIOFF AL VE I i (SEE Ncn OTE 3J TYPE OF VAL vE - ' 1 - - _ a d;.. " .• RROUNO HOSE NOZZLE (SEE DETAIL R Q 'e o AS f�EQ•D. p o W SERVICE WATER .• <` • e. 8V O• ' 24" SQUARE �� DOUBLE I Q �-ao. sERVtcEI Q ,' ROUND AND TI i1CK PUMPER NOZZLE .Q , - ; D ': ' :a ' : _ " ' . o RE{NFORCZ:t} CONCREiE ACING STREET DIRECTION G No.--"-"' 4 " POL METHYL ENE POL METHYL ENE <.: ' OF TURNS ro `0 ® . , ' ::. a' SHEAR PAD. SEE DATER MAIN 4. a .. o- " o. d t Q TUBING (/'MIN. J TUBING (I'A/IN. J WATER NOTE 1 -- VALVE COLLAR _ OPEN .. - ..:. a : ; : �. � � � —^ .. ALL AT 9" SEE DETAIL Z (6 " MINIMUM) i SlNGL E METER BOX OOUBL E METER BOX ' I - _ - ti O.C. ANO DATER METER AND HATER METERS VAL VE BOX ° • .�.� o a �.. AROUND AND COVER ` m ORANGE CO.) (BY ORANGE CO. J ° ANCHORS _� :,�►,e•::o . :®: •� (TYP. J 12' Q g DOUBLE SERVICEZ 2 .. SINGLE SERVICE 25®® P. S.I. MINo cOMPAcO CONCRETE MI, . BACKFILL VA IES I , I UNIMPROVED CONDI TION SEE NOTE 2 _ _ M J HYDRANT REDUCER i CORPORATION STOP ANCHORING TEE 4 " L/ATER - �- 6 " FIRE I ° MAIN (MIN. J HYDRANT I RNIIR TYPE d FI TTING °4 v�9 o p o- o ` i CC THRERIOS (NORMRL L r OPEN) TOP FL uSH Lit TH ° "`�' a0 ASSEMBLY FINISHED GRADE o;a o •a FITTINGS AS SEE NOTE J TO METER BOX ASPf(r9L T SURFACE a • ° o • +• • a ' a • ®- ° • ° (TYP) I I ( RSSEMBLY a o REQUIRED y, •a••0eo°a ee°0e®° •®°®•aw ®•O•b•9• L----- --�-- I i 1--- POLYETHYLENE - RIGHT OF L/Ar LINE— ( I 30 - 45 Oeg. TUBING 5" BEDDING ROCK .'.. RESILIENT ................. QPLl- S GATE EAND �X <CUdRING m BAsE (SE DETAIL) OR:QUA DATER A191N SADDLE .. ... • . ..... .:: • ....:.• — 2' ( TYPJ L/RTER MAIN 4"' x 4" 18" LONG LL LL VAL VE BOX (MIN, J PRECRST POST SIDEI/AL K (TYP, J AND COVER WTH 91, DIA1 METER NOTES:uj . THEDEVELOPER MAY INSTALL THE SHEAR PAD RECESSED UP TO • ... W BRONZE DISC SET IN 4 INCHES BELOW FINISHED GRADE AND SOD THE RECESSED SECTION. ui - - RIGHT OF NA)' ZINE NOTES GROUT AS SHOLiN ' I. ALL FITTINGS SHALL BE BRRSS LIITf1 COMPRESSION / PACK JOINT Z, CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR 'PAD ui TYPE CONNECTIONS. IMPROVED CONDI TION R90VE. SHALL BE A e MINIMUM. V 2. NO SERVICE L INE SHRL L TERMINATE UNDER R 9RIVE09r. L 0 3. ERCI-1 SERVICE SHALL TERMINRTE AT A CURB STOP(S) !/HIGH SHALL BE BURIED APPROXIMRTEL Y -71, BEL OLi FINAL GRADE ANO NOTES, 0 00 NOTES SHALL BE CL EARL Y MARKED LII TH A 2 " X 2 " x /8 " STAKE Vt TH 1, BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL YAL VES 16 " AND R NG TYPE 90 ° BEND SHRL L ONLY BE USEO IIHERE R161-OF-OFTHE TOP PRINTED BL OE AND MARKED viTH THE NUMBER OF THE L RRGER, OR AS REQUIRED Br THE COUNTY FOR CRI TICRL OFFSITE VALVES. �. >. ANCHO I CONSTRICTIONS L/ILL NOT ALLON INSTALLATION OF A STi9AIGHT RSSEMBLY. LOTS) To BE SERVED. 2. YAL vE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 18" x 6" L/HEN THE CITY OF OGOEE UTtUT1ES DEPARTMENT_ BRONZE IOENTIFICRTION OlSC IS NOT REQUIRED. LuV t FIRE. HYDRANT ASSEMBLY DE1•AIL 11fgTER : SERVICE L 0077-10N OETRIL 4197 -El? CONNECTION OETRIL S VRL VE COLLAR DETAIL DATE+ DWG+ TIG, 402 . 'NOV-1991 - T— - - Eon&= - 4 ,. -. ✓° r I WHO ii:�;iiiiiiiiiiiiiiii;iil�i WON 11 ii f PRECRST TEE t MANHOLE � ' LETTERS TROMEL FINISHED TE 3J _ INFL UENT SERER FL USH VITY TOP OF COYER ' CONCRETE .BENCHING INSIDE -- OUTSIDE (SEE NO CONCRETE BASE L/RL L !/RLL CONCRETE ENCRSEMENT �.i : ✓' PRE -PRIMED ® OF VERTICAL PIPE SEE• MRNHOL E 111 ET CONNECTION - 6., - OF �o CONNECTION JOINT SURFACES . DROP PIPE -o AS REQUIRED � �•�_• �� '• ; CO DETAIL S PRE -MOL DEO (SEE NOTE J J _ PRE -PRIMED — + PL RSTIC JOINT • - - - -- JOINT 9®° BEND ti---` ----- SANITARY ----- �o SURFRCES SERL ER L/I TH a . �.. ----- ��/ -o PROTECTIVE •A:..• ' •a , � � r:::,t' L�RAPPER � . e . .. •� . ;, . .: D.. ► o ... :. '. � .. .PRECAST `\ ` (L/RAPPER TO p a v v . • .• a . ® Q•. .. ' .a : • • MANHOL E i�ANHOL E FRHME d COVER : ' ; (SEE STANORRO OETAIL J BE REMOVED) ,. : ' .. A b . < ' .: L/RL L STANDARD DROP 49E71,9.11 - 0 COVERS FL USH IN I SQUEEZE -OUT PAYED f�RERS d AT TRANSI TE COL LAA ENC,9,-,-0 PVC OR DIP ELEVATIONS SHOL/7 IN FRr9MES BEDDED IN MORTAR COWL ETE,0 JN NON -SHRINK GROUT 2 ON PENETRATING t, UNPf�YEO Rr9EAS. JOINT Lil THF FL U.5'H INI TH MANN L E L�AL L PICK HOL ES ? COUFISES OF BRICK (MIN. J SQUEEZE -OUT PRECAST °' 1cZ_ �N \ MRNHOL E (SEE NOTE 2J ..' . c _ : • . o . • . ' D 4 COURSES (MAX. J " � • - L/ALL a. •. a: . I'_,q"MIN . ' • MAX 2 ® s' STAIM ESS STEEL SPECIAL DETAIL FOR 24 " DIAMETER 0 9AND PIPE ANO LARGER EPDXY COAL TAR COATINGS S„ PER SPECIFICATIONS 4 '-®" MIN Q PYC OR NOTES. OIP MRCHINEO BENCHING PER 1 • MANNOL E SHOLiN IS FOR SEM/ER SIZE 8 " THRU 24 ", SEE SECTION 20. 4.3 OF THE MATING MANUAL FOR MANHOLE DIAMETER FOR SE41ERS LARGER PIRN 24 ". ®. STAINL ESS STEEL SURFACES SPECIFICATIONS cA W 2. DROP CONNECTIONS ARE REQUIRED NHENEVER INVERT OF INFL UENT SEL1ER IS ; • ► f �� • D: ; "• PIPE CLAMP AEINFORCEMENT AND )DINT I? ! „ I ® Q ' O BY 6 Q ?4 " OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MRNHOL E a " ° a �?. a �' RESIL LENT NE :• ,.:.•,.:: DETAIL TO BE OESIG >' ____ _--- ____ CONNECTOR THE ENGINEER AND APPROVED MIN CONNECTION DETAIL S. y ;`,.*!, :' 3. APPROVED CONCENTRIC CONE DESIGN MRY BE USED AS AN RL TERNATIYE. STRNORRD PRECAST MANfHOL E BY THE COUNT 24 " t 3/8 " 8" MIN. I- I/2" MIN. LPIPE CONNECTION 9" 9 ' NO D 4 -9Z4" MIN. ROP PIPE RND FITTINGS SHRL L BE OF EOURL SIZE AND MRTERIAL RS S DE BEDDING ROCK ?" MIN. THE INFL UENT SEINER. EL EY/� TIO/ V 2. THE COUNTY MRY APPR0YF AL TERNRTE WATER TIGHT CONNECTION TAIL FOR CONNECTION OF 24 " OIRAiiii PIPES RND LARGER. S. AN OUTSIDE DROP CONNECTION SHALL CAST -IN-PLACE PRECAST MONOLITHIC BE REQUIRED FOR ALL INFL UENT CONCRETE BASE BASE lNHICH HAVE RN INVERT 2' OR MORE _ fIBOYE THE MRNI-IOL E INVERT. PRECAST CONCRETE MNHOL E PL AN RND 'SECTION MRNHOL E CONNECTION DETAIL- S STANDARD MANHOLE FRAME ANO COYER 9" DIA. BRONZE DISC 24 " x 24" x 61, RNCHOREO IN CONC. PAD 3" DIA. BRONZE THICK CONC. PAD DISC ANCHORED IN VARIES PARIES STAMP AS REO O TVP. EACH YAL YE (SEE NOTE I J CONC. PAD STAMP BOX. AS REO D. SET TOP OF YAL YE BOX LOT LINE I/YE L/I TH i ~ SIZE OF VRL VE CONCRETE COUR)"? AR - - - - SEINER MAIN TO FINISHED GRADE � 6 " BRANCH ' IN UNPAVED AREAS �— SIZE VARIES ' .. P 44 BARS RL L FINISHED GRRDE G " 45 ° Cl-CEAN-OUT TYPE OF YRL YE 1e ° ,ggOUNO tSEE DETAIL l W I (TVP, J O I BEND L/YE WI TH SERVICE • SE� a a d G" BRANCH SEE NOTE ti e. 45° DIRECTION d No. REMOVABLE . a `. a " . , .. .: a'..•. i REMOYABL E I BEND OF TURNS TO d a °. s v - o ADJUSTRBL E CAST CL EAN-OUT PL UG (TVP. J OPEN SEVER " SEE NOTE I W PL UG , : ° ' ►. IRON YAL VE BOX L OT ° O y a D � ► ' YAL YE BOX BOX SHALL REST ON "I I L INE ®-'0 : �► v ° a• , . SEE NOTE 2 - - - \ I ANO COYER .. ,. ---- --- BEDDING ROCK NOT e OOUBL E L/YE • . v ,� , � . „ . � ANCHORS � � (TVP. J 12„ ON ;/R/ VE OR PIPE r ? M. J. PL UG YAL VE ANO SHRL L BE ?ONC P. 5.1. MIN PL AN CONCRETE MIN. CENTERED ON L/ASTEL/RTER OPERATING NUT FINISHED GRADE ACE MAIN UNIIyPf�OVEO CONDITION FO SL OPE "TO • TERMINAL — - - - — Q TOP FLUSH TH L/I {. DEPTH AT BX MIN. ` FINISHED GRADE Ox T 54IRFRCE fIOTRTE TERMINRL DEPTH 3e ° (TVP. J SPRING L INE AS REOUIREO FOA :: .:. .::::•...: :.: I —BASE (SEE NOTE 3) 6" BEDDING ROCK I HOUSE' SERVICE SEL/ER ARM (3 MIN. J (TVP. J :........: . . SINGLE ;i DOUBLE 1 •.:..-.... ..•.,.. L 197, 1919L I L ATERRL 4" x 4" x I8" LONG PROFILE YRL XE BOX (MIN. ) PRECRST POST AMC COYER 111 71-1 3" DIAMETER ( TVP. J BRONZE DISC SET IN GROUT RS SHOMN NOrEs, IMPROVED CONDI TION RBOYE. f NOTESJ. CL EAN-OUT (SH06/N SHRDEOJ SHAL L BE INSTAL Y L EO BTHE BUIL DER I. PYC EXTENSIONS SHALL NOT BE USED ON YAL YE BOX RTION INSTAL L . IN ACCORDANCE Lit TH 5,r19NDf9RD PL UMBING CODE. 2. THE ACTUATING NUT FOA DEEPER VAL VES SNRL L BE EXTENDED TO 2. LOCATE SINGLE LATERAL AS CL OSE TO L OT L INE RS POSSIBLE, COME UP TO 4 FOOT DEPTH BEL OL/ FINISHED GRADE. 26 'MAXIMUM. NOTES 3. INVERT OF SERVICE L f�TERJ�L SHALL NOT ENTER 5j ER MAIN I • BRONZE IOENTIFICRTION DISC SNRL L BE REQUIRED FOR ALL VRL VES JG " ANO L RRGER, OR AS REOUIREO BY THE COUNTY FOR CRI TICAL OFFSITE YAL VES. BEL 041 SPRING L INE. 2. YAL VE C01 -1 -RR DIMENSIONS MRY BE REDUCED TO I8 " x 18 " x 6 " k1 /C THE BRONZE IOENTIFICRTJON DISC IS NOT REOUJRED. ' VRL VE COL L 19R DE7i9IL PL UG ' VRL VE AM9 BOX DETRIL ' SERVICE 'L ATER19L DETRIL t_ a Z 0 0. cc uj Lu uj C) LLJ U. C) LLJ t3 LU x U.