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HomeMy WebLinkAbout3706 Sanford Ave 20856 SidewalkA'Cd';F"s P ,'.r:.. a ,,..., .;:H. nr :.:,. .... ,_x.t .,.., . ..r Nx„. v.. .. r.oz-s, .:r:'.f; .. ?.�.ry ... ,t•�'• .. , 1. L ,. t, .., . - s KOSANCHICK AND mo"mm5"5"0C1ArESt PoAo CONSULTING ENGINEERS, r _ 0 NORrH LAKE BLVD SUITE 490 ALUMONTE SPRINGS, FLORIDA 32701 I''�►COLUMBUS,OHIO ATLANrA, GEORGIA CHICAGO, ILLINOIS II rE4 �S O s fail Y 1 I j Y D EOn Sr _ J � JI A. EDn 51 J E!2n Sr i / .. A Si +CEL RY. iAvE -�' Nnnt^ N VAI�NfIA CT jl ~O 'N IQ Y1 Sr O• '� �Ytll♦GT _ � j W ' N Z w f W i.Ltn ST _ t W vtuu DSA IA 'U u.*[ !.0 sr O l 5 Wlb�n.i F IE n va LCNCIA Sr V • 5—«---�—"-- F— t �I SC RL L_- 5 L CA AtES . wqm St a- R05LVe [R CIF J. y ¢ 5T[AUnG TERRT LN -- W 1Bth p Sr \f U E5C<u DIA CA 'Y \C0.[_5(H LVr c1P Loa t o sus Z J O w IDtn sr 8 W� Wy � •T a 7 9 L f 1 ¢ MIL J ; -- O i C 2Ufn Si _ [ 2Jin cT a w W �� ¢ 201r ST Hu GT,E1 .r �� - '� t 4 bsf 5' Wi0'.F- `hC y C• f" I Vq• WAGSTOR va'•� t ft d f° f/4 a4 DR NORI N4RG A'rE ���. W 24In Si oQ yr t, u >� E 241n ST - �N 'L%r W Oaw i w y w� 'y W CRQAFORD OR rORE51 pR V ti 6 V {��I.YAI F7° 241n E 24m PL a y z t w C w 9YRO. w un(vA AVE Sr AD 45 GENE vA ST u� u 2' �e sl L' j. SAVITA It W y ' 4 BRIARCUFF StE2511 W' th PL vArnOt RG OP 6 E 25tn IL \ I OSCEOLA s ` o A(/i;�ML,s'(� i��(}�E�] {L��Ep�Y1 1r{{�''I��EFy�F L C Y ,-Y w 1i � [� 'N 26!n ST E 26n S u u •' W — Y ,e W W P ° � i 1 � .i W a u> > � ��� ;�T ,:,Tn: S+ev .� ,,'^C,•Aa! k CL . ''��!'•3rYi9Si �''{:$.t. Y W w`IT°" j SANFORD MUNICIPAL �i.�ORT �I q J rI w a LL u NILL, AVE COq CESO 10 IX+ OG, a o n n Y E 261:• PL ' _ GG 27111 ST E 2Ith IT f, MATE IS, 'a - g' NY 20 th St E 2Dm -- r MyL �- E 20R, Sr i p®-r^ `E ' � .MERE EILVL W t w o PINECREST !S[ �- a E 291A IT T= . Oa Lii ti n a AILERON L z Z W > SHPLE LA el OR Oth Si E 291n 57 w W 00 PINETJEESTG — — ' FARK _ . G7 W z ¢ I O NY 301W `e IKR5 51 z J ¢� • " STATE Si OLVD V i ONOFtA ROAD u EXTENSION PATROL AD _ , u t Awl) 'N WOO UCr ¢ E W(T 1 C u p0� w N1EN AV � U j PER E w0 E1 W W000. MA pi 0o AVE _ L W —jil © j�VIX1 I�$ z J RE, G Lo AVE 60L0£N LAA'E (• �pKRIGER AD W ; s y J 4 V E V O W 3 Y INS ETTI4 IXi O�\PM VAN Cl R". UR J UNONAI ' j g NN SA110RA DW m u REEL CT- w RO E OR •r w STEIG IT IXL g y 7 S Q t 1 OT I SYL PCN LAAE O yr FERu UFL CCANNALL I _.• ' 14ARDUETTE AVE S rATROL AD y w ,IONEs AVE fi 1 2 PARK AVE _ B!EDEN AVE SILVER LAKE D:1 Or TAYLOR ST —_ TE O u ALBIN ST I rat rye CA L 4 W 1 r-q" I__ l 9 U4 r .'IOHi u u n[o ruA Ruth W CbECI.. SDR o nnr e[oroRD w, t wA[ ' PP I LOCArION MAP SCALE. / 2000' , Al • r R . PARCEL IF NO O 0 S. E. Cor. Sec 12, T.205, R.30E O 0 C)00 I: I ::I Asphalt Driveway DESCRIPTION - PARCEL 1 A parcel of land in the Southeast 114 of the Southeast 114 of Section 12, T. 20 S, R. 30 E., Seminole County, Florida being described as follows: Commence at the Southeast corner of said Section 12 and run thence N. 891 03' 20" W. along the South line of said Section 12 a distance of 305.77 feet to the POINT OF BEGINNING; thence continue N. 890 0312011 W. 3.00 feet; thence N. 00 41' 571' E. 310.29 feet; thence S. 890 03' 20" E. 3.00 feet; thence S. 01 41' 57" W. 310.29 feet to the POINT OF BEGINNING, containing 0.021 acres more or less. . DESCRIPTION - PARCEL 2 A parcel of land in the Southeast 114 of the Southeast 114 of Section 12, 7. 20 S., R. 30 E,, Seminole County, Florida being described as follows: Commence at the Southeast corner of said Section 12 and run thence N. 891 013, 20" W. along the South line of said Section 12 a distance of 305.77 feet; thence N. 01 4115711 E. 310.29 feet to the POINT OF BEGINNING; thence N. 891 0312011 W. 3.00 feet; thence N. 00 41157.11 E. 811.37 feet; thence S. 890 3211811 E. 3.00 feet; thence S. 00 4115711 W. 811.40 feet to the POINT OF BEGINNING, containing 0.056 acres. more or Less. I hereby certify that I personally made an actual survey of the premises shown on the plat on the 3Qfti day of 4uGt.157- , 191y ; that this plat is a correct representation of the premises as determined by said survey. I further certify that there are no encroachments either way across any d boundary line of the premises except as shown hereon,. Signed apvc, this f Sf. day of 19 6 o 1p "�w 00 00 0 0 rnrn- Bearings Based on Unrecorded Plat For Keyes Seminole Industrial Park No title opinion or abstract of matters affecting title or boundry to the subject property have been provided, It is possible there are deeds of record, unrecorded deeds, easernents or other instruments 'which could affect the survey and boundaries. LEGEND: 0 Found Iron U Set 112" Rod do Cap El Found Corte. Monument s' Gravel Entrance For Cardinal To Parking Lot DESCRIPTION A parcel of land in the Southeast 114 of the Southeast 114 of Section 12, T. 20 S.1 R. 30 E... Seminole County, Florida being descril-ed as follows: Commence at the Southeast corner of said Section 12 and run thence N. 890 03' 20" W. along the South Iine of said Section 25.00 feet to a point on the West right-of-way line of Sanford Avenue and the POINT OF BEGINNING; thence N. 00 41' 57" E. along the said West right-of-way line 930.67 feet; thence S. 891 12' 12" W. 49.58 feet to the West line of Sanford Avenue; thence N. 01 47' 48" W. along said right-of-way line 34.54 feet to a curve concave to the West having a radius of 2814.93 feet and a crtord bearing N. 21 25' 37" W.; thence continuing along said right-of-way line 160.18 feet along said curve to the left b mugh a central angle of 30 15' 37"; thence N. 890 32' I8" W. along a non -radial Fine 224.57 feet; thence S. 01 411 57" W. 1121.66 feet to the South line of said Section 12; thence S. 890 031 20" E. along said South tine 283.77 feet to the POINT OF BEGINNING, containing 7.077 acres more or less, along with the following described easement: A 15 foot wide easement for utilities lying 7.50 feet on either side of the following described centerline: From the Southeast Corner of Section 12, Township 20 South, Range 30 East, Seminole County, Florida, run N. 890 03' 20" W., along the South Line of said Section 12, a distance of 25.00 feet to a point on the West Right -of -Way line of Sanford Avenue; thence run N. 001 4115711 E., along said West Right -of -Way line, 923.17 feet for a POINT OF BEGINNING of the aforementioned centerline;' thence ran S. 8911 1211211 W. 49.38 feet; thence run N. 841 0613411 IV. 235.36 feet to the termination point of the afor-ernentioned centerline. Ek 11:61! 3e a 'r`+i? sr�r £k�tlrts t yy,e, 5 �a �� y�..�•�, ✓ rs ;faY S. �L'e t,.;S�.Mues�::�t '�,. .? ..+slr .R=:,'� Z Ui O a• � v o cn o W � N Ki J lL A Q � 4 N N 5Z W o :t (3 U co SZ ctW �-cn-ozcn W 0 lire Fence UJ ' m OO �m°�' CQ O =W' 0 4E High Chain Link Ci o X 0) Fence o 00 (D� Z Game Or a co Qa � Cr Wto �U)4 �.18r U.I �.9.3r Q 5 r.�� a f�f.'' - O d Q J Q CO ,� 2Power Pole �1 Y q0 hti p LQ x Power Pole I2'x 12' One Story Brick Bldg. �' l 7' Dia. Lift Sta. 6' x 12' Conc. Pit (2 Water Lines B Meter) Asphalt Main Entrance 1 /1t% Awri^Ar &A A I'S to '9 o _ 0-) O Q N >m(,D W Ld J Uo to X co q 28 27 e y C'nENUEEv� qI5 �(}t�// Y al V Y ,, Sio` HUGHEY -x -+ 51 CtO NG gt St - i \� Q� v ) -WASH 5{ MOW. E VA Y ELEM. :m W LQ - -=- 46. Gee . a EL JEAT IOU � RT � w .I MUGHES TAMN POin R Fn a J IV 4 a g i SCALE.-1 "= 40' F. 9 � 1"' = 400n DATE 9- 28-84 DRAWN: DRR 16 CHECKED: HHE FILE NO SHEET ±.21 84 - 511 Q 4x4 Stoop �� 70' cn nn' c/1 nn' cif nn' 1C, nn' i10 17' oo nn' C\ R1 f' i10 17' /10 nn' /IL? 171 90 nn' A 17' 1r.: nn' nil nn' On n!1 t�`.as �Ju � 4 .ft r'�>'' cs,Ri IJ h� r.. � �•i? r .,.. } cif nn' CA nn' :)n nn' ni1 nn' ;:Z' Z Q) f-- Cl- EE V Lli Q e m - ,, .., -- h _ iii'`i5%'itT+f..t�.',`i.A"i;. tr Z O Q- Q) O W Q Q Q x.,a=ULL Lucc �UGa Q • a+ J _ Q JUL •® N zrn Lij J i ` m M 0) IiiM,7, . Q � Q rr^^ U o N v J U ou CD 00 �p 3• cot ZO c�icv z Z �N O � J a Q) cio Z ui ...1 =ooi 0,ti � o mmm Zw Q3wc O (3 Uu» o = cU (D (n U �8 LL Q i-zCIL Q L- Z ct c� w d O ry UMod di N w 1A o v SCALE. 1 20' DATE: 1-23-85 DESIGN: L.J.C. DRAWN: T. J. P. CHECKED: L.J. C. FILE NO. SHEET 84-5110 q 4 P V T AND CONCRETEX AV TI SPECIFICATIONS a NT IFI ATINOTES 20' 24' 20' 24' 20' 7 Parking Space Driveway Parking Space Driveway Parking Space 2r 21 12' 12' 21 6�r 6 12' 12' 1. Quantities are only estimates and should be re -calculated by the Sub -Contractor � Wheel Stop Drive � Drive r T1. Quantities are only estimates and should be re -calculated by the Sub -Contractor for bid submittals. slope 2 % Min. slope 2 % MIn• a v 2 /o1y,,, 2% Mtn. , :. L . for bid submittals. 2. The Sub -Contractor's bid shall be comprehensive and include all labor, materials,c c _ ��' r� 2. The Sub -Contractor's bid shall be comprehensive and include all labor, materials and equipment necessary to complete the paving work in accordance with the } and equipment necessary to complete the excavation and grading work in accord - Plans and Specifications. ish the Plans and Specifications. 1 2 3 4 5� 6 6 1 2 3 4 5 - ance w 3. The Sub -Contractor shall locate all utilities or underground structures prior to 3. The Sub -Contractor shall Locate all utilities or underground structures prior to construction and notify each respective utility owner forty-eight hours prior a rt u u construction and notify each respective utility owner forty-eight hours prior to Z to commencement of construction. TYPICAL PAVEMENT SECTION A TYPICAL PAVEMENT SECTION B commencement of construction. O ~ 4. The Sub -Contractor shall restore off -site construction areas to an equal or better NO SCALE NO SCALE 4. The Sub -Contractor shall restore off -site construction areas to an equal or better 4' condition than existed prior to commencement of construction. condition than existing, prior to commencement of construction. U 5. The Sub -Contractor shall immediately notify the supervising Construction Manager/ 5. The Sub -Contractor shall immediately notify the supervising Construction Manager W O Engineer if a pavement or foundation stake is disturbed. if a pavement or foundation stake is disturbed 6. The Sub -Contractor shall construct pavement in accordance with the Typical Pavement 6. The supervising Construction Manager shall approve all sub -base material Sections and F.D.O.T. Standard Specifications for Road and Bridge Construction. and compaction including building pads and over -cut areas. The finished pavement grades shall conform to those specified on the Site Grading Plan- _-__ _ 24 s" 1 7. All elevations are based on N.G.V.D, datum.. Dri ve wog 7. The supervising Construction Manager shall approve all sub -base and base material and -- 8. The Sub -Contractor shall excavate and rough grade pavement areas to within compaction in fill areas. 612' 12' >' ti� {0.1' of the specified sub -base elevations. `r ' Joint Seol (Conc. Pvm't) 6 v, � 8. The Sub -Contractor shall form sidewalks, stoops, patios, curbs, trash pads, etc., in Drive 9. The Sub -Contractor shall excavate and rough grade foundation crawl space areas accordance with the Site Grading Plan and Specifications. Minimum sidewalk slope �W slope 2% Min. Slope e 2% Min. E > �PAVEMENTas directed Iry the supervising Construction Manager. shall be 0.5% and maximum slope of 8.0%. 4 l , Exp. Jornl(Conc.Pvrn1) 10. After the Modular Units have been placed on the foundations, the Sub -Contractor 9. The Sub -Contractor shall use concrete with a minimum 28 day strength of 2500 P.S.I. „ shall backfilI and fine grade courtyards, side yards and pavement sub -base areas 6 1 2 3 4 5� � 6 - to within f0.1' of 'the specified sub -base elevations. 10. All sidewalks shall be as noted on the plans, and shall have 1"deep contraction Joint Frller(Conc.Pvm't) joints every 4' on center. T rPE D 11. The top of footer elevations ( and the number of 8" courses ® may vary due TYPICAL PAVEMENT to soil conditions. IL All sidewalks, unless otherwise rioted on the Site Grading Plan, shall be flush with SECTION 'IC It CONCRETE CURB O adjacent pavement or where they meet. 12. Prior to commencement of construction, the Sub -Contractor shall meet with and = u W o c� co �t NO SCALE PLAn SYMBOL submit a construction schedule to the Construction Manager and Engineer and 0::LLJ(0_0Z(f) 12. All elevations are absed on N.G.V.D. datum_ secure all necessary licenses and permits. 13. Base course shall be 6° of soil cement (Bearing 500 P.S.I.) in accordance with Section NOTES not less than 95% I. PROVIDE 2- 4 BARS (IO'LONG) CENTERED ON EACH UTILtrY TRENCH. 13. During construction, the Sub -Contractor shall provide for adequate drainage and o 2. COST OF BARS SHALL BE INCLUDED IN THE UNIT PRICE(PER LINEAL proper soil erosion control measures for protection of all drainage and sewer ®� ro c~v O, Q 27U of F.D.O.T. Standard Specifications, compacted to a density of (ASTM D-1577). FOOT) FOR CURB. - structures, and at all adjacent roads and lands. o ctv, KEY TO TYPICAL PAVEMENT SECTIONS 3. PROVIDE 2 - E SMOOTH BARS W/EXPANSION CAPS AT EACH EXPANSION �" rz z 3 rn JOINT �IS� O -JKZO 14. Sub -base shall be 6" of clean approved material, having a Florida Bearing Value of 14. Unless otherwise riotedgrade to meet existing elevations at property lines. 50 P.S.I. minirriurn and compacted to a density of not less than 98% (AST`M D-1557). rr 4 copi SPACES(10*1AX)BETWEEN NORMAL EXPANSION JOINS. CONTRACTIONN JOINTS - CONTRACTION JOINTS SHALL BE PLACED AT OJOINTS Excavation and Grading work shall be done in accordance with F.D.O.T. Standard IO 1 Minimun Type III Asphaltic Concrete - F.D.0.T. Section 333. SHALL BE SAW CUT IN THE UPPER 113 OF CURB AND GUTTER WITHIN Specifications for Road and Bridge Construction. U_ co, m 7 DAYS OF PL ACEMENT Bituminous Prime Coat - FOOT Section 300. 5 ENDS OF TYPE D SHALL TRANSITION FROM FULL TO ZERO HEIGHTS IN 3FEET. 15. Excavation of unsuitable fill and compaction shalt be done in accordance with the C 6 Base Course See Pavement and Concrete Specifications 81 Notes. _ soils engineer's recommendations. (� � ® Sub- grade. L „ 16. The Sub -Contractor shall place straw bales along all property lines, easement lines (� a 0 6 Stabilized Sub -base - See Pavement and Concrete Specifications 8 Notes. and around all inlets as detailed on Sheet 7O These straw bales shall be maintained U_00 "' o 1 Grass Area. in good condition until all paving and seeding/soddutg is completed. z00 Side walk ` z w z _ !� o -J ESTIMATE F QUANTITIES 2 1 3 2 1 Finished Floor ESTIMATE OF QUANTITIES Finished Floor Floor Joist r Floor Joist Q - ' CUAN. UNIT' DESCRIPTIONo QUAN. UNIT DESCRIPTION jm y_ , : 4 Conc. Block _o Sloop �..- - 4 Conc. Block. LUMP SUM Clearing & Grubbing (Includes Top 6 of Topsoil) Cn Z m o0 8" Conc. Block-� LUMP SUM Cut & Fill Grading (Includes 20% Shrink Factor) I� � � ON -SITE Crawl Space 8 -2 Crawl Space - g r� - 0) d- �n o�- 8rr Conc. Block 8 z� Service Walk �- 29 IN. DIA Tree Removal o Service Walk 7 11,785 S.Y. Asphalt Pavement Conc. Footer ---- 275 L.F. Concrete Barrier Curb, Type r . /,� Conc. Footer -" 5,700 S.F. Concrete Sidewalk 220 S.Y. Block Paver Area STOOP FOUNDATION DETAIL i STOOP FOUNDATION DETAIL 2 3,350 L.F. Pavement Stripping SCALE 3/8" = l�- 0SCALE: 3/B = l�- O" 7 EA. Concrete Stoops 4' x 4'46 4 EA. Concrete Stoops 5' x 5' 17,217 S.Y. Grass Area (On -Site) 4,716 S.F. Turf Block 6'"soft fo 1,200 S.F. Monolithic Concrete Curb & Sidewalk 6 s1- c,,- 5 v Q �+ 00 OFF -SITE 6„ LLL /• , N•'UJ a yz11{ I{aI l tl I�=�1 t1 tl(! o -1 �"� �•'�UL= Il> IIF1r 11 Il f1�"t iW, , O 680 S. Y. Asphalt Pavement uCL � � LL LUMP SUM Pavement Markings - 1 d �G1i�11�1� it a 3,105 S.Y. Grass Area (Sanford Avenue R.O.yV.) MONOLITHIC CURB AND SIDEWALK � 0"..J «r o The Footer Dimmensions ore Taken From the Architectural Plans Prepared a ct for Cardinal Industries by H. Allan Taylor B Assoc. Architects, And Approved o by the Stole of Florida. No Load or Stress Calculations Have Been Prepared L by Kosanchick a Assoc. P.A. w JJJ SUMMARY OF BUILDING ELEVATIONS BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 ELEVATION N(�' 5 BLDG. 1 BL � OI Finished Floor 56.00 54.10 54.10 54.10 54.10 2 Stoop by Foundation 55. a0 5A .1050 � 5�.10 3 50 5�}.4 ��}. 53 50 ---- - - - - -- - ---- ------ � - - - _ �3 Stoop by Walk 54.70 53 2.8D 53•2•SO 53•a 2.80 53A 2.60 - SCALE N/A DATE : I - 2 3 - 85 S.W by Foundation 55.20 53.30 53.30 53.30 53.30 --- -- ------ - --- - _ ____ _ DRAWN: T. J. P - - - CHECKED: L . J. C. Outside of Building 55.2 53.3 53.3 53.3 53.3 - ------ --- --- ----- -- --- - -- --- -' --------- - _.---------------- FILE IVCt SHEET �7 Top of Footer 53.00 51.10 51.10 51.10 51.10 - - ----------------------------- ------------------ ------ -- - 84 -5110 Number of 8" Courses 3.5 3.5 x 3.5 3 3.5 .K- LM3L5* - - ----- ___--------- ---- ------ ----_ -_ -- -- -- ----- - __---------------- n z SPECIFICATIONS a NOTES STORM, SPECIFICATIONS. a NOTES 'WATER SPECIFICATIONS 61 NOTES SANITARY SPECIFICATIONS a 'NOTES GENERAL ices,in acco 1. The Sub -Contractor- shall coitstr' ct all Storm sewer appurtenar rdance ontroftor,sholl la ry e' 7C the water:14n and se ices a Tnvllrnum of Y-0" below 1. Roof drains, foundati ts or other st gn drair orin water comecti t ons 0 the a h y sewer :"I All elevations are based on N.G V.D datarrL w i th, D. 0. T. Standar I id Specifications for Road and Bridge finished grade, to th� top of 'pipe. are prohibited. Reinforced.concrete pipe (R.C.P.) shall be Class Iff with rubber gasket joints. Z The Sub troctor shall extend the vote r.service to a point, 31 -O' from the outside A minimum of 1811 o vertical sepqi -qtion shall be provided.b6tween the,sanitary sewer f ion, paving rid Storm Sever work Shall be done in accordance with the �"S an a r t darid Specific tions f6' Road iand:Brid e Construction" adopted 1982 by ttie 9 f the foundation wall. A valve and box shall be installed at this location. I and ter lines. Where 1811 of separution.:cannot.be provided or if ihe is r va -the wdtci I i a Sit te,of 1, lorida'&W. 61L so pplements thereto. 3. Corrugated metal pipe shall be Aturninurn Corrugated Pipe (AA.M.PJ in accor7 to be installed below the sartita' shall be ry Sewer, the s' > i ewe constructed of,ductile ron (lance with AASHTO M�196, and Shall be installed in accordance With,manufac- 3. Where water.lines conflict, with st' orm and sanitary sewer the water lines shall be r a distance of 10 feet bo Pipe fo on th Sides of the water line cr6ssing.�', See Landscape'Planfor.treatme­ t of all open/4reen spa n ces. turer13 recommendations. Particular attention should be:.paid to the bedding, during construction.. :3. and backfilling tn,6" lifts onbItemdtL'ng,s4es'df Oe.pipe, hand,tamped to eli-. .lowered 3. al.sepi rQ A minimum of 10feet of horizont Q ishall be''p vided b6twe' ihitary 4. The locations o exis irig utilities, such as water mains, sewers, gas. lines, etc., as t minate voids. Pipe 15", to 21"diametershall be 16,gauge and.pipe 30" to 36" dia- meter shall �be 14 gau; ge with bond joir t3 suppliedby the pipe mcinufac turer for in 4. There shall be a ff.mifnimum horizontal and 18" minimum vertical separation sewer and water fine& shown on the Plans, have, been determined from the best available infoi -motion and 'for. the pipe used. Bonds shall be O-Rin, q gasket.type., ASI'M C-443, and sttalL accept between s-anitary sewer andater lines. 4. Me sewer. Siub-Contra'ctor shall ext to -within 5i orthe'' end 6 sanitary services: is given nvenience of tie Sub��C er. and the c6 ontradtor. However, the Engine wrier do not assu -b-lity forth 0 meresponst g e accuracy of the locations Shown. a minimum of two corrugations from each pipe. 5. All 2" water service shalfbe P.V.C. 'with -cernent welded joints solvent foundation at the specified invert elevation.' The plumbing contractor shall install It stall be the, -qjb7Conirdct'orl��respomibiLity to contact all utility companies Perforatec(pipe shall have -holes punched ordrilled to 5116"diariteter, and shall sort. a cleanout at this location and connect Loh& 611 itary servf tee.' for� t c nmenceri of cionstrueti ' and have their facilities forty ight hours, pn , o or' on be approximately circular in and cleanly, cut. If holes are drilled, the holes 6. All 31 water linesshall be P.Y.C. ith rubber ring sli t&. 'p-on.JOLn -5. oy P nitur, All iP,��s�libeP.V.Csew6r�ipecbntorming.�oASTMD-3034S�D.R. oc ,,I ated in the field Prior to any work- CL -,must be free of burr& Holes shall be locate&on the neutral axis betV,een'cron and valley of.corrugatiorts, except that. holes shall not be located in the rteutrql.� 7. All 4" or-largeriv ater lines sh'll. be P. V� C. cast iron tnech.anical joints and nibber ring 35, and be installed in accordance withASTM 321. D72 5 only,esti, atQs andshould be re-calcutated by.the Sub --Contractor axis adjacent tQ,each side of the Lock,searn. The spacing center to center of s lip -on joints. for bid submittals. LLJ holes paralldl-to the corrugations shall be 1-7/8� Minimum number of,hole3 per. lineal fdot of pipe shall be as specified in the following table: 8. P.Y.C. shall conform to ASTM D-2241 Plastic Pipe (.5DR-P Class T) ASTM 1784i R, 6. Me Sub -Contractor shall be, required to perform (in infiltra tion or exfiltrat on'tesi, 6. .Me' Sub-Corttractors bid shall be comprehensive and include, all labor, equipment Q .. I - I I ''. .1 �, I 11 I �: Type 1, Cmde 1, 2000 P.S-L design stress and beJN.S.F. approved, AWWA, Class C-900 whichever is applicable., infiltration shall not exceed. 300 gallohs,pier da y per inch, of . . and inaterials te improvements according to the engineering necessary to complete- all si Pipe fttside Dia. Min. flo. of HoleslL.F. Area,of Holes/L.F. (SDR-1 8) wi on ch section showin conformance to the above th marings ea diameter per rnile� of length, or the computed eq4ivaIqnt for shorter lengths of t ime. Plans and Specifications. (Mches) (Sq. Inches) specifications. All P.Y.C. pipie shall bear the N.&F. logo. for potable 'water. Rubber jo in ts sha 11 be ga�ske Led and conform to A STM D -1 869 r ASA, A21.1 1. Solvent- 7. The SUb-Contractor shall Supply complete "as-bui It "info* ation,' rM relative to inverts, 7, -�C nt lorshall.restpre -�site construction areas 'The -Sub, Q rac off toe u or tter al be 12 160 -12.27 15 15.33 M cement couplings shall c onform. to A STM. D - 3 0 3 6. and rim elevations, location of manholes and leagittis of Pipe. Laterals shall be located from -the centerline of the nearest downstream -manhole., Me informcition.: condition'thain. existing prior to cornmencement,of construction. 18 240 18.40 9. Go te valves 3 aj�d larer Mall conform to A WWA C-.500, re extension -with v nchnut shall be submitted on legibly marked-up�prints t the. Erigrine e r t o weeks after Q v completion, of sewer construction.. 8. Where applicable, utility trenches cm.ssing pavement areashall be backf illed ith -with -All perforated pipe shall be wrapped &I a filter material witli mirurnUrrt seam ems and other appurtenan ces as required- They.shall be iron body, �fully bronze ogranular material in accordance A.A.S.H.T.Q.-T-00 overlap of 121% double disk, parxilLel seat, non-ris-irig is�tem wIves with O-Ring seats arid 8. The Sub-Contracto shall meet all requirernent�, cod r e3 and, ordinances'of the -,9. field tiles enco tered shall be reconstructed aridlor realigned to maintain endconnect for on the PLaTm iorts as calle City of Sanford -Water & Sewer Dept.!_ including Ofication Prior, to 'advance no raina :positive:,d ge at all times., 4. 'Underdrains Shall be installed as required, on the Plan, by the Construction Managerl construction and testing. n be coiled E 6er or local regulatory agency. Even though. underdrains,may not 10. All'tees, c' ups, plugs bends, fire h>drants, volves,,etc'., shall be provid �d ith tJ' t e w trus 10..Me, c -Contra tor shall immedia*tel notify the Supervising Construction Manager &Lb y r on the Plans conditions encountered installation of fo, in the field may require' blocks. 9. Bat*fill under pavernent Sit 11 be ap -oVed to pi e ranular backfill in 60 laye 9 rs and compacted if -St any founqation, pavement r utility Q ke is disturbed. underdrair" 'Any wet soil conditions, harxi, pan or suspect -soil conditiorts:encoun te red. to 100% rnaxirrtum denitym determined byA.A.S.H.7'.O.; shall be,brought to the Construction ManagerlEnginee,,43 attention for further in- .Ill. All pipe ishall be.disin ected and tested in accordance with A WWA Standard C-601 and f 11. For identifications,in contractual agreements, this set of Pliv, is is dcited J 23, arivary vestigation. the. City of Sanford Sewer Water- Dept. Standard.Specifications. The W-Conirderor .10. Kosanchick Associates, P.A. shalil be notified a inini uM of t M 4 tours (2 full working. 1985 and any revisions or changes thereafter shall be noted and dated on the affected shall prvide at his own expense,. allnecessary testing equipmenc, pressure gouges, 'water days) prior, to construction and testing of the sanitary sever. Phone (305) 830-8310 Plan Sheets. Undenirains shall be 611 perforated Polyvinyl -chloride pipe conforming to �ASTM, meters, water and mut0rials and facilities required for pressure and leakage testin 9 Phone calls requesting staking of the mnitary ewer are not considered the.,46 hour D,3033, with perforations as s cified in ASTM C-508. Installation shall be in pe, no tification. requirement. 12. Soil bo gs and soil engin a Associates, Inc. eering services have beenp'rovided by, J mmal accordance; with manufacturer's recommendations and as required in Section 440 12. 77ie water systernitin the project site shall be privatel y Maintained and owned- 'id additional 'iceswill be provided to -the Sub -Contractor upon Winter,Park, I Ia. at erv, LLJ (f) - (3 Z Q) of the:F.D.O.T. Standard Specifications. Undei -drains shall have factory.assembled 11. All on -site sewers shall be privately maintained by owner. -Les no responsi ss, q; bility for the correctrie re uest to the Owner. 'This engineering firm assun envelope or nylon screen sock Urrounding. the drain. -s 13. Rackfill un der pavement shall be approved grunular backfill in46" layers and�cornpocted accl-Alve and completeness of their -work, �3 to J00% maxIMUrn-d ens-ity as determined by A-A.&H.O. T-99. Cr 5. Backfill under pavement Shall be approved graruilar backfili in, 6" layers and compacted I Me Site, including.feten on areas, shall be cleared of all obstructions such as fences, ti to 100% maximum density as determined by A.A.S�11.0.-T-99. 14. Kosanchick & A ciate I sso s, P.A. sT all be notified a minimum of 48 hours (2 fuU won walls foundations, I qs,-_�shrubs, brush, weeds,'other vegetation and accumulations of days) prior to testin of the water line-- Phone (305)830 -8310. rubbish of whatevernature.'� These obstructions shall be Satisfactorily disposed of ftwl C, 0) 6. The Sub-7Contractor shall install 411 6" (black) rigid plastic pipe (1,000.1b. crush) Where two downspout drains off -site. for the underground down spout drains (D.S.D.). or m. Ail triaterials and comstruction requirements f6r the fire service water line check -valves, LU more conne t the Skib-Contractor shall install 6" rigid plastic pipe from the conriec- backflow preventer, gate valves, etc., shall be in accordance with the, city, of Sanforxi 14. Me site shall be cleared of oil trees except those which are designated to be saved or LL 00 tion point to the outlet. All single, downspout, druits shall be 4," rigid plastic pipe. ewer Water Dept. Standard Details and Spelcifications. relocated. Me Sub-Contract(or shall bid on the basis that all c.leared trees ill be -r moved 11"as (1) (J and satisf(ictoril disposed of off -site. Before construction, the Sub -Contractor Shall meet y U OD 7. The Sub-ContrQctor shall fu�nish and install the adapter from the underground 16. ne Sub-ContrucLor shall supply complete "As -built" information relative to the.location' at the sitewith the Construction Mandger and/or Owner. At this time, any tree's to b�e downspout drains to the building gutter downspout drains. (See architectural of Oil water lines and.services. The infor'mation shall be submitted on legibly marked -up saved shall be pointed out and tagged. Mese trees Shall be protected from darnage. tr) plans for sizing). printsto the Engineer two weeks after completion of water line constructiorL 8_17te Sub -Contractor shall cbnstructwater retention areas as shown on the plan unless G co CD otherwise approved by the Engineer. Q Z 00 CC Ui LU OD V STIMATE OF QUANTITIES STUO R AMA TIMA TE OF QUANTITIES W ff A TER ESTIMATE. OF QUANTITIES SANTITARY QUAN. UNIT DESCRIPTION QUAN. UNIT DESCRIPTION Q0AN. UNIT DESCRIPTION 2 611 Compound Master Meter & Pit 3 ca 00 EA. Sanitary Manhole ON -SITE L. F. 611 Water -Lie 7 EA. Sanitary Sewer Cleanouts 175 F. .12 Water Line C) - j� ...175 1211 RCP Pipe 621 L.F 811 Sewer Pipe 185 L. F. 15"'. RCP Pipe EA. 1 2111 Valve &Box 93 L.F. 611 Sewer Pipe (Services) 310. 181, RCP pipe 9 L. F. 611 Sewer Pipe. (Riser Services) 905 L.I. 411 RCP Pipe. 4 EA. Fire Hydrant ve B wlappurtenance;, Valve and Via ox E A. Storm wer Manhole S6 2 EA Wl x 611�7apping Sleeve Valve BOX' 2 Underdrain Cleanout .240 .611 Undei-drain 1 EA. Inlet - F.D.O.T. .Type E 2 EA. 1511 RCP End S6(:tL* on. 1 EA4, 24" RCP End Section EA., Outlet,.Structure 15 C.Y. :Sand Cement Rip Rap ILILJ U_ 0FF_S171b; '245 L.F. 2411 RCP.Pipe EA. Storm Sewer Manhole < cc V, er S QA L DA TE: 23:` 5 4 VN )RAV, :',TJ.,P` CHECKED: L. FILF,NCI SHEET 84 1/0 10 I Spa A. Ft cy) fi A :e