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3700 Sanford Ave Plans Cardinal Industries Corporate officePREPARED B YA ND. A S 5, 0 0 1A rESr � r KOSANCHICK PoA O CONSUL IENGNEERSI R VE YORS SUa . ?w 0 NORTH LAKE BLVD. SUITE 490 ALTA O TE SPR/ S, R R®DA 32701 PHONE: (D ) 830 /0 COLUMBUS, OH/O ATLANTA, GEORGIA CHI CA ILLINO/S i — 1- 1 nn � nri tv' 1= /1 ' AA rl rl' or) rlrl CA nn' as nn' 9n nn' as nn' r,' 4z4, Stoop r� 30 15 0 30 60 90 W U W =CULL W oUCaQ CcW(f)—O'c(f) �1 Q ( N •Q N ZQ� m (3) Cr)) co � Q � K) OmUIR O Z -• V U OD O ry V W OWAM O 3 7- 160.16' ° aav 0:: Lv �to o 8V)'r 00%ZO c�2N Qlu >_1"o ui C _ J a. 4Solid White Lane Seperator LU �_jy W� OLn J Co U) U tp N M --- N -- mop 4 -P 00 AVE _ DRI VE. L. `1 LL J W Q. V °Lu, w! 0 �(L O w,aWrr L) uj lAl � 1- a✓ J �p 14�ej SCALE.- I "= 30' DATE 1-23-85 f DESIGN: L.J.C. . r DRAWN: T.J.P. CHECKED: L.J.C. FILE NO. SHEET 84-5110 3 SO 0d°�Psl.So NP ( PS/.9S PS2.27 Ps2.so N P HP ldSL7S 53.3 53.3 /11Sz.3D PSZ.SD r SO.B 00 PS/.so OS/./7 P5o.80 P3/.7S5 4 PS2.30 PSi.4D� - PSi.So NP � osi.8o PS/.sb P si.as Ps2.zs P PsD.3a�l 1 p ID . ,� N PSo.4D ? oY 5�• S �� 5 \ N ao �F S1•j0 F� �® FF 5J.I0 F S�,Io �,i 2 #' Ps1.27 Ps/.6o 49:80 49.6U 65 % Z. 47.3L NP 47.88 Psi. D ° --� 4----_-4----�--- -1---^ --`�"" -�'.+ to OSo./D NP PS/.So PS1.47 PS/.SD PS2.oD y PSi. SB PS/. 4S - PSo. 70 --�- �,- -� S93 PSZ.1D �SI.So PS/.70 PSD.4D PSo./S PS/,loD 53.3 I{ PSo.sS 1 Pso.z5, P 0.40 _ TT 50 PSD. so PS0.8D P sb. /00 PSD:31) PSO.4S Psz.3o ° PSoss R3o.3o PS2.3o sr2 G5F 53. ssS� 0 /P�S�4D PLS 00 50•0� 2PZs Ps/95 /.GO PS2.33 PS/:33' PSO. go "'SO. Dp N pro F, 5,50 0' )zz 00 SS. 2 SS. Z Pso. B/ '0?0. ,98 Pso. 96 I 1�5Z -7S O'3i.so td S3. zo !� S3.So v S3:2o ld SZ. P S j P52./o Ps'Z.ioD rJ I-- l.JS2.20 u1 s2 . So � !,i 52.90 �0 NP PS2:2o PSZ.00 P12.44 PSZ.7D PS3.OD PSZ.70 Psz'ss 1 11 1 0 NP } Psi.¢$ f L SZ.7S N 0�? 47 48 W Ps/. zs I D.G 0 1 II Ip� 160.18 1.s3 ..-E- o.� .� i _ =� vsz.zs 34. ' N 25 37 Yr - �' E tea. G /a NP L S2.7S G SZ . G3 30 G S2.7S PSZ.DO PSo.9a PSi.Go Ps/.�D S p PSi.OB PSD.7S' PsD:�S P'i./5 PS/.aD PSz.2s Ps2.�o o �z.2s P s2./3 NY 4 ls" NP ► � � � � N � Ean SEc. , o PSZ.OD 7S% PS/.SO PSl.90 PS2.73 P SZ.SS PS3.DD P�`3.35 / PS3.00SL �00 PS2.7S SO.So 50.7 �I�Sat.2-S o.iS/ /s3 oO D :41So ��SI.ID ENc ske. l5�? S0.40 So' S N 000 41 5?� 620.33 Psl.7o PS1.70Ui 31•� S� A� �_ 52.6 SANFORD PS1:70 PS/.70 LEGEND - - - oo - Existing Contour � oo Proposed Contour � I Existing Tree to Remain '0 Existing Tree to be, Removed a 1 >.RIM 30 15 0 30 60 90 (oo.00) Existing Elevation Q 0 <'IUU- W QUm �L s W • C) J O U .5 o N z�M �OD� 0 C13 � 3 Q. CC Ui aw° LL.J F-- Z O w v S) 2 N rZ Q J Z 3 > V Q W >'o. J Q � h m W v. Q O --� _ c o Q vJ W O mCo FLU 0 ~ J r O 0.00 Proposed ElevationLU Storm Sewer S2 O Manhole �p.1 LL LL Z� Curb Inlet - F.O.O.T Type 4 Q Inlet - F.O.O.T Type C ® End Section UnderdrainLL o Underdraln Cleanout z --*- Direction of Flow Overflow Routing Top/Toe of Slope Top of Cover Elevation Invert Elevation w o C = Top of Curb �c P = Pavement 070 Cl) W = Sidewalk ul 'Inc S = Stoop FF= Finished Floor a CS= Crawl Space SCALE. I 30' DATE: 1-23-85 DESIGN: L.J.C. DRAWN: TJ.P.. CHECKED: L. J. C FILE NO. SHEET 84-5110 PAVEMENT' V ENTND CONCRETE EXCAVATION AND GRADING SPECIFICATIONS OTES SPECIFICATIONS 61 NOT 20' 24' 20' 24' 20' Parking Space Driveway Parking Space Driveway Parking Space 2' 2' 12' 12� 21 6" 6' 12' 12' 1. Quantities are only estimates and should be re -calculated by the Sub-C'ontractor Wheel Stop Drive y Drive 1. Quantities are only estimates and should be re -calculated by the Sub -Contractor for bid submittals. Slope 2 % Min. slope 2 /o Min. �, 222 Mtn` ° 2% MIn• for bid submittals. Sub -Contractor , . -� 2. The Sub -Contractor's bid shall be comprehensive and include all Zabor, materials 2. the s bird shall be comprehensive and include all labor, tmaterials •. ; . ; ,� ,� �, c ..� - . .� . . • - �; ��; •-� ' " �. � - �� �• �•-.•--%•.� � and equipment necessary to complete the paving work in accordance with the "b and equipment necessary to complete the excavation and grading work in accord - Plans and Specifications. once with the Plans curd Specifications. 1 2 3 4 � 6 6 1 2 3 4 5 3. Tile Sub -Contractor shall locate all utilities or underground structures priior to 3. The Sub -Contractor shall Iocate all utilities or underground structures prior to construction and notify each respective utility owner forty-eight hours )prior yr it t� It 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 a• condition than existing, prior to commencement o construction. condition than existed prior to commencement of construction. g� p f V cr) 5. The Sub -Contractor shall immediately notify the supervising Constructilon Manager/ 5. The Sub -Contractor shall immediately notify the supervising Construction Manager � 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 Tylpical Pavement 6. The supervising Construction Manager shall approve all sub -base material Sections and F.D.O.T. Standard Specifications for. Road and Bridge Cormtruction. and compaction including building pads and over -cut areas. The finished pavement grades shall conform to those specified on the Stte Grading 24' Ply , _. _ s" 7. All elevations are based on N.G.Y.D. datum. Driveway 7. The supervising Construction Manager shalt approve all sub -base and base material and - 8. The Sub -Contractor shall excavate and rough grade pavement areas to within ' 2�. - -+0.1' o the specified sub -base elevations. Joint Seal (Conc. Pvm't) compaction in fill areas. 6" _ _12�12 6 - - f 0. 8. The Sub -Contractor shall form sidewalks, stoops, patios, curbs, trash pods, etc., in Drive ;, 9. The Sub -Contractor shall excavate and rough grade foundation crawl space areas accordance with the Site Grading Plan and Specifications. Minimumsidieavdllc scope �¢w slope 2% Min. Slope 2% Min. PAVEMENT_.) as directed by the supervising Construction Manager. shall be 0.5% and maximum slope of 8.0%. � `�- I e 4Exp. Joint(Conc. Pvm't) 10. After ter 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. A ' shall backfill and fine grade courtyards, side yards and pavement sub -base areas 6 1 2 3 4 5 6 f � ` to within �0.1' of the specified sub -base elevations. 10: All sidewalks shall be as noted on the plans, and shall have 1" deep conttraction Joint' Filler (Conc. Pvm't) joints every 4' on center. 11. The top of footer elevations 0 and the number of &" courses ®may vary due TYPICAL PAVEMENT TYPE D Q to soil conditions. o 11. All sidewalks, unless otherwise noted on the Site Grading Plan, shall be• , flush with a n CONCRETE CURB adjacent. pavement or where they meet. SECTION C y z co U_ w o u m Q 12. Prior to commencement of construction, the SYib-Contractor shah meet with and NO SCALE PLAN SYMBOL submit a construction schedule to the Construction Manager and Engineer and 12. All elevations are absed on N.G.Y•D. datum. secure all necessary licenses and permits. e 13. Base course shall be 6" of soil cement (Bearing 500 P.S.I.) in accordance with Section _NOTES: F'.... anarpecificaon, compacted r. PROVIDE 2- 4 BARS (IO'LONG) CENTERED ON EACH UTILITY TRENCH. 270 O 13. During construction, the Sub -Contractor shall provide for adequate drainage and o w f DOTStandard Specifications, coacted to a density of not less than 95% 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 o N cn Q (ASTM D-1577). FOOT) FOR CURB. structures, and at all adjacent roads arid lands. o 3. PROVIDE 2- 6 SMOOTH BARS W/EXPANSION CAPS AT EACH EXPANSION KEY TO TYPICAL PAVEMENT SECTIONS JOINT. Lij -� O 14. Sub -base shall be 6" of clean approved material, having a Florida Bearing value of 4. CON rRACTION JOINTS -CONTRACTION JOINTS SHALL BE PLACED AT EQUAL 14. Unless otherwise noted, grade to meet existing elevations at property lines. z 50 P.S.I. minimum and compacted to a density of riot less than 98% (ASTM D-1557). ,i SPACES (IO'MAX)BETWEEN NORMAL EXPANSION JOINTS. CONTRACTION JOINTS Excavation and Grading work shall be done in accordance with F.D.O.T; Standard o o Z 1 Minimun Type III Asphaltic Concrete - F.D.O. T. Section 333. SHALL BE SAW CUT IN THE UPPER 113 OF CURB AND GUTTER WITHIN Specifications for Road and Bridge Construction. LU LL m 7 DAYS OF PLACEMENT •� Bituminous Prime Coat - FOOT Section .300. 5. ENDS OF TYPE D SHALL TRANSITION FROM FULL TO ZERO HEIGHTS IN 3FEET. U O N „ 15. Excavation of unsuitable fill and compaction shah be done in accordance with the M v 6 Base Course - See Pavement and Concrete Specifications 8r Notes. soils engineer's recommendations. (,o ? ® Sub- grade. 1)16. The Sub -Contractor shall place straw bales along all property lines, easement lines 6 Stabilized Sub -base - See Pavement and Concrete Specifications 81 Notes. acid around all inlets as detailed on Sheet These straw bales shall be maintained 1 "? 6a Grass Area. in good condition until all paving and seeding/sodding is completed. UJ M Co C) cp 6 Slde walk CO w <- w w o rJ i� p o _J ESTIMATE O QUANTITIES 2 ! Finished Floor 3 2 ! Finished Floor EST' yQUANTITIESQ _ Floor Joist �� I Floor Joist UAN. UNIT DESCRIPTION o 3 0 -- o ,- v Stoop;z� -��- QUAN. UNIT' DESCRIPTION � � � v � o v n . a 4" Conc. Block n � m c° LUMP SUM Clearing &Grubbing (includes T'op 6 of 'lopsoii) (!) mQD o� w Sf00, . `� . 4 Conc. Block ON -SITE 8" Conc. Block Crawl Space LUMP UJ SUM Cut & Fill Grading (Includes 20% Shrink Factor) Crawl Space 8 P �� o °' `r 8" Conc. Block 8 Z� Service Walk Zr Z9 N. DIA Tree Removal U cD cn v c'o .J 11,785 S. Y. Asphalt Pavement Service Walk 7 ' 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/g = I' - 0" SCALE: 3/8 = 1'- 0" 7 EA. Concrete Stoops 4' x 4' 4 EA. Concrete Stoops 5' x 5' 17,217 S. Y. Grass Area (On -Site) 4,716 S.F. Turf Block E 1,200 S.F. Monolithic Concrete Curb & Sidewalk 6 f. + v 4.f/ /FT SSG oF'E 5 ff b �i.. Q� r4, Iq �LAJ � O OFF-SITE 6ff - .:._ :o 4,LL ~ LTi� I 11 1(..• fatCc ff :Jy; 680 S. Y. Asphalt Pavement 7 LUMP SUM Pavement Markings 3,105 S. Y. Grass Area (Sanford Avenue R.O. W.) MONOLITHIC CURB AND SIDEWALK O o The Footer Dimmensions ore Taken From the Architectural Plans Prepared n for Cardinal Industries by H. Allan Taylor a Assoc. Architects, And Approved tr o by the State of Florida. No Load or Stress Calculations Have Been Prepared �. U L by Kosonchick a Assoc. P.A. a, „® ) SUMMARY OF BUILDING ELEVATIONS ELEVATION NO'S BLDG. I BLDG 2 BLDG. 3 BLDG 4 BLDG 5 �l Finished Floor 56.00 54.10 54.10 54.10 54.10 Stoop by Foundation 55. 40 5r} 1a 3 50 54.10 3 50 54.10 3 50 54.10 53 50 SCALE ° N/A �3 Stoop by Walk S. W by Foundation © Outside, of Building Top of Footer ®Number of 8" Courses 54.70 53 2.80 53 �41 O 52•SO 53 2.80 53.�0 2 g0 DATE: 1-23-85 DRAWN: T. J. P. 55.20 53.30 53.30 53.30 53.30 i CHECKED: L . J. C. 55.2 53.3 53.3 53.3 53.3 FILE NO 84-5110 SHEET 53.00 51.10 51.10 1 51.10 1 51.10 3. 5 3. 5 3. 5�-*�3.5 L3.5 ,O Cl- EE U W .Q LEGEND Existing Contour oa Proposed Contour A Existing Tree to Remain ro Existing Tree to be Removed (00.00) Existing Elevation DCW>—v0--(3 U) . .00 Proposed Elevation . Q Storm Sewer . O o o c O Manhole Curb Inlet - F. D.O.T Type 4 Ld €� Inlet - F. D.O.T. Type C o a m U0- End Section � o � W Underdrain , � [`L 0 o Underdrain Cleanout ($ Z ccoo —�- Direction of Flow Mina 4 a a Overflow Routing oc � w o Top/Toe of Slope z o w ZN oo.00------- Top of Cover Elevation g q z oo.oc_ Invert Elevation j 3 r U It W C= Top of Curb W o P = Pavement m CL maw (D W = Sidewalk Y S= Stoop J J O p N ti FF= Finished Floor '� = �mco CS= Crawl Space z w � a #4 51.0 43.32 UTILITY COMPANIES FLORIDA POWER & LIGHT P.O. Box 1817 Sanford, FL 32771 321-5620 — AttrL: Mr. Ken Borhaug SOUTHERN BELL TELEPHONE CO. 500 N. Orange Avenue Room 324 Orlando, FL 32801 1-800-342-1901 (Cable Locator) Attu..: Mr. Paul Sofrani-k FLORIDA PUBLIC UTILITIES 830 W. 6th Street Sanford, FL 32771 322-5733 AttrL: Mr. Art Matteu 30 15 0 30 60 90 Q 0 2 C7�L W QUm Q own w . Q S.- m2 z ac 3 'n A, Q o jo 26N L7 p = co. rn z Co �Wo 0 w Z m v� � Ly r� Z �Qn do rn 4 3 ---- 2 I �Ll d Q m o O � nj J Q�� co D X N w (� U Za .OQN o� rn�� PVMT PVM PVMT N 0 ' m CO W Z w + t` 'F I 1 _ + t- �mv co to v V cD � Trench Backfill kiI H v r v 0- s W 55 Proposed Grade 55 Exist. Ground v I -- 50 50 O6„W 06"W .. LLJ �•p UL 45 45 'qC 0 280-8 San. Sewer @ 0.40016 2/3'-8" San. Sewer @ 0.40 /o 213'-8" 3Q. San. Sewer @ 0.40% 40 40 0 try o U CL I tt L0 m m m O m -d m ? N M m o 2 ii a� �t U U i °' U U �i '> a Q > L. a� W TJR Z z 05 z � r z �' C DESIGN o o a g a o a DATE:1-23 - 85 c S o - SCALE DRAWN T.J.P. 0 =� �' OR1Z:1 "= 30' CHECKED: LV C � co �, co N o o VERT. 1"=5' FILE NO SHEET CD 84 5110 - 7 5 4 3 2 I 0 SPECIFICATIONS a NOTES STORM SPECIFICATIONS 61 NOTES - WATER SPECIFICATIONS Sr NOTES SANITARY SPECIFICATIONS 61 NOTES GENERA L 1. The Sub -Contractor shall construct all storm sewer appurtenances in accordance 1. The Sub -Contractor shall lay the water line and services a minimum of 3'-0" below 1. Roof drains, foundation drains or other storm water connections to the sanitary sewer 1. All elevations are based on N.G.V.D. daturn. with F.D.O.T. Standard Specifications for Road and Bridge construction_7 finished grade, to the top of pipe. are prohibited. 2. Excavation, paving and storm sewer work shall be done in accordance with the 2. Reinforced concrete pipe (R.C.P.) shall be Class III with rubber gasket joints. 2. The Sub-Contrvctor shall extend the water service to a point 3'-0" fromthe outside2. A minimum of 18" of vertical separation shall be provided between the sanitary sewer "Standard Specifications for Road and Bridge Construction" adopted 1982 by the of the foundation wall. A valve and box shall be installed at this location. and water lines. Where 18" of separation cannot be provided, or if the water Iine is State of F"Iorida and all supplements thereto. 3. Corrugated metal pipe shall be Aluminum Corrugated Pipe (A.A.M.P,) in actor- to be installed below the sanitary sewer, the sewer shall be constructed of ductile iron dance with AASHTO M-196, and shall be installed in accordance with manufac- 3. Where water lines conflict with storm and sanitary sewer the water lines shall be pipe for a distance of 10 feet on both sides of the water line crossing. 3. See Landscape Plan for treatment of all open/green spaces. turer's recommendation& Particular attention should be paid to the bedding Lowered duringn castrUctiorL r and backfilling in 6 lifts on alternating sides of the pipe, hand tamped to ell- 3. A minimum of 10 feet of horizontal separation shall be provided between the sanitary 4. The locations of existing utilities, such as water mains, sewers, gas lines, etc., as urinate voids. Pipe 15 to 24 diameter shall be 16 gauge and pipe 30 to 36 dia- 4. There shall be a 10' minimum horizontal an18" minirnum vertical separation sewer and water lines, shown on the Plans have been determined from the best available information and shall be 14 gauge with bond joints supplied, by the pipe manufacturer. for between sanitary sewer anwater lines. is given for the convenience of the Sub -Contractor. However, the Engineer and a minimum of two corrugation from each pipe: the pipe used. Bands shall o O-Ring gasket type, ASTM C-443, oral shall accept 4. The sewer Sub -Contractor shall extend 6" sanitary services to within 5' of the Owner do not assume responsibility for the accuracy of the locations shown. 5. A11 2" water service shall be P.Y.C. with solvent -cement welded joints. foundation at the specified invert elevation. The plumbing contractor shall install It shall be the Sub -Contractor's responsibility to contact all utility companies Z a cieanout at this location and connect to the 6" sanitary service.forty-eight hours rior to commencement o construction and have their facilities O Perforated pipe shalt have holes punched or drilled to 5/16" diameter, sand shall P f 6. All 3" water.lines shall be P.V.C. with rubber ring slip-on joints. Q be approximately circular in shape and cleanly cut. If holes are drilled, the holes P �itlocated in the field prior to any work. All sanitary sewer pipe shah be P.V.C. sewer pipe conforming to ASTM D-3034 S.D.R. _ must be free of burrs. Holes shall be located on the neutral axis between crown and valley of corrugations, except that holes shaIi not be located in the neutral 7. All 4" or larger water lines shall be P. V.C. cast iron mechanical joints an35d rubber ring ' and be installed in accordance with ASTM D-2321. 5, Quantities are only estimates and should be re -calculated by the Sub -Contractor slip-on joints. or U axis adjacent to each side of the lock searrL The spacing center to center of P- ) f bid submittals. � holes paratldl to the corrugations shall be 1-7/8". Minimum number of holes per U lineal foot of pipe 6. The Sub -Contractor shall be required to perform an infiltration or exfiltration test 6. the Sub -Contractor's bid shall be comprehensive and include all labor, equipment . shall be as specified in the following table: 8.. P.V.C. shall conform to ASTM D-2241 Plastic Pipe (SDR-PR, Class T) ASTM 1784, whichever is applicable. infiltration shall not exceed 300 gallons r day r inch o and materials necessary to complete all site improvements according to the engineering Type 1, Crude 1, 2000 P.S.i. design stress and be N.S.F. approved, AWWA Class C-900 9 per y per f ry p p Pipe Inside Dia. Min. No. of Holes/L.F. Area of Holes/L.F. (SDR-18) with markings on each section showing conformance to the above diameter per mile of length, or the computed equivalent for shorter lengths of time. Plans and Specifications. (Inches) (Sq. Inches) specifications. All P.V.C. pipe shalt bear the N.S.F. logo for potable water. Rubber 7. The Sib -Contractor shall supply complete "as -built" information relative to inverts, 7. The Sub -Contractor shall restore, off -site construction areas to equal or better 12 160 12.27 joints.shall be gasketed and conform to ASTM D-1869 or ASA A21.11. Solvent- and rim elevations, location o manholes and lengths o cement couplings shall conform to ASTM D-3036. f ,I f pipe. Laterals shalt be condition than existing prior to commencement of construction. 15 200 15.33 located from the centerline of the nearest downstream manhole. 1he information 18 240 18.40 shall be submitted on legibly marked -up prints to the Engineer two weeks after 8. Where applicable, utility trenches crossing pavement areas shall be backfilled with 9. Crate valves 3" and larger shall conform to A WWA C-500, with wrenchnut, extension completion of sewer construction. compacted granular material in accordance with A.A.SH.T.O.-T-99. perforated pipe wrapped in a filter material with minimum searn stems and other appurtenances as required. They shall be iron body, ully bronze All r orated i shall be wra f overlap of 12", mounted, double disk, parallel seat, non -rising stem valves with O-Ring seals and 8. The Sub -Contractor shall meet all requirements, codes and ordinances of the 9. Any field tiles encountered shall be reconstructed and/or realigned to maintain end connections as called for on the Plans. City of Sanford Water & Sewer Dept.. including advance noti ncation prior to p g f' p positive drainage at all times. 4. Underdrai ns shall be installed as required on the Plan, by the Construction Manager/ construction and testing. Engineer or local regulatory agency. Even though underdrains may not be called 10. All tees, caps, plugs, bends, fire hydrants, valves, etc., shall be provided with thrust for on the Plans conditions encountered in the field may rewire installation o blocks. 9. Backfill under " 10. The Sub -Contractor shall immediately notify the supervising Construction Manager f f y a f f pavement shall be approved granular backfill in 6 layers and compacted if any foundation, pavement or utility stake is disturbed. underdrains. Any wet soil conditions, hard pan or suspect soil conditions encountered to 100% maximum density as determined by A.A.&H.T.O.-T-99. shall be brought to the Construction Manager/Engineer's attention for further in- 11. All pipe shall be disinfected and tested in accordance with A WWA Standard C-601 and 11. For identifications in contractual agreements, this set of Plans is dated Jmnuary 23, LLJ vestigation. the City of Sanford Sewer & Water Dept. Standard Specifications. The &fib-Conzractor 10. Kosanchick & Associates, P.A. shall be notified a minimum of 48 hours (2 full working 1985 and any revisions or changes thereafter shall be noted and dated on the affected shall provide at his own expense, all necessary testing equipment, pressure gauges, water days) prior to construction and testing of the sanitary sewer. Phone (305) 830-8310. Plan Sheets. Q Underdrains shall be 6 perforated Pol nn l-chloride i conforming to ASTM meters, water and materials and facilities required for pressure and leakage testing. Phone calls requesting stakin o the sanitary sewer are not considered the 48 hour " Pe f yv' y pipe f 9 9 f '�' D 3033 with perforations as specified in ASTM C-508. Installation shall be in notification requirement. 12. Soil borings and soil engineering services have been provided by Jarnmal & Associates, Inc. _ 101 LL I W I o v m Iq accordance with manufacturer's recommendations and as required in Section 440 12. The water system within the project site shall be privately maintained and owned_ Winter Park, Fla. and additional services will be provided to the Sub -Contractor upon � W> ., (0._(3�(0 of the F.D.O.T. Standard Specifications. Underdrains shall have factory assembled 11. All on -site sewers shall be privately maintained by owner. request to the Owner. This engineering firm assumes no responsibility for the correctness, envelope or nylon screen sock surrounding the drain 13. Backfill under pavement shall be approved granular backfill in 6" layers and compacted accuracy and completeness of their work. to 100% maximum density as determined by A_A.SH.0.-T-99. o 5. Backfill under pavement shall be approved granular backfill in 6" layers and compacted 13. The site, including retention areas, shall be cleared of all obstructions such as fences; N to 100% maximum density as determined by A.A.S.H.O.-T-99. 14. Kosanchick & Associates, P.A. shall be notified a minimum o 48 hours (2 ull workingwalls f' f f , foundations, logs, shrubs, brush, weeds, "other vegetation and accumulations of days) prior to testing of Vie water lines. Phone (305) 830-8310. rubbish of whatever nature. These obstructions shalt be satisfactorily disposed of <t z 3 M 6. The Sub -Contractor shall install 4" & 6" (black) rigid plastic pipe (1,000 Lb. crush) 06 p o for the underground down spout drains (D.S.D.). Where two downspout drains or 15. All materials and construction requirements for the fire service water line, check valves, off -site. ot r� o o Z more connect the Sub -Contractor shall install 6" rigid plastic pipe from the connec- bockflow preventer, gate valves, etc., shall be in accordance with the City o Sanford 14. The site shall be cleared o all trees except those which are designated to be saved or �+J LL r� o « y f f f P 9 ��� our Lion point to the outlet_ All single downspout drains shall be 4 rigid plastic pipe. Sewer & Water Dept. Standards Details and Specifications. relocated. The Sub -Contractor shall bid on the basis that all cleared trees will be removed and satisfactorily disposed of off -site. Before construction the Sub -Contractor shall meet <n cn co o roK) z � f P furnish and install the adapter from the underground N 7. The Sub -Contractor shall - f round 16. The Sub -Contractor shall supply complete "As -built" information relative to the location at the site with the Construction Manager and/or Owner. At this time, any trees to be ;;_Idownspout drains to the building gutter downspout drains. (See architectural of all water lines and services. The information shall be submitted on Iegibly marked -up saved shall be pointed out and tagged. These trees shall be protected from damage. `"®' a (/� Q) p plans for sizing). prints to the Engineer two weeks after completion of water line construction_ � a 8. The Sub -Contractor shall construct water retention areas as shown on the plan unless otherwise approved by the Engineer. �L1 z � J c�mOD O W D iu U-J Q� o Q. ESTIMATE OF QUANTITIES STORM ESTIMATE OF QUANTITIES WATER ESTIMATE OF QUANTITIES - SANITARY �� m zQ QUAN. UNIT DESCRIPTION QUAN. UNIT DESCRIPTION QUAN. UNIT DESCRIPTION T� 2 EA. 6" Compound Master Meter & Pit 3 EA. Sanitary Manhole ON -SITE 925 L.F. 6" Water Line --- -- - - � ® Z m °p 7 LA. Sanitary Sewer Cleanouts o✓ i w 175 L.F. 11" Water Line �'f L0 o 175 L.F. 12" RCP Pipe L.F.15" RCP Pipe.12111 621 L.F. 8" Sewer Pipe 185 P � 7 EA. 1 a" Valve & Box 93 L.F. 6" Sewer Pipe (Services) V 310 L.F. 18" RCP Pipe 9 L.F. 6" Sewer Pipe (Kiser Services) 905 L.F. 24" RCP Pipe 4 EA. Fire Hydrant w/appurtenances, Valve and Vluve Box 1 EA. Storm Sewer Manhole 2 EA. 6" x 6" Tapping Sleeve Valve & Box Q) 2 EA. Underdrain Cleanout 240 L.F. 6" Underdrain ----- - 12 EA. Inlet - F.D.O.T. Type E 2 EA. 15" RCP End Section Section 1 EA. 24" RCP End- -- - - 1 EA. Outlet Structure 15 C.Y. Sand Cement Rip Rap ® O UJ LLJ � Q OFF -SITE Q Q. 245 L.F. 24" RCP Pipe - EA. Storm Sewer Manhole cc �cc a o a Er ..- cn '` SCALE N/A r DATE: 1-23-85 DRAWN: T. J. P. CHECKED: L . J. C. FILE NO SHEET 84 - 5110 10 21-4u U--� .-r- a 31- 411 Nm _� u��"' Ill, 11i 2" 2 /Z t f _ C� Q �1450 BEND 11-1/40BEND 22- I/2°BEND { 90° BEND Q Co A �= , Q 21/4 21 p" 2% I. Thrust Blocks shall be used for all Water Mains and shall be placed against Undist-,Rt 811 811 urbed Earth in Trench:` 2. Thrust Blocks shall be formed and poured u } TEE in such a manner to. avoid Covering or 21_4 R• a ; p - "' OD Prohibiting Access to Pipe Joints. 04 ( -F ►I/2 „� I,,,Z ;� ► 2 3. Minimum of 2560 P S.I. Concrete will be j CROSS used. ` . PLAN TYPE C PAVED AREAS CAST ' -IRON GRATING APPROX. WEIGHT 235 LBS. 21- 4' REQUIRED , THRUST BLOCK AREAS 5 3 2 0 5 4 'a 2^3 5/8"� BASED ON 150 P. S. 1. TEST.. PRESSURE BEARING AREA , TABLE (S QUA RE FEET) PIPE SIZE TEE or. PLUG 900 BEND 450 BEND 22-IIZOBEND 11-1/40 (BEND 4, 6" 2..5 3.0 2..0 l.0 l,0 8 4.0 5.5 3.0 2.0 I.0 10 6.0 8.0• 4.5 3.0 1.5 8.5 11.5 6 .5 4.0 2.0 14 II.O 16.0 9.0 5.0 2.5 ao SECTION A -A TYPE C-A HYDRANT TO BE PLACED WITH PUMPER NOZZLE 3'-6" MINIMUM FACING STREET. (2-2 1/211 Hose Nozzles Q 1-41/211 Pumper Nozzle.) � WORD"WATER" IMPRINTED N z ON COVER HYDRANT TO HAVE -� ff I) I FINISHED .GRADE BREAK SECTION OR REMOVABLE BARREL II (lY I CAST IRON VALVE BOX--` GATE VALVE MINIMUM --� SIZE - 6" ( Turn Le t To Open) - g - HYDRANT BRANCH ` MINIMUM SIZE -6 " CONCRETE THRUST 24"x 24"x 12" CONCRETE 'co BLOCK THRUST BLOCK POURED TO ALLOW FOR DRAIN FIELD. USE 0.5 C.Y. OF !V No. 6 STONE (Mln.).- o , •.. R 4' CONCRETE FOUNDATION BLOCK WATER MAIN UNDISTURBED SOIL FOR ALL SANITARY SEWER MANHOLES Type Frame a Cover 1. Standard 2. Watertight MAIN SEWER 2411Dia. & Under = 48" Diu. 27" to 42" Diu. = 60" Dia. Above 42" Dia. = As Spec. Finished Grade Neenah No. . or Equal With Word _ "Sanitary" Imprinted '� - Manhole Frame On Cover " . ( & Cover FOR ALL SANITARY SEWER MANHOLES Type Frame Q Cover L Standard 2, Watertight v 24 Dlameter. Manhole Frame a Cover Finished Grade u "• Z �.•- it u= _ - n_ � ' Precast Reinforced Q- �. Concrete Slab ' 1 11 (3000 PS. I. l/2 Cement Plaster W Over Concrete Block (Typ.) 6 46 Diameter •'Q. Precast Concrete Risers Min. or 8" Concrete Block(Typ) f a: Flowline Grout Fillet Elevation 1 i � 24"Diom@ter o ' 48" Diameter .c lr- •'O' r 1. ..o..�. Q. GRASS AREAS ' • ."� ', . , •'.'c r .3 a ; 6" Precast Reinforced STEEL GRATING STRAIGHT BARS 211x 3/16" ! �f�f�� �/. /8 LV Concrete Slab RETICULINE BARS I I/4 x 3/t-6 T v (3000 P.S.I. Concrete) L APPROX. WEIGHT 100 LBS. QC� AND VALVE BOX MANHOLE TYPE "AN MANHOLE TYPE ne t� ;`"'' The Frgure4 in this Table are based on 2500 Pounds per' Square Foot Soil Bearing against z � L w o cJ ca �t ' undisturbed Trench Walt and are to represent the Minimum Vertical Projected Area of. the PLAN SYMBOL (Depth Greater than 6") (Depth Less than 6") CCLU (0 Z� Reaction Block In a Plane Perpendicular to a Line Bisecting the Included Angle of / . the Fitting. DITCH ���� INLET aLd TYPE A� A MANHOLE Reaction Blocking as specified in this Chart shall be used at all Thrust Points unless ®O o Q otherwise specified in the Plans. Restrained •Joints may. be used in lieu of Thrust Block- PLAN SYMeoL PLAN SYMBOL -{}- }.. :J� a'o trig If in accordance with Manufacturer's Recommendations and shall be used when a, called for. by the Plans. a; oVJ ao� All Reaction Qlocking and Restrained Jolnling, must be left open until viewed by City Inspector, U uj Z w z 0 1 �,►c �D co " RUSTBLOCK WL nt _ttltU bt hl I►� u�,�i �� ul �trll� I11 = ut Iffr lu Slope - 2: 1 Min. rih or Shoring l! Compacted Backfill - See Composite Utility Plan, Utility Secificolions a ' Undisturbed Earth ,n d Profile Plans • SILTING BASIN 111 "D I/-41'Max. �'/ III Utility Service Conduit Discharge e hur - A ' El v 4 0 Pipe e 9.5 io.. 9 = %u Itt . mr =�It :1:: Modified Type C Inlet • STRAW BALES As REQUIRED W/ 211x 2" -Ln=�=1'_►i Itt=111 �11 1�1�`ll A WOOD STAKES. fF 2 Elev.' 46.10 EI e v. 42.70 SANITARY SERVICE DIMENSION SUMMARY Bldg No A Invert 8 C D E F Invert Is ' 42.03 12.001 116' Cd 28.56% 4.57' 2.00' 50.60 1b 34' 41.60 2.00' 29' @ 13.80% 4.00' 3.00' 50.60 1C 2nt 40.77 4-001 1121 15-25% 1.83' 4.001 50.60 2 71 4n-02 -- 7' (d 138.3% 9.68' -- 50.60 3 71 41.22 -- 7' d 134.0% 9.38' -- 50.60 4 7' 41.60 -- 17' c@ 128.6% 9.00' -- 50.60 5 7' 41.91 -- 7' @ 124.1 % 8.69' -- 50.60 �o Y �co q LLI C) LLJ t-� w�v WIS �. W. Lu CJ Q w o z � 22 Ld c� �a Q) m .�.,1 _0) ooN or (� c) � 0, V .to co c� a e