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HomeMy WebLinkAbout131 Maritime Dr 99-880 (a)ZONE CONTRACTOR ADDRESS _ PHONE # LOCATIOP OWNER ADDRESS PHONE # DA 232-1) k PLUMBING CONTRACTOR llll ADDRESS PHONE # SUBDIVISION: s� PERMIT # / LOT NO. JOB ifTION: CK: '� COST $ ' �1 SQUARE FEET: e/ FEE $ STATE NO. CSC 0 /40 �/O FEE $ 3� ELECTRICAL CONTRACTOR FEE $ ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHI,tECTURAL APPROVAL DATE: FEE $ MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE //Z5- * ` EPI: WEST. ELEVATION N.T.S. i I TAX I.D.# 28-19-30-5NR-0000-0030 TAY in a 71R-1 C—,xn-RAID—nnnn—nno)n PROF Y ` I I I CN of 0 co I N N SCALE: 1" = 30' 1 .1 of 0 0 1 i I CONC. FLUME MARITIME DRIVE EXIST. 6" RECAIM W. L. --------------------------- S. 81 ° 29' 59" W. J?o `'?0 440' x J�o S.C. B.C.C. R/W (PER PLAT) BA STOP SIGN, V � N � f • N. NW- � fn O �O cp. LEMC �- R. tw.» «um M w «XQ OWNED: S = 'r. . EARL LEYTn ROSEM SURVEYING k MAPPING P. O. e= 521107 163 N. COUNTRY CLUB ROAD LONGWr M r6k 32732-1107 LAKE MARY FLA. (407) 33;F -6W7 (407) 322-2213 See 6' LONG PRECAST CONCRETE BUMPER 2' MAX. N I I 3» L � ♦. R -I (2) No. 5 DOWELS - 3' LONG PRECAST BUMPER DETAIL (20' STALL) N.T.S. HANDICAP SIGN BOT OF SIGN TO BE 7' ABOVE GRADE. 4' 4' SIDEWALK I GRADE EL. 3' NOTE: SWALE TO BE SODDED. SWALE "A" SECTION N.T.S. ELEV. RETAINING WALL GRADE 6" CAP FILL SOLID 'v < 5 BARS 0 6' 0/C fNG�I OA. ENERGY DISSIPATER HANDICAP PARKING SPACE STRIPING GRADEH t �»ss�Opf 3' \ rn . • • 4" 3 � 4" 6" 2 6" 4" I� y - \ ♦ 2D" L- T 32.75 8" 6" 2"R CONC. PAVT. 3/4" R. MOUNTABLE CURB DETAIL DOT INDEX # 300 (CONC. CURB TY:::-' Z I EXPAt,�,,.,, .,,...T 6" CONC. (3 WITHIN R/W 1 w., TAX I.D.# 28-19-30-5NR-0000-0030 TAX I.D.# 28-19-30-5NR-0000-0020 NOTE: (HANDICAP SIGN ONLY) SEWER 1.) ALL LETTERS ARE "1' SERIES "C", PER MUTCD. I � I rA o 0 , ,/2• nq,. ;,, Y 2.) TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED �.�, �• ,�':�' ,� (ENGINEERING GRADE) BLUE BACKGROUND HATH LOT LOT WHITE REFLECTORIZED LEGEND AND BORDER. 41,935 3.) BOTTOM PORTION OF SIGN SHALL HAVE A tr REFLECTORIZED (ENGINEERING GRADE) WHITE 72,160 BACKGROUND WITH BLACK BORDER. PARKING BY UTILITY DISABLED PERMIT 4.) ONE SIGN REQUIRED FOR EACH PARKING SPACE. ONLY SITE AREA 99,660 5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH $250.00 FINE SECTION 24-23 OF THE MANUAL ON UNIFORMED THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING TRAFFIC CONTROL DEVICES (MUTCD) CITY ORD. i�_ 3211 THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM 11 7/IY UTILITIES BEFORE CONSTRUCTION COMMENCES. HANDICAP SIGN ELEV. RETAINING WALL GRADE 6" CAP FILL SOLID 'v < 5 BARS 0 6' 0/C fNG�I OA. ENERGY DISSIPATER HANDICAP PARKING SPACE STRIPING GRADEH t �»ss�Opf 3' \ rn . • • 4" 3 � 4" 6" 2 6" 4" I� y - \ ♦ 2D" L- T 32.75 8" 6" 2"R CONC. PAVT. 3/4" R. MOUNTABLE CURB DETAIL DOT INDEX # 300 (CONC. CURB TY:::-' Z I EXPAt,�,,.,, .,,...T 6" CONC. (3 WITHIN R/W 1 w., TAX I.D.# 28-19-30-5NR-0000-0030 TAX I.D.# 28-19-30-5NR-0000-0020 5" CONCRETE (3000 Fsl 6' CHAIN LINK FENCE WITH P. V. C. SLATS DUMPSTER ENCLOSURE DETAIL ___z_/ 11111=11111= . 11111=11111=11111=11111=11111=11111=11111=!i;''=1 = . UTILITIES . . SEWER DRIVEWAY DETAIL ADSLGATES� LOT 2e LOT 23 LOT 24 LOT 25 J SITE rA o 0 SOLID WASTE CITY: OF SANFORD LOT 4 1 Lor 3 cl �. ~ 0,694 LOT LOT ! 41,935 0.963 42.08 51TEWORK: 72,160 U 5" CONCRETE (3000 Fsl 6' CHAIN LINK FENCE WITH P. V. C. SLATS DUMPSTER ENCLOSURE DETAIL ___z_/ 11111=11111= . 11111=11111=11111=11111=11111=11111=11111=!i;''=1 = . � 0 0 � V a 0 a a o .LOCATION MAP A c a l >1 PARKING LOT SECTION •b 0 b b "b•' \ J pyo \ PROF o" 1 I N SCALE: 1" - 30' CONC. FLUME I 34 33 32 31 a SECT. THRU WESTERLY DRIVE ELEVATION SECTION SECT. THRU RETAINING WALL CONCRETE FLUME DETAIL N. T. S MA_RITIML DRIVE ------------ ---- EXIST_6" RECAIM W -L------ ------------- ------ a 0 Li `?o S. 81' 29' 59" W. S.C. B.C.C. R/W (PER PLAT) 33 S.y`L 32 31 30 a SECT. THRU EASTERLY DRIVE h a 0 61 / STOP SIGN/ '?o 440' �?o UTILITIES . . SEWER CITY OF SANFORD WATER RECLAIMED POWER CITY 01 S/ •FORD WATER CITY Of,3kNFORD FLA. F':f:NE- AND LIGHT SOLID WASTE CITY: OF SANFORD � 0 0 � V a 0 a a o .LOCATION MAP A c a l >1 PARKING LOT SECTION •b 0 b b "b•' \ J pyo \ PROF o" 1 I N SCALE: 1" - 30' CONC. FLUME I 34 33 32 31 a SECT. THRU WESTERLY DRIVE ELEVATION SECTION SECT. THRU RETAINING WALL CONCRETE FLUME DETAIL N. T. S MA_RITIML DRIVE ------------ ---- EXIST_6" RECAIM W -L------ ------------- ------ a 0 Li `?o S. 81' 29' 59" W. S.C. B.C.C. R/W (PER PLAT) 33 S.y`L 32 31 30 a SECT. THRU EASTERLY DRIVE h a 0 61 / STOP SIGN/ '?o 440' �?o B X It' C::P - el.00K Eti'V;'vY CrS�A rvS PLAN V'= )e' ;UTILITY CONNECTION FEE �...._. , W `n ALL CC'-, 7-CTIOINS TO WATER AND n^-nUi"E THAT �• c - +i7 Pi NT �t'.. - _..� :.:i:�:= .O IONS %A LEGEND 4'•- FLOW DIRECTION o a� 0 wco-. U 0 o o EXISTING GRADES �(? PROPOSED GRADES B X It' C::P - el.00K Eti'V;'vY CrS�A rvS PLAN V'= )e' ;UTILITY CONNECTION FEE �...._. , W `n ALL CC'-, 7-CTIOINS TO WATER AND n^-nUi"E THAT �• c - +i7 Pi NT �t'.. - _..� :.:i:�:= .O IONS %A LANDSCAPE LEGEND: Ft , �„„• 22. FIRE DEPT. REQUIRES KNOX BOX (KEY LOCK BOX) 141 MARITIME DRIVE �• lr J�114�-IQr! LIVE OAK OR OTHER PERMITTED TREES V.11(10' HT. - 2" CAL.) AT 4.5 FT. FROM BASE. 23. SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE, ,- - 0�-l+�s 'Y 24. THERE ARE NO WET LANDS ON THIS SITE. ..,.,.•.. - - , �Ns G25LUGUSTRUM OR VIBURNUMS (24" HT. PLANTED 30" o/c). 25. CONTRACTOR TO SOD OR SEED AND MULCH THE PROPERTY BEHIND THE BUILDING. __i,I,Q. Cn�' "' D 0 INDICATES EXISTING TREES TO REMAIN. 26, SECONDARY POWER TO BE PROVIDED OVERHEAD. L t:•-'�) 030-5671 •r • INDICATES EXISTING TREES TO BE REMOVED. a z �3 0 r THE CONTRACTOR SHALL PROVIDE A RATIO OF 1:10 li� FOR SHRUBS IN ALL INTERNAL LANDSCAPE ISLANDS. 9 = >� U w F ALL'LANDSCAPING SHALL BE FLORIDA #1 QUAILITY. �-�i ' 6. rw.y � ��• T EROS:r. CC0:'z0, w :, •t3 a 5 - � a � CONT?=ST:IP TO INSTALL EROSION CONTROL PARKING LOT LIGHTING LEGEND: FENI~`:S Cr: 1,►tc:r,!!E DRIVE, THE REAR INDICATES LUMINAIRE FROM BUILDING. PRI? ,v L (R. R. R/W), AND ALONG THE ."� Cr E?ANK OF SMITH CANAL CC0:T?tCTC? IS TO MAINTAIN EROSION t:%.7'- SITE IS DEVELOPED. TAKE BACK CALCS. FOR IRRIGATION SYSTEM, TOTAL ACREAGE = 99,660 SF. (2.288 AC.) SITE STATISTICAL DATA A LOT 2 AND 3 "GENERAI_ NOTES" o a� 0 wco-. U 0 o o r_ _.... X OF SITE BUILDING AREA 30,225 0,694 o o a O PAVEMENT AREA 41,935 0.963 42.08 51TEWORK: 72,160 U 72,42 UTILITY GENERAL NOTES: 0.631 27.58 SITE AREA 99,660 2,288 T 100.00 1. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING b 1. THE CONTRACTOR SHALL LAY THE WATER LINE AND SERVICES A MINIMUM UTILITIES BEFORE CONSTRUCTION COMMENCES. OF 3'-0" BELOW FINISHED GRADE, TO THE TOP OF PIPE. ALL v o i w; P.V.C. PIPE SHALL BE WRAPPED WITH #14 INSULATED SOLID COPPER 2. THE SOIL SHALL BE COMPACTED OF 98� OF MODIFIED PROIbTOR MAXIMUM WIRE AS REQUIRED BY THE CITY OF SANFORD. DRY DENSITY AT OPTIMUM MOISTURE CONTENT AT BUILDING AND PARKING. U �, •�, .° A „ 3. ALL CONCRETE SHALL CONFORM TO ACI 318 AND SHALL ATTAIN A r y0 2. WATER SERVICES FROM WATERLINE TO METER BOX SHALL BE 1 COPPER, WATER MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS. 03 �° SERVICES FROM WATER METER BOX TO BLDG. SHALL BE POLYETHYLENE. °' 4. THE CONTRACTOR SHALL FORM SIDEWALKS, CURBS, TRASH PADS, ETC., iN ,� •� oo '� ;� 3. ALL PIPE SHALL BE DISINFECTED AND TESTED. THE TESTING RESULTS ACCORDANCE WITH THE SITE GRADING PLAN AND SPECIFICATIONS ANDt SHALL BE SUBMITTED IN ACCORDANCE WITH LDR, SCHEDULE N. 60 ENGINEERING PLANS. v) aVi MATERIALS AND TESTING. 5. THE CONTRACTOR SHALL CONSTRUCT WATER RETENTION AREAS AS SHOWNp 'D "'*a cu° 4, ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, GREATER THAN 4", ON THE PLAN UNLESS OTHERWISE APPROVED BY THE ENGINEER AND "HE CITY. .0 o . v :o w SHALL BE PROVIDED WITH THRUST BLOCKS. 6, BOTTOMS OF ALL RETENTION AREAS TO BE SEEDED AND MULCHED. 5. THREE QUARTER INCH WATER SERVICE SHALL BE POLYETHYLENE PRESSURE TUBING 7. ALL LANDSCAPE AREAS TO BE SODDED. U ~ A o a •4 cu CONFORMING TO AWWA C-901-78, 200 PSI, DR -9. o o rA , 8. ALL LANDSCAPE AREAS TO BE IRRIGATED BY UNDERGROUND 6. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEWER, THE IRRIGATION SYSTEM. Q U P.4 WATER LINES SHALL BE LOWERED DURING CONSTRUCTION. T, 9, PARKING LOT STRIPING SHALL BE F.D.O.T. WHITE TRAFFIC 7. ALL UTILITY CONNECTION LOCATIONS ARE TO BE VERIFIED IN THE FIELD.,RATED PAINT. 8. ALL SANITARY SEWER PIPE SHALL BE P.V.C. SEWER PIPE CONFORMING 10, 30" STOP SIGN SHALL BE OF HIGH INTENSITY REFLECTORIZED TO ASTM D-3034, AND BE INSTALLED IN ACCORDANCE AS SPECIFIED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL WITH ASTM D-2321. DEVICES AND LOCATED AS SHOWN ON SITE PLAN. +, 11. STOP BAR SHALL BE 24" WIDE, WHITE PAINT AND LOCATED 9. SINGLE RECLAIM METER BOXES SHALL BE IDENTIFIED AS RECLAIMED WATER AS SHOWN ON SITE PLAN. DETER BOXES LOCATED IN RIGHT OF WAY. 12. HANDICAP SYMBOL SHALL BE WHITE PAINT, 10. ALL UTILITY STUB OUTS HAVE BEEN LOCATED BY THE SURVEYER.13. ALL ADDRESS NUMBERS SHALL BE VISIBLE AND READABLE FROM STREET. m 14. INSTALL "NO TRESPASSING, CONSTRUCTION SITE" SIGN AS SPECIFIED IN FLORIDA STATUTE 810.09, PARAGRAPH D. 15, POST THE EMERGENCY NIGHT PHONE NUMBER ON THE BOTTOM OF THE BUILDING PERMIT. " 16. RAMP ALL SIDEWALKS FOR THE HANDICAP (MAX. SLOPE 12:1). 17. DEVELOPER WILL OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED. 18. 6" PVC. CHASE UNDER DRIVEWAY. 19. RAISED CURBING AROUND LANDSCAPE ISLANDS AS -SHOWN. 20. DUMPSTER SITE TO BE IN ACCORDANCE WITH SECT. 5.2 PARAGRAPH 6.7 SUB. 6.7 OF THE L.D.R. 21. OWNER / DEVELOPER WILL CONTRIBUTE TO A SANFORD CENTRAL PARK SIDEWALK INSTALLATION FUND AMOUNT TO BE DETERMINED LANDSCAPE LEGEND: Ft , �„„• 22. FIRE DEPT. REQUIRES KNOX BOX (KEY LOCK BOX) 141 MARITIME DRIVE �• lr J�114�-IQr! LIVE OAK OR OTHER PERMITTED TREES V.11(10' HT. - 2" CAL.) AT 4.5 FT. FROM BASE. 23. SITE IN NOT WITHIN THE 100 YEAR FLOOD ZONE, ,- - 0�-l+�s 'Y 24. THERE ARE NO WET LANDS ON THIS SITE. ..,.,.•.. - - , �Ns G25LUGUSTRUM OR VIBURNUMS (24" HT. PLANTED 30" o/c). 25. CONTRACTOR TO SOD OR SEED AND MULCH THE PROPERTY BEHIND THE BUILDING. __i,I,Q. Cn�' "' D 0 INDICATES EXISTING TREES TO REMAIN. 26, SECONDARY POWER TO BE PROVIDED OVERHEAD. L t:•-'�) 030-5671 •r • INDICATES EXISTING TREES TO BE REMOVED. a z �3 0 r THE CONTRACTOR SHALL PROVIDE A RATIO OF 1:10 li� FOR SHRUBS IN ALL INTERNAL LANDSCAPE ISLANDS. 9 = >� U w F ALL'LANDSCAPING SHALL BE FLORIDA #1 QUAILITY. �-�i ' 6. rw.y � ��• T EROS:r. CC0:'z0, w :, •t3 a 5 - � a � CONT?=ST:IP TO INSTALL EROSION CONTROL PARKING LOT LIGHTING LEGEND: FENI~`:S Cr: 1,►tc:r,!!E DRIVE, THE REAR INDICATES LUMINAIRE FROM BUILDING. PRI? ,v L (R. R. R/W), AND ALONG THE ."� Cr E?ANK OF SMITH CANAL CC0:T?tCTC? IS TO MAINTAIN EROSION t:%.7'- SITE IS DEVELOPED. TAKE BACK CALCS. FOR IRRIGATION SYSTEM, TOTAL ACREAGE = 99,660 SF. (2.288 AC.) SITE STATISTICAL DATA A LOT 2 AND 3 DESCRIPTION SQ.FT. ACRES X OF SITE BUILDING AREA 30,225 0,694 30,34 PAVEMENT AREA 41,935 0.963 42.08 IMPERVIOUS AREA 72,160 1.657 72,42 LANDSCAPE AREA 27,500 0.631 27.58 SITE AREA 99,660 2,288 T 100.00 IRRIGATED ACREAGE = 27,500 SF. (0.631 AC.) > a d: $ o � o ; ps^-•�; � P: 02 -_?E ,BENTS: o r ' .n POTABLE WATER USAGE = 1 E.R.U. * 270 G.P.D. = 270 G.P.D. &,' v � - u 8 2 SPACES ACES FCR THE FIRST 4,000 S.F. RECLAIMED WATER USAGE = 22 HDS., ® 5 GPM. = 110 GPM. * 15 = 1,650 GPD. • D� 0 :R� a ° r F �, 1 SPACE- FCR EACH 1,000 S.F., IF LEGAL: � � � � � a F �` a as I -5i1A�� fSt` OR STORAGE, OR THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER • A�. z ., •N E15 t - t S:�t''E FCR EACH 500 S.F. IF MFG. DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT LOTS 2 AND 3 SANFORD CENTRAL PARK PHASE II, AMENDED a AND TO EACH LOT AND TRACT WITHIN SAID DEVELOPMENT. u -.--S S FECV•RES A MIN. OF 29 SPACES LESS THE WEST 30 FEET OF LOT 2. SECTION 28, TOWNSHIP cz >R 9pU y U a CD cn U ACTUt_ PAcR ,- GJ SPACES 32. A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING 19 SOUTH, RANGE 30 EAST. AS RECORDED IN PLAT BOOK a RECLAIMED WATER, SHALL BE INSTALLED BY THE 54, PAGES 8, 9, AND 10, SEMINOLE COUNTY, FLORIDA. DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL - - - - - - - -' LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED AREAS, FOR THE PROPOSED DEVELOPMENT AND EACH LOT NOTE: � AND TRACT, THEREIN. 1 SHADED PORTION OF BUILDING AND PARKING LOT, FLOW REAR SWALE_ (22.345 S.F. = 22.429 OF IMPERVIOUS AR ) - - 48 HOURS BEFORE YOU DIG ', DEC 07 1998 CALL SUNSHINE 1-800-432-4770 ; _______________________ IT'S THE LAW IN FLORIDA REVISIONS PROJECT ENGINEERING - - - PROJECT NUMBFIR SURVEYOR: SURVEYING & MAPPING NO. DATE BY 740 FLORIDA CENTRAL PARKWAY OFFICE / WAREHOUSE 0 1E5 N. COUNTRY CLUB ROAD SUITE 2052 98-015 LAKE VARY FLA. 1. 11-12-98 H.R. LONGWOOD, FLORIDA 32750 SCALE (407) 322-2213 (407) 830-7473 #131 MARITIME DRIVE 2. 11-18-98 H.R. PAVING, DRAINAGE, UTILITY 1 30' " = DATE 3. 12-03-98 H.R. AND LANSCAPE PLAN 10-15-98 4• ENGINEER: DONALD E. PFLUEGER DRAWN BY: DATE -_ CHECKED BY DATE 5. P.E. NO. 13831 H.R. 10-12-98 D.E.P. 10-14-98 SHEET 1 OF 1 0^ El:--- 1£fF=? P. C c:r !21107 101• 0 'COO FLA- 32752-1107 (4.^.r 3`;-f:)07 A p, d v ; g Sa: va R, � bD A u �, •� � : tj � b q h ' .C3 . v 1= A CAly 1Y A r y0 O IRRIGATED ACREAGE = 27,500 SF. (0.631 AC.) > a d: $ o � o ; ps^-•�; � P: 02 -_?E ,BENTS: o r ' .n POTABLE WATER USAGE = 1 E.R.U. * 270 G.P.D. = 270 G.P.D. &,' v � - u 8 2 SPACES ACES FCR THE FIRST 4,000 S.F. RECLAIMED WATER USAGE = 22 HDS., ® 5 GPM. = 110 GPM. * 15 = 1,650 GPD. • D� 0 :R� a ° r F �, 1 SPACE- FCR EACH 1,000 S.F., IF LEGAL: � � � � � a F �` a as I -5i1A�� fSt` OR STORAGE, OR THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER • A�. z ., •N E15 t - t S:�t''E FCR EACH 500 S.F. IF MFG. DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT LOTS 2 AND 3 SANFORD CENTRAL PARK PHASE II, AMENDED a AND TO EACH LOT AND TRACT WITHIN SAID DEVELOPMENT. u -.--S S FECV•RES A MIN. OF 29 SPACES LESS THE WEST 30 FEET OF LOT 2. SECTION 28, TOWNSHIP cz >R 9pU y U a CD cn U ACTUt_ PAcR ,- GJ SPACES 32. A FULLY AUTOMATIC IRRIGATION SYSTEM, UTILIZING 19 SOUTH, RANGE 30 EAST. AS RECORDED IN PLAT BOOK a RECLAIMED WATER, SHALL BE INSTALLED BY THE 54, PAGES 8, 9, AND 10, SEMINOLE COUNTY, FLORIDA. DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL - - - - - - - -' LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED AREAS, FOR THE PROPOSED DEVELOPMENT AND EACH LOT NOTE: � AND TRACT, THEREIN. 1 SHADED PORTION OF BUILDING AND PARKING LOT, FLOW REAR SWALE_ (22.345 S.F. = 22.429 OF IMPERVIOUS AR ) - - 48 HOURS BEFORE YOU DIG ', DEC 07 1998 CALL SUNSHINE 1-800-432-4770 ; _______________________ IT'S THE LAW IN FLORIDA REVISIONS PROJECT ENGINEERING - - - PROJECT NUMBFIR SURVEYOR: SURVEYING & MAPPING NO. DATE BY 740 FLORIDA CENTRAL PARKWAY OFFICE / WAREHOUSE 0 1E5 N. COUNTRY CLUB ROAD SUITE 2052 98-015 LAKE VARY FLA. 1. 11-12-98 H.R. LONGWOOD, FLORIDA 32750 SCALE (407) 322-2213 (407) 830-7473 #131 MARITIME DRIVE 2. 11-18-98 H.R. PAVING, DRAINAGE, UTILITY 1 30' " = DATE 3. 12-03-98 H.R. AND LANSCAPE PLAN 10-15-98 4• ENGINEER: DONALD E. PFLUEGER DRAWN BY: DATE -_ CHECKED BY DATE 5. P.E. NO. 13831 H.R. 10-12-98 D.E.P. 10-14-98 SHEET 1 OF 1 0^ El:--- 1£fF=? P. C c:r !21107 101• 0 'COO FLA- 32752-1107 (4.^.r 3`;-f:)07 SQUARE EDGE TRENCH WIDTH VARIES CROWN TRENCH IN UNPAVED T•AV9AENT (TYP,) Of EXISTING ARCAS, (3" MIN.) W/ SIZE Of PIPE (SEE NOTE 8 FOR OTHER FINISHED GRADE RLSTORATION) s`�' = _ _ ` = _ � - ..-_ - ,{;mac:•:. Vol MIN. ASPHALTIC CONC. `/ _'C{ �. (/• i 1. SI If)ri ANGLE MAY VARY A'' a SEE NOTE 2 ✓,ti• o::1,� °' z �S[[ NOTE 4 o: 1 PIP. E 0.0. . AKI. 1 - 12" (IYP):�. /' ..,r `•� SELECT Z w \ ! COMMON W+ C) i FILL m z UNDISTURBED 311c It "'�{ Z. °w W EARTH (SEC NOTE 3) v NOTCS: 1. PIPC DFODING: SEIECI COMMON FILL COMPACTED TO 957. OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL; COMMON FILL COMPACTED TO 9".. OF TIIE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 75-100 P.S.L. SHALL BE USED WHERE EXISTING PAVED AREAS ARC AFFECTED, 3. PIPE RIDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK RI ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY DE REQUIRED AS DIRECTED BY THE CITY. 4. (•): 15" MAX, FOR PIPC DIAMETERS LESS THAN 2C, AND 24' FOR PIPE OtAMCICR 24" AND LARGER, THE MINIMUM DISTANCE SHALL EQUAL THC OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT DE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIREC71ON 0 THE FLOW, 7. RCFCR TO SECTION 32,5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS, SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8, FINAL RESTORATION IN IMPROVED AREAS SHALL BE II COMPLIANCE WITH ALL APPLICABLE REGULATIONS Of GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. ZYH B E FDDING AND OPEN -CUT DETAIL 8" 10" CITY OF SANFORD 2 4" 30" MAY 1997FIG. 100 MINIMUM LENGTH (FT) TO bE RESTRAINED ON EACH SIDE OF FITTING(S). • P P C DIMEN SIZE (INCITES) A R C 0 PIPE SIZE Qom' 8" 10" 12.. 16" 7 0" 2 4" 30" 3 6„ 90' DENO 20, (TYP,) r �� Ra°t'` JOINTS 14 RAPS MIN, (TYP.) 45' BEND 81 (•): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", Z A< :'t':1t'•' •Ii«�J. •'i UNDISTURBED -ti`..; ,ti>,;'1,?�ya�yry;` EARTH3t'11u,.dA`'�.:v'..i� _.••.yJti.//�. �^ 'r`` _3000 22-1/2' BEND 4 1 CttutoR �.{!•.{, A. , { D 4'-O" MIN.\:!;EC TRENCH DETAILS CONCRETE P% !'' • i { 11-1/4' BEND 21 3" COVER REQUIREMENTS 1-1/2" PVC SLEEVE SHEETING•-••t�; q ;r{!� .` • . /T` PLUG OR BRANCH OF TEE 151 ( Y PORT WITH SIDES CAN �- EQUAL TO OUTSIDE DIAMETER OF PIPE. ILL NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. IiJSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGiII SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED J0114TS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5, LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: TYPE OF PIPE:-----------• WORKING PRESSURE: ------- P,S.1.• SOIL DESIGNATION:--------- LAYING CONDITIONS: -------• 6, FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. • TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE, CITY OF SANFORD MAY 1997 FIG. 104 BLUE PVC WITH WHITE IETTERIIC wIITH IpWEPLETTCRING ATERTa �-^ 21" MAIN POTABLE AT N MAIN MAX• {POTABLE WATER MAIN POIA 1) LETTERING SHALL APPEAR ON THREE 3) LETTERING MUST RE PERMANENTLY SIDES OF THE PIPE AND RUN THE IMPREGNATED INTO THE PVC (IT ENTIRE LENGTH OF THE PIPE. CAN NOT BE STENCILED ONTO THE SURFACE OF TIIC PIPE. 2) LETTERING SHALL HE A MINIMUM 3/4 - RI HEIGHT AND APPEAR ONE OR 4) LETTERING SHALL HE BLUE ON MORE TIMES EVERY 21 INCHES ALONG WHITE PVC OR WHITE ON BLUE THE. LENGTH OF THE PIPE. PVC. PVC POTABLE WATER MAIy NTS TYPICAL METAL PIPE 2.0" - 4" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN ,y'+r,>• r7J>'1/ rin, -J r".••�»..r, rT,Iy-n-+T''G'/ 7 6" - 16" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. NITR .11TA 114Y101 WYR .111» yw"01 WTR tlll'A flrl"0 ��I././ MAIII VAll.-1M11 -All■ W.IM 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE . WITH A THIRD STRIP CENTERED ALONG IOP HALF OF PIPE. y .11..111A flarloJ MrR .IIrA 1)9r1o1 InrR Y71r. lwrinJ i� 'lllt/.C"I%.J'ffJ:r?.:7f.CYl:IXl.�✓l71•Z'1.:47.tL:CXJX tL''''l..:XLC:%YSr:::C(flx'SFJ'lk.� �;.," N •''i 1.11.E wAIIR MART 10IAYLf -,LILA YAr rolA.11 wAl[Y u. � f �i„ '�1.•JS!rJJ1XY17lIJ7XlYPJl.YXl11.1J'X711!liG7..LJlJ .,.;IISCIG::!.:!tY:;. 2.2'..�i7.C:?.� i /Jf/ - ` 12" SPECIFIED 1411 W N MAX. TOI..0 -,IFR A. ,) 1" FILL" ""A 7" � PER PIPE Iy/ DIAMETER BLUE TAPE WITH BUCK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. .QUS?1LE IRON POTABLE WATER T.iA1M WITH IDENI1f1CAT10N TACE NTS PIPE I D EIrIIEICATIO (POTABLE_ WAIER) CITY OF SANFORD MAY 1997 FIG. 110 SQUARE CUT EDGE TRENCH WIOTN VARIES CROWN TRENCH IN UNPAVED OF C%ISTINC AREAS. (3- MIN.) PAVMENT (TYP.) w/ SIZE OF PIPE (SCC NOTE 8 FOR OTHER FINISHED GRADE RESTORATION) rt ,� >y 4 ' 2 MIN. ASPALTIC CONC. S • �Yf�i• i � I�J`v� 7 Y �• ANGLE MAY VARY-, x a SEE N01E 2``Sr. i .\S\�•�� SFC NOTE 11`'V.�\'.11 N w vl \ C M PIPE O.D. J r 12" (TYPj SELECT COMMON Z0 w - FILL u c 2 I +1 eo f... ii•' w w �� � „ �� r'� BE)DING ROCK a v �A.&bSk3 3 PIPE BEDDING (SEE NOTE 8 8 9) y✓.gu�,.9,Y t, ..... ✓\ r \ UNDISTUROEO EARTH NOTCS: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180, 2. TRENCH BACKFILL• COMMON FILL COMPACTED TO 957. OF THE MAXIMUM DENSITY AS PER AASHTO 1-180, FLOWABL.E FILL, 75-100 P.S,I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AfFCC1E0. A BEDDING T MIN N THE D IR 1 3. USE OF TYPE OC DI C 0 OC DETERMINED I C FIC: AS DIRECTED BY TIC CITY. A. (•)' 15' MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24"'AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PCRMITTEO IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH DELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT, B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DAIMETER 16" AND LANCER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BFDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN TETE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REOVIRED TO REACH A SUITABLE FOUNDATION. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD MAY 1997 FIG. 101 TRENCH LIMITS- 16" MIN. I t/ ' ?"✓%'t N4 OARS ALL AROUND (MIN, 2" CLEARANCE b AROUND PIPE,) � e 6" MIN. (TYP.) A I� TIC RODS INCLUDING 4" x i x 1/2' P P C DIMEN SIZE (INCITES) A R C 0 NUTS AND WASHERS HOT DIPPED CALVIN17ED ,,,�.,�, roLwA ..•u 1■cc...Ica •..c.I f_A`1 • r.) %to■r SEWER (SEE SCHEDULE BELOW) OR STAINLESS STEEL\ -•-I I -r- C ;6' MIN.) "0' "E BEARING PLATE \\� 1997 MECHANICAL (TYP,) r �� Ra°t'` JOINTS 14 RAPS MIN, (TYP.) ACCLAIMED' A' C/c i (•): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", Z A< :'t':1t'•' •Ii«�J. •'i UNDISTURBED -ti`..; ,ti>,;'1,?�ya�yry;` EARTH3t'11u,.dA`'�.:v'..i� _.••.yJti.//�. �^ 'r`` _3000 If BST K I JC CttutoR �.{!•.{, A. , { D 4'-O" MIN.\:!;EC TRENCH DETAILS CONCRETE P% !'' • i { FOR PIPC DCDDING ENCASE TIE RODS IN 3" COVER REQUIREMENTS 1-1/2" PVC SLEEVE SHEETING•-••t�; q ;r{!� .` • . /T` NOTES: I. ADDITIONALREINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2, MINIMUM COMPRESSIVC STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. S. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIrIED ELSEWHERE IN THE STANDARD DRAWINGS. 4, ALL FORM BOARDS SHALL DE REMOVED PRIOR TO DACKFILL. S. NO ALLOWANCE SHALL BE MADE FOR FRICTION DCTWCCN THC PIPC WALL AND THC THRUST COLLAR. 6. DESIGN PRESSURE: P.S.I.• SCHEDULE OF DIMENSIONS AND MATERIALS A P P C DIMEN SIZE (INCITES) A R C 0 RSIONS 11[ IOUs C 'D 0 DIA, NO. ,,,�.,�, roLwA ..•u 1■cc...Ica •..c.I f_A`1 • r.) %to■r SEWER Acc(PtAllt CITY OF SANFORD "0' "E MAY 1997 FIG. 105 y �� Ra°t'` L( A STAMP AS REDID. MIN, (TYP.) ACCLAIMED' A' C/c I. (•): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", Z A< :'t':1t'•' •Ii«�J. •'i m1 fAWTA■T _3000 If BST K I y CttutoR �.{!•.{, A. , { SIDES CAN 110 - `Y,� CONCRETE P% !'' • i { NOtEI TNAVST BLOCK AREAS 10 BE COwPNTEO ON BASIS W LBS. PEA So. FT. SOIL RLSIRAINI (1,500 MIN) BE,.RINC. SEE NOTE S • 10 It COMPUTED or ENcINEEK. WATER MAiN THRUST COLLAR DETAIL ,,,�.,�, roLwA ..•u 1■cc...Ica •..c.I f_A`1 • r.) %to■r SEWER Acc(PtAllt CITY OF SANFORD "0' "E MAY 1997 FIG. 105 GROUND LEVEL 1e 1VINYL CONTINUOUS IDENTI- MAX' S6- FICATION/WARNING TAPE MIN, TYPICAL UTILITY PIPE LfJ_I [BAL_NOTES A. ALL UTILITY PIPE, EITHER PVC OR METAL. SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY, IT $HALL HE COLOR CODED AND WOROCO AS FOLLOWS: 1, POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW OR SIMILAR WORDING. BURIED BELOW' OR SIMILAR WORDING. 2. RECIAIMED WATER 4. SEWER FORCE MAIN A. COt OR:PURPLC WITH WHITE IETTERING. A. COLOR: DROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RLCLAWED WATER B. LIATLRING: "CAUTION: SEWER FORCE LINE BURIED BELOW' OR SIMILAR MAIN BURIED BELOW OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED NON-METALLIC MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SCE FIG. 400) JUDLITY PIPE_ IDENTIFICATION /WARNING MATERIAL" (5E_WER. POTABIE_'A_TER. AND BEC-LAIMED WATER) CITY OF SANFORD MAY 1997 FIG. 111 UNDISTU EARTH SEE NOTE 1 rLL1::: SHEETED TRENCH UNSHEEtFD TRENCH 14--W.:n'.- 2 ■1B•CG S(►ARAMN REOUIREMENtS (TYP.) ,,,�.,�, roLwA ..•u 1■cc...Ica •..c.I f_A`1 • r.) %to■r SEWER Acc(PtAllt NOTES: 10" MIN "0' "E 10" MIN. "D" SEE NOTE 1 y �� Ra°t'` L( A STAMP AS REDID. MIN, (TYP.) ACCLAIMED' A' C/c I. (•): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", Z A< :'t':1t'•' •Ii«�J. •'i m1 fAWTA■T _3000 If BST K I y CttutoR �.{!•.{, A. , { SIDES CAN 110 - `Y,� CONCRETE P% !'' • i { r ''' • OE FORMED A •� SHEETING•-••t�; q ;r{!� .` • . /T` b , CONCRETE ARCH �r`t • yI J k = pp--- • • {'!.: , ': • •.'.4�fh'.-t5''- 3000 P.S.I. ol 1,••.,•i { {•,•F, VPYC CONCRETE BEDDING 1 ROCK b �_ �(� ..f��rJ,,.'�•�'�{:{tiVl 1 I YZf,N .1LI �,�!�: 4t: , i ;1,!'J4••'' "� ~- UNDISTURBED FULL ENCASEMENT SHEETED TRENCH UNSHEETED TRENCH CONCRETE ■.Lt,• 14--W.:n'.- 2 ■1B•CG S(►ARAMN REOUIREMENtS PROPOSED UTILITY ,,,�.,�, roLwA ..•u 1■cc...Ica •..c.I f_A`1 • r.) %to■r SEWER Acc(PtAllt NOTES: 10" MIN "0' "E NOTE I 101,11.1 TK. DISC ANCHORED IN y �� Ra°t'` 1u STAMP AS REDID. MYP.) SEE u.r•a .OILS. K. ACCLAIMED' A' C/c I. (•): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", Poo I m1 fAWTA■T to, If BST K I L CttutoR ANO 24' MAX. FOR PIPE DIAMETER 24" AND OVER. � • 110 - `Y,� kA_%0.X.E �• _ • • r VALVE (TYP.) CAST P,** JOINT FILLER A FOR CONCRETE ARCH, THE LAIN. WIDTH SHALL BC SIIELTINC \ .` • . /T` b 2" NIPPLEr ( Y PORT WITH SIDES CAN �- EQUAL TO OUTSIDE DIAMETER OF PIPE. ILL v:0 As tC7 AS fix"EO VALVE- �,�, BE FORMED 2, 'D" RCfCRS TO THE DIAM[TCR Of TIIC PIPC. "D'/4 - L "D' 2.!A: _OL 717 • • J •, • +,AIy>:.3000 APPLICABLE VALVE iY • 1EARTH PSI11 3. 1, `TREFERS TO THE THICKNESS OFTHE PIPE, f/ T f LACED OR CONCR J, J .,{ r IT•�CONCRETE A` �• •'•Y r I*ASS PIPE ARCH HA f NCASEMENT CTE L C41 OR FULL ENCA EMENT TOB ETCRMI ED N TME S C0 N 1■Rr�J `�'`�f^'a AvCH.041 3000 P.S.1-J FIELD AS OINCCTCU DY TME CITY. 6" MIN• '�••&'.'i•{••J•H01 •i{TU ' •' R PIED S. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR t FCRCE MAIN 6" TK. CONC. PAD CR WATER MAIN SHEETING AND BRACING EXCAVATIONS. (FLUSH WITH 6. ENDS OF ENCASEMENT SHALL BE fORMCO, AND CONCRETE CRADLE PER SP[Crr.TIC••E LOCATIONS SHALL BE INDICATED ON RECORD q4 REBARS 1�• J DRAWINGS. FINISHED GRADE CONCRETE BLOCK OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS RESTRAINED `T JOINT DUCTILE ti - IRON PIPE y;. 4" MIN. I•. 6" MIN, I~ STEEL CASING PIPE DUCTILE IRON PIPE CASCADE TYPE CASING SPACER NOTES: 1, WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET, 2, WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE, THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD MAY 1997 FIG. 106 4' x 4' PRECAST FINISHED CONCRETE VAULT CAST IRON FRAME GRADEAND COVER WITH 36" SO. ACCESS LID. 4" MAX. 1)-1 4" GROUT PREMOLDED PLASTIC 2" VALVE (TYP,) JOINT FILLER 5' WALLS (MIPt,)- .•t •- 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) CUT OUT AND SEAL JOINT 2" NIPPLE WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2" GATE VALVE SEE NOTE 2 2" NIPPLE t SERVICE SADDLE PER SPECIFICATION FITTINGS AND C + , SECTION 50.5.4 J PIPE FOR „•^'+ ♦ A;':•'.' A.R.V. SHALL. BE BRASS 2te,-�t' h 16 BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINA71ON AIR/VACUUM RELEASE VALVE. CHANCE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES 10 HE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2, TIIC MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4,0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COi RLI1ATION AIV_YACM RELEASE VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 112 •f,CNCRAL NOT);$; 1. THE TABLE RCPRCSCN'S T•{ Rxvv_v SCPARATICAI ACOU•REvCNTS AS DESCRIBED IN r.01 -P, IPAES CA' t -C F;Ca GA ADWTNrSt*AT" CCGC (F.A.C.) THESE SI►A■.t.:+ ■': CNN,✓C.IS S•+ALL APPLY BLirtE. NEWLY PROPOSCD U•%;T1 LIES A.0 [A:STL.; CR PRJPOSED Wtf'y LINES. •2. FOR THE PURPOSE OF TA41 TA*_L I aAW`[V WATER SMALL Y[AN UNRESTRICTED PUBLIC ACMS 01114 W.qA AS cumcD BY F -AC. 17-610. OTHER TYPES CF 01:�A14•y WAIT* ABT CCNSIDEPED RAW SEWAGE AND SE►ARATO.1 L:'(: 141 S4.V'A/T SEWIR SMALL APPLY. 3. ALL SEPARATION DMTAm:C$ APE FT'.• CT_'SrC Cr PIPC TO MITSLC OF PIPE UNLESS 0tMtOwS P+J GREATER CLEARANCE S-." K %141 C/C - DENOTES "%-(I Cf Pts t: CT. -[B CT PIPE_ 0/0 - tH:+A•[2 C•.' xc Ct PK 1D Ct•SCC a PIPE• 4. ACCEPTABLE VARtA•r.'[S A. WHERE HORTICalc. 1T-A.■A1Cw R RIC• •-•A.r,.IRt- CRACTt[ IRON PIPE OR C:nr_■:•[ :r:•S.T./r' v_St K Solt.' FCA AT LEAST ONE OF T-( ►PSS :NEIL! w•;. CO CC+.•:KT[ EN- CASEMENT YViT If LIS:: V. -L r.rv_v C -Nash_[ tS REGAINED. B. WHERE 18 *ACM rit•U UO&AA-Circ IS rt &r!&WAr[ AT CROSSINGS. EFSC C, -IC f:t1 L1 -:1r C1 7JC11LE BF:., Ca EN- CASES PIPE Ct•-II'C: AT I-( P_-! CO CB:SI••t:. SPECIAL SUPPORT YAT K 5. NO WATER PIPE SHL -U P-11 t-1A•?.•T■ Co C14 ow C'•A•TACT IrYm ANY PART OF A SAv'.8- CII 1.1•Av iweto r.0 RTIIX1 CA STRUCTURE. CONCRETE ARCH Aa:^ cLil C•;A"S 30" x 30" K6" TK. CONCRETE ■.Lt,• 14--W.:n'.- 2 ■1B•CG S(►ARAMN REOUIREMENtS PROPOSED UTILITY ,,,�.,�, roLwA ..•u 1■cc...Ica •..c.I f_A`1 • r.) %to■r SEWER Acc(PtAllt WITH FINISHED GRADE) -o-7. n.• Ia-t rr -.r: •i At MEAT Ytxl. VAN. -CIS 101,11.1 TK. DISC ANCHORED IN ANCHORED IN CONC. PAD �� Ra°t'` 1u STAMP AS REDID. ALL Ac"t'•r7 SEE u.r•a .OILS. K. ACCLAIMED' A' C/c 1- FI:� - _ r k - -A IEA Poo I m1 fAWTA■T to, If BST K I L CttutoR TEE W/PLUG � • 110 - `Y,� •f,CNCRAL NOT);$; 1. THE TABLE RCPRCSCN'S T•{ Rxvv_v SCPARATICAI ACOU•REvCNTS AS DESCRIBED IN r.01 -P, IPAES CA' t -C F;Ca GA ADWTNrSt*AT" CCGC (F.A.C.) THESE SI►A■.t.:+ ■': CNN,✓C.IS S•+ALL APPLY BLirtE. NEWLY PROPOSCD U•%;T1 LIES A.0 [A:STL.; CR PRJPOSED Wtf'y LINES. •2. FOR THE PURPOSE OF TA41 TA*_L I aAW`[V WATER SMALL Y[AN UNRESTRICTED PUBLIC ACMS 01114 W.qA AS cumcD BY F -AC. 17-610. OTHER TYPES CF 01:�A14•y WAIT* ABT CCNSIDEPED RAW SEWAGE AND SE►ARATO.1 L:'(: 141 S4.V'A/T SEWIR SMALL APPLY. 3. ALL SEPARATION DMTAm:C$ APE FT'.• CT_'SrC Cr PIPC TO MITSLC OF PIPE UNLESS 0tMtOwS P+J GREATER CLEARANCE S-." K %141 C/C - DENOTES "%-(I Cf Pts t: CT. -[B CT PIPE_ 0/0 - tH:+A•[2 C•.' xc Ct PK 1D Ct•SCC a PIPE• 4. ACCEPTABLE VARtA•r.'[S A. WHERE HORTICalc. 1T-A.■A1Cw R RIC• •-•A.r,.IRt- CRACTt[ IRON PIPE OR C:nr_■:•[ :r:•S.T./r' v_St K Solt.' FCA AT LEAST ONE OF T-( ►PSS :NEIL! w•;. CO CC+.•:KT[ EN- CASEMENT YViT If LIS:: V. -L r.rv_v C -Nash_[ tS REGAINED. B. WHERE 18 *ACM rit•U UO&AA-Circ IS rt &r!&WAr[ AT CROSSINGS. EFSC C, -IC f:t1 L1 -:1r C1 7JC11LE BF:., Ca EN- CASES PIPE Ct•-II'C: AT I-( P_-! CO CB:SI••t:. SPECIAL SUPPORT YAT K 5. NO WATER PIPE SHL -U P-11 t-1A•?.•T■ Co C14 ow C'•A•TACT IrYm ANY PART OF A SAv'.8- CII 1.1•Av iweto r.0 RTIIX1 CA STRUCTURE. CONCRETE ARCH Aa:^ cLil C•;A"S 30" x 30" K6" TK. CONCRETE ■.Lt,• CONC. PAD (FLUSH �s CAST IRON FRAME • NIDI U STUBBED MATERIA WHERE R L. HC E 1 C N CN WALL HAS BCCI WITH FINISHED GRADE) AND COVER WITH 36' S• t ACCESS LID, 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC r•i ';;;,',; WOOD TK. DISC ANCHORED IN ANCHORED IN CONC. PAD �� Ra°t'` CONC. PAD -STAMP AS STAMP AS REDID. ALL Ac"t'•r7 REQ'D. SIZE OF VALVE PJt( :A%, x FYNISHCO GRADE FILM (8 MIL,) PRIOR TO PLACING CONCRETE THRUST BLOCK. AREA FOR TYPE Of VALVE m1 THRUST BLOCKS AS REQUIRED. 2-1/2" SERVICE L CttutoR TEE W/PLUG � • 110 - `Y,� kA_%0.X.E �• _ • • r VALVE (TYP.) CAST P,** JOINT FILLER A CONCRETE IS USED AND CITY HAS APPROVED A SHORiCR DIRECTION & NO. TURNS TO OPEN .` • . /T` b 2" NIPPLEr ( Y PORT WITH �- ``��� ;. i t -*FADED PLUG v:0 As tC7 AS fix"EO VALVE- �,�, AA Y NIPPLE -"x-�.� " C>IOUT Y fT KNO ••'I APPLICABLE VALVE �' Y 90' BEND • ' -.^_• �,�,-,' r IC/PLE - BOX AND COVER (SEE FIG. 115) �• •'•Y r I*ASS PIPE `�'`�f^'a AvCH.041 3000 P.S.1-J `• 1 (TO BE APPROVED CONIC. WN BY CITY) COw:t1-r •x -'= WASTEWATER ART-* `':S 16 INCHES AND LAPGER FCRCE MAIN 6" TK. CONC. PAD CR WATER MAIN 24. (FLUSH WITH SERVICE SAJk[ FINISHED GRADE) PER SP[Crr.TIC••E ` T q4 REBARS 1�• J ALL AROUND / -'- . I • j I1 APPLICAOLE VALVE . -- --� .- .I 1 BOX AND COVER ' (SEE FIG. 115) VALVES S11-11,! E0 TN_*4: 16 INCHES VALVE EKY PAD DETAIL CITY OF SANFORD MAY 1997 FIG. 107 NOTES; 1. ABOVE Drat. As •+11 CM 2 111.`r• CC. -*NATION AIR/VACUUM RELEASE V._•! C -- X 0`0•1 a.0 F 'TICS ACCORDINGLY FOR OTHER v■t•! 1:`:1 &N: T••!1 +r..t SIZES TO BE DETERMINED BY THE l•':• -A:• ..0 AI'A•«:`Al. *' T•( CITY PRIOR f0 INSTAL- LATION. 2. THE mm -9.9- f?t.C.!.Cn rb"- GM^•• wV[RT TO FINISHED GRADE SHALL H 42 ;S. THE A11 K.SA:: >a..K S-" V: ANC}JATELY SUPPORTED. OFFS' a^ CT CSu=_``::_:'ON AI.B/.YAQ-VU1 V-! VE DETAIL CITY OF SANFC=:) MAY 1997 FIG. 113 UNDISTURBED SOIL (TYP.) EDCE or TRENCH Q TYP. AREA FOR PLUG -� zu � . CROSS W/PLUG CROSS W/ TWO PLUGS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) -� CONCRETE THRUST BLOCK (TYP.) e/2 )GE OF ZENCH YP,) OFFSET (AS REDID) BENDS EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH = N X THRUST- t _ THRUST BLOCK,FT. i1TTINC MIN AREA (S0; FT. CONCRETE THRUST BLOCK AREA TEE 7 "r JIE - ----------- _.. ... . ,....., •• _.."_...... � ......_ ... ., _-. ,_. ._..___•__...._..._.,wrw..•I.�'.h--.•l•I-�.•Y,.'M,Y."r..M'tr•._.,_r...'A,.M•,q,.-..___ N... -. I CONCRETE ■.Lt,• I. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST �s CAST IRON FRAME • NIDI U STUBBED MATERIA WHERE R L. HC E 1 C N CN WALL HAS BCCI AND COVER WITH 36' S• t ACCESS LID, p•STtrr/ TO UNDISTURBED MATERIAL. r•i ';;;,',; WOOD 17-1/c i PBC.:Sto BLOCKING NUTS AND BOLTS SHALL NOT BC COVERED BY THRUST 1 C"T PA1tY(.T 1" MAX. 4 PJt( :A%, x FYNISHCO GRADE FILM (8 MIL,) PRIOR TO PLACING CONCRETE THRUST BLOCK. AREA FOR 3. ROUGH BLOCKING FORMS SHALL BC USED ALONG SIDES OF PLUG THRUST BLOCKS AS REQUIRED. ' ' -t� CttutoR TEE W/PLUG � • 110 - `Y,� kA_%0.X.E PREMOLDED PLASTC-� • • r VALVE (TYP.) CAST P,** JOINT FILLER CONCRETE IS USED AND CITY HAS APPROVED A SHORiCR PIPE PLUG (iY►) I •�!- WA.L (MIN.) 100 SECT.CAf 2" NIPPLEr ( Y PORT WITH �- 2" GATE ;. i t -*FADED PLUG v:0 As tC7 AS fix"EO VALVE- fr Sd[ TrM( 3 Y NIPPLE -"x-�.� " C>IOUT Y fT KNO Y 90' BEND • ' -.^_• �,�,-,' r IC/PLE Y UNION •'•Y r I*ASS PIPE r CATE VALVE C BEDDING RKK COw:t1-r •x -'= WASTEWATER FCRCE MAIN CR WATER MAIN SERVICE SAJk[ PER SP[Crr.TIC••E SECTION 50 S 4 NOTES; 1. ABOVE Drat. As •+11 CM 2 111.`r• CC. -*NATION AIR/VACUUM RELEASE V._•! C -- X 0`0•1 a.0 F 'TICS ACCORDINGLY FOR OTHER v■t•! 1:`:1 &N: T••!1 +r..t SIZES TO BE DETERMINED BY THE l•':• -A:• ..0 AI'A•«:`Al. *' T•( CITY PRIOR f0 INSTAL- LATION. 2. THE mm -9.9- f?t.C.!.Cn rb"- GM^•• wV[RT TO FINISHED GRADE SHALL H 42 ;S. THE A11 K.SA:: >a..K S-" V: ANC}JATELY SUPPORTED. OFFS' a^ CT CSu=_``::_:'ON AI.B/.YAQ-VU1 V-! VE DETAIL CITY OF SANFC=:) MAY 1997 FIG. 113 UNDISTURBED SOIL (TYP.) EDCE or TRENCH Q TYP. AREA FOR PLUG -� zu � . CROSS W/PLUG CROSS W/ TWO PLUGS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) -� CONCRETE THRUST BLOCK (TYP.) e/2 )GE OF ZENCH YP,) OFFSET (AS REDID) BENDS EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH = N X THRUST- t _ THRUST BLOCK,FT. i1TTINC MIN AREA (S0; FT. CONCRETE THRUST BLOCK AREA TEE 7 "r JIE - ----------- _.. ... . ,....., •• _.."_...... � ......_ ... ., _-. ,_. ._..___•__...._..._.,wrw..•I.�'.h--.•l•I-�.•Y,.'M,Y."r..M'tr•._.,_r...'A,.M•,q,.-..___ N... -. I AREA FOR AREA FOR 45' BEND TEE i : ,.r .'.: .: • '. is . AREA FOR PLUG TEE W/ WEE END PLUG TYPICAL SECTION GRAVITY SEWER: SOLID LIGHT GREEN ,,1} OR WHITE PVC WITH LIGHT GREEN RCC 1'- LETTERING. T FORCE MAIN: WHIiE WITH BROWN LETTERING. 1--- 21• --•I SEINER F RCC MAIN MAX.' SCWCR FORCE MAIN I) PIPC IDENTIFICATION LETTCRINGI 3) LETTERING A MIN. OF 3/4 INCA IN A. FORCE MAIN; SCWCR FORCE MAIN HEIGHT AND APPEARING NOTLESS B. GRAVITY SEWER: SEWER LINE THAN ONCE EVERY 21 INCH IN- TERVAL SHALL RUN THE LENGTH OF 2) THE LETTERING SHALL APPEAR ON 3 THE PIPE, SIDES Of THE PIPE AND RUN THE ENTIRE LENGTH OF THE PIPE. 4) LETTER -NO MUST BE PERMANENTLY IMPRFGNATEO INTO THE PVC (IT CAN NOT BE STCNCILED ONTO THE SURFACE). PVC FORCE MAIN AND GRAVITY LINES HIS TYPICAL METAL PIPE C PIPE - 6- TAPE IS CENTERED ALONG TOP HALF OF PIPE, SEWER LINE SEWER LINE i 6" - 16" PIPE - 6 -TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. ).n .I.M BMT .wc Af wt■ SEN[ MKR IMI {[wd trf 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDCS OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. r.n ruu Y.n YU ). )rnl YM)S .ewr'+urrr�LrJcccrenBtrt+7rn" u.t. I•r u.t. IJAI AMR IMI i tl.l• IM MAA. U. PAPCR BACKED ADHESIVE VINYL TAPE (TYPICAL) ■ Ia.I MA%• /[wYA PER PIPE ' DIAMETER / �L IAM R FOR SEWER LINES - ITAPE SHALL BE CRCEN WITH BLACK LETTERING. BC CRCEN WITH BLACK LETTERING, FOR SEWER FORCE MAIN - TAPE SMALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT 10 JOINT ALONG THE LENGTH OF THE PIPE. DUCTILE IRON FORCE MAIN AND GRAYITY LINLINU .WITH IDENTIFICATION TAP NTS PIPE IDENTIFICATION (,FEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD MAY 1997 FIG. 108 scHE0uLE FOR THRUST BLOCK A IAS . PPT b M U-1 1-1 • VIA A 1 / N" LQi no Ino r Yub "14"" (Lies) ISO m CSo m NO 1n t1M M f>o m opo A 1 to U rrR S.•r xm Axr ■ r n-xr r w r Y.YI 4 M1 4 IIf.1RN r,l . A W O%ru m W Dont 3/Ii PANTONE PURPLE 522C PVC WATER I= 4 ...I 21• MAX, (..,..o....... 1) LETTERING SHALL APPEAR ON 3 SIDES 3) LETTERING MUST BE PERMANENTLY OF THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PVC (IT LENGTH OF THE PIPE. CAN NOT BE STENCILED ONTO THE 2) LETTERING SHALL BE A MINIMUM OF SURFACE Of THE PIPE). 3/4 INCH IN HEIGHT AND APPEAR 4) LETTERING SHALL BE WHITE OR ONE OR MORE TIMES EVERY 21 OTHCR CONTRASTING COLOR. INCHES ALONG THE LENGTH OF THE PIPE. PV(; RECLAIMED WATER MAIN NTS TYPICAL METAL PIPC 2.0• - j PIPE -C TAPE IS CENTCRCD ALONG TOP HALF OF PIPC. ACCLAIMED WATER MAIN RECLAIMED WATER MAIN 6' - 16" PIPE - V TAPE IS PLACED ALONG BOTH SIDES Of THE TOP HALF Of PIPC. 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SI D0F TOP HALF Of PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF Of PIPE. !�IllITXllrl7ll�1ITTIIlT17lX�lll, I ..R.- �TSPECUI(D uxr ra..• ,• rw,w• rR. r -jjjj--_PER PIPE TAP DIAMETER PURPLE TAPE WITH WH•ITE OR OTHER CONTRASTING PCRMANCNTLY IMPREGNATED LETTERING SHALL BE USED, THE TAPC SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH Of THE PIPE. DUCTILE IRON REAMED WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION .(RECLAIMED ,WATER) CITY OF SANFORD MAY 1997 FIG. 109 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS, UTILITY STANDARD DETAILS I DATE I APPROVED DET001 al. NOTES: I. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST NIDI U STUBBED MATERIA WHERE R L. HC E 1 C N CN WALL HAS BCCI DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. r•i ';;;,',; WOOD 2. EXTEND THRUST BLOCK FULL LENGTH Of FITTINGS. JOINTS. BLOCKING NUTS AND BOLTS SHALL NOT BC COVERED BY THRUST (TYP.) BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL,) PRIOR TO PLACING CONCRETE THRUST BLOCK. AREA FOR 3. ROUGH BLOCKING FORMS SHALL BC USED ALONG SIDES OF PLUG THRUST BLOCKS AS REQUIRED. ' 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REOUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. TEE W/PLUG S. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORiCR PERIOD. AREA FOR AREA FOR 45' BEND TEE i : ,.r .'.: .: • '. is . AREA FOR PLUG TEE W/ WEE END PLUG TYPICAL SECTION GRAVITY SEWER: SOLID LIGHT GREEN ,,1} OR WHITE PVC WITH LIGHT GREEN RCC 1'- LETTERING. T FORCE MAIN: WHIiE WITH BROWN LETTERING. 1--- 21• --•I SEINER F RCC MAIN MAX.' SCWCR FORCE MAIN I) PIPC IDENTIFICATION LETTCRINGI 3) LETTERING A MIN. OF 3/4 INCA IN A. FORCE MAIN; SCWCR FORCE MAIN HEIGHT AND APPEARING NOTLESS B. GRAVITY SEWER: SEWER LINE THAN ONCE EVERY 21 INCH IN- TERVAL SHALL RUN THE LENGTH OF 2) THE LETTERING SHALL APPEAR ON 3 THE PIPE, SIDES Of THE PIPE AND RUN THE ENTIRE LENGTH OF THE PIPE. 4) LETTER -NO MUST BE PERMANENTLY IMPRFGNATEO INTO THE PVC (IT CAN NOT BE STCNCILED ONTO THE SURFACE). PVC FORCE MAIN AND GRAVITY LINES HIS TYPICAL METAL PIPE C PIPE - 6- TAPE IS CENTERED ALONG TOP HALF OF PIPE, SEWER LINE SEWER LINE i 6" - 16" PIPE - 6 -TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. ).n .I.M BMT .wc Af wt■ SEN[ MKR IMI {[wd trf 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDCS OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. r.n ruu Y.n YU ). )rnl YM)S .ewr'+urrr�LrJcccrenBtrt+7rn" u.t. I•r u.t. IJAI AMR IMI i tl.l• IM MAA. U. PAPCR BACKED ADHESIVE VINYL TAPE (TYPICAL) ■ Ia.I MA%• /[wYA PER PIPE ' DIAMETER / �L IAM R FOR SEWER LINES - ITAPE SHALL BE CRCEN WITH BLACK LETTERING. BC CRCEN WITH BLACK LETTERING, FOR SEWER FORCE MAIN - TAPE SMALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT 10 JOINT ALONG THE LENGTH OF THE PIPE. DUCTILE IRON FORCE MAIN AND GRAYITY LINLINU .WITH IDENTIFICATION TAP NTS PIPE IDENTIFICATION (,FEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD MAY 1997 FIG. 108 scHE0uLE FOR THRUST BLOCK A IAS . PPT b M U-1 1-1 • VIA A 1 / N" LQi no Ino r Yub "14"" (Lies) ISO m CSo m NO 1n t1M M f>o m opo A 1 to U rrR S.•r xm Axr ■ r n-xr r w r Y.YI 4 M1 4 IIf.1RN r,l . A W O%ru m W Dont 3/Ii PANTONE PURPLE 522C PVC WATER I= 4 ...I 21• MAX, (..,..o....... 1) LETTERING SHALL APPEAR ON 3 SIDES 3) LETTERING MUST BE PERMANENTLY OF THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PVC (IT LENGTH OF THE PIPE. CAN NOT BE STENCILED ONTO THE 2) LETTERING SHALL BE A MINIMUM OF SURFACE Of THE PIPE). 3/4 INCH IN HEIGHT AND APPEAR 4) LETTERING SHALL BE WHITE OR ONE OR MORE TIMES EVERY 21 OTHCR CONTRASTING COLOR. INCHES ALONG THE LENGTH OF THE PIPE. PV(; RECLAIMED WATER MAIN NTS TYPICAL METAL PIPC 2.0• - j PIPE -C TAPE IS CENTCRCD ALONG TOP HALF OF PIPC. ACCLAIMED WATER MAIN RECLAIMED WATER MAIN 6' - 16" PIPE - V TAPE IS PLACED ALONG BOTH SIDES Of THE TOP HALF Of PIPC. 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SI D0F TOP HALF Of PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF Of PIPE. !�IllITXllrl7ll�1ITTIIlT17lX�lll, I ..R.- �TSPECUI(D uxr ra..• ,• rw,w• rR. r -jjjj--_PER PIPE TAP DIAMETER PURPLE TAPE WITH WH•ITE OR OTHER CONTRASTING PCRMANCNTLY IMPREGNATED LETTERING SHALL BE USED, THE TAPC SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH Of THE PIPE. DUCTILE IRON REAMED WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION .(RECLAIMED ,WATER) CITY OF SANFORD MAY 1997 FIG. 109 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS, UTILITY STANDARD DETAILS I DATE I APPROVED DET001 al. a0o00000a0go0 naooDoo0oo000 OppgODaOp0000 00000000DOODo 0000000000000 a[OrECLAMED 000 [�t WATER Ua0 Trvv- aaa 0000000000000 0000000000000 0000000000000 0GgO2o000qqq0 0000 00000o0p 000o00agg0 GaDOaaDDDDD 00JSEWERODO 0 00D 00103'Oap000 RECLAIMED WATER SEWER 0 00000000 0000000000 0000000000 000000000000 CI 000 000 WATER 000 0 0 0 - - - 000000000000 0000000000 00000000 000000 POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT; PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD MAY 1997 FIG. 115 ALL LETTERS 2' IN HEIGHT WITH 3/4" SPACING BETWEEN ROWS 6" BLACK STEEL MIN. N r - IRRIGATING WITH . 11/4" ,, REC LAIMED 2"3/4" 12" O� 0 Doe � ° WATER 0 1 DO NOT. DRINK 1 1/2" a 36" (MAX) 1/2" BORDER e e o , "," 0 e .JTESI . I. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING VARIES (TYP) LANDSCAPE PLANT TYPES, W ALL CASES, THE SIGN SHALL BE 0 VISIBLE TO THE PUBLIC. 2. BACKGROUND SHALL BE PANTONC PURPLE 522C, LETTERS SHALL I BE WHITE. 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. A. POST SHALL BE U CHANNEL 12 FT. 2 L0, HOT ROLLED HIGH z r TENSILE RAIL OR BILLET STEEL. HOT DIP GALVANIZED PER DETAIL TO BE DESIGNED BY • 2 -r ASTM A-123. S. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 6. SIGNS .i ALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH 3 C THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY A LARGER THE DIRECTOR, z O RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD MAY 1997 FIG, 114 a0o00000a0go0 naooDoo0oo000 OppgODaOp0000 00000000DOODo 0000000000000 a[OrECLAMED 000 [�t WATER Ua0 Trvv- aaa 0000000000000 0000000000000 0000000000000 0GgO2o000qqq0 0000 00000o0p 000o00agg0 GaDOaaDDDDD 00JSEWERODO 0 00D 00103'Oap000 RECLAIMED WATER SEWER 0 00000000 0000000000 0000000000 000000000000 CI 000 000 WATER 000 0 0 0 - - - 000000000000 0000000000 00000000 000000 POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT; PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD MAY 1997 FIG. 115 JSED 1-1/2" LETTERS USH WITH 'i .' OF COVER "STORMWATER" 6" BLACK STEEL MIN. N r CONC. FILLED, PRIMED 0 O owe N AND PAINTED OSHA d O� 0 Doe � ° YELLOW (2 COATS) 0 1 ANITARY" OR APPLICABLE "CITY OF SANFORD" n SET TOP OF VALVE BOX FINISHED GRADE N I r I VARIES (TYP) AI A R 0 AD i� ..' ! �. 24" DIA MIN. I ♦ 1 ♦•Od�•i4� �•TENSION I••• i•T :'•ii�•• TURNBUCKLE 3000 PSI CONC. Lor v. WYE WITH z r r DETAIL TO BE DESIGNED BY • 2 -r PRCSSI,O_ < o r.M.-le Ali e�AN •.;,! NOTE: Y 3 C SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. z O W BOLLARD + CITY OF SANFORD MORA:-TAL MAY 1997 FIG. 116 JSED 1-1/2" LETTERS USH WITH 'i .' OF COVER "STORMWATER" b N r tl 0 O owe N Mid d O� 0 Doe � ° 00 0 0 ° ° 0 ANITARY" OR APPLICABLE "CITY OF SANFORD" POST CORNER SET TOP OF VALVE BOX COVER (SEE FIGURE 115) b� 0 0 0 0 VARIES (TYP) _ 0 0 FOR CITY MAINTAINED FACILITIES ONLY 0� AT FINISHED GRADE ♦ 1 ♦•Od�•i4� �•TENSION I••• i•T :'•ii�•• TURNBUCKLE 4 Lor -. WYE WITH z r r DETAIL TO BE DESIGNED BY • 2 -r PRCSSI,O_ < o r.M.-le Ali e�AN •.;,! CONCRETE PAO Y 3 C O 6" BRANCH POST z O W d + j IN UNPAVED AREAS MORA:-TAL LINE i LATE SEWER MAIN z pF Sq O m �" FINISHED GRADE (SEE FIGURE 107) N VI s MAx. O 6" 45'EtW111R1Es I 6 \� TY 1 4 H O O BEND 6" BRANCH SERVP,C CLEAN-OUT •�J(, a W ly_ %!'Mar WITH 2" SQUARE (SCE NOTE 2) -_ -_ _ = PW 3.4 M AM APPROVED EQUAL) O O r REMOVABLE PERMANENT PLUG (TYP) n n r o PLUG (TYP) )y.'..�•( u ro m r ---- ADJUSTABLE CAST IRON 0 SERVICE CLEAN-OUT 0 0 0 \1 o VALVE BOX d (SEE NOTE 2) C C U Lot ! 7 �`� < p� > SEE NOTE 2 N 0 z LINE z QRLP - BOX SHALL REST ON 3 0 2 NON-PENETRATINGx BEDDING ROCK, NOT PICK HOLES M.J. PLUG VALVE ON VALVE OR PIPE BEND z AND SHALL BE _ CENTERED ON SERVICE CONTINUOUS COLOR I OPERATING NUT P AN TEL2;N-OUT PLAN CODED 14 GAUGE -j INSULATED WIRE PIPIPES ONLY)LIC ALL COVERS USF "AS" 0,-; EQUAL. MACHINED MATING SURFACES 1-1/2" MIN. 4HOLE FRAME: USF "227' INLET FRAME: USF "1295•' OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD MAY 1997 FIG. 202 �j�lDARD AIRVAC_PiiCKACE CITY OF SANFORD MAY 1997 FIG. 207 WASTEWATER FORCE MAIN 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 203 4" THICK 3000 PSI LIMITS OF SITE TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE LANDSCAPED AREA (3' MIN) F 5' MIN . - CHAIN LINK FENCE -- PER NCE PER SECTION 2 RTU ANTENNA .10 AND 46.8 OF TIE MANUAL • (SEE FIGURE 3Q4) VALVE I Tote WET WELL VAULT CONTROL PANEL 5' MIN I (SEE DETAILS) 5' y 10' HOSE BB1013WIDE • MIN CONCRETE z o I" WATER SERVICE R/W 5' (MIN,) 5' SIDEWALK - 2 - 6' SWING GATE BACK OF CURB STREET LIGH WATER METER S' C/L - PUBLIC R/W '- W • THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE WET WELL. NOTES: I. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT Of WAY. f. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER. 1. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED SPRINKLER SYSTEM LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A SCALED (I' - 20' MIN.) SITE SPECIFIC DETAILDRAWO(G PUMP 5TAT�ION TYPICAL SITE PLAN CITY OF SANFORD MAY 1997 FIG. 300 CONCRETE CCMCPETE eENCNING SEE MANHOLE CCMMECTION Cf TAILS raPe+"_ "AYE r COVER b N r tl 0 O owe N Mid d O� 0 Doe � ° 00 0 0 ° ° 0 W z 0 ti u N d POST CORNER 3'-0" MAX. o F b� 0 0 0 0 = 4 _ 0 0 3 z 0 0� SEALEr .,TN ♦ 1 ♦•Od�•i4� �•TENSION I••• i•T :'•ii�•• TURNBUCKLE 4 N (rel/Pp TO Y � z r r DETAIL TO BE DESIGNED BY • 2 -r PRCSSI,O_ < o r.M.-le Ali e�AN •.;,! Z Y 3 C O i POST z O W d + j Y !PASS MORA:-TAL Y E A08 MODEL i LATE 112141 Ft0-1 z 2 O m �" zz W W N VI O O p L6 3 I 6 6 TY 1 4 H O O U O O a W ly_ %!'Mar WITH 2" SQUARE A,T? +;A -. v:t (DEZURIK MODEL PW 3.4 M AM APPROVED EQUAL) O O r d b n n r o u ro m F 0 wyT 0 0 0 o > d p > C C U U V < p� > N N 0 z �j�lDARD AIRVAC_PiiCKACE CITY OF SANFORD MAY 1997 FIG. 207 WASTEWATER FORCE MAIN 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 203 4" THICK 3000 PSI LIMITS OF SITE TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE LANDSCAPED AREA (3' MIN) F 5' MIN . - CHAIN LINK FENCE -- PER NCE PER SECTION 2 RTU ANTENNA .10 AND 46.8 OF TIE MANUAL • (SEE FIGURE 3Q4) VALVE I Tote WET WELL VAULT CONTROL PANEL 5' MIN I (SEE DETAILS) 5' y 10' HOSE BB1013WIDE • MIN CONCRETE z o I" WATER SERVICE R/W 5' (MIN,) 5' SIDEWALK - 2 - 6' SWING GATE BACK OF CURB STREET LIGH WATER METER S' C/L - PUBLIC R/W '- W • THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE WET WELL. NOTES: I. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT Of WAY. f. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER. 1. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED SPRINKLER SYSTEM LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A SCALED (I' - 20' MIN.) SITE SPECIFIC DETAILDRAWO(G PUMP 5TAT�ION TYPICAL SITE PLAN CITY OF SANFORD MAY 1997 FIG. 300 CONCRETE CCMCPETE eENCNING SEE MANHOLE CCMMECTION Cf TAILS raPe+"_ "AYE r COVER p N 0 N r tl 0 O owe I ELEVATIONS SHOWN IN Tw-- d O� 0 Doe � ° 00 0 0 ° ° 0 W z 0 ti u N rte• POST CORNER 3'-0" MAX. o F b� 0 0 0 0 = 4 _ 0 0 3 z 0 0� SEALEr .,TN ♦ 1 ♦•Od�•i4� �•TENSION I••• i•T :'•ii�•• TURNBUCKLE 4 ` BENCHING PER SPECIFICATIONS•, �: J d (rel/Pp TO OIL-FItt" K PtrOvt O) _ =^. CCwiEitD . REINFORCEMENT AND JOINT A:,..r `•'�" �` DETAIL TO BE DESIGNED BY • 2 -r PRCSSI,O_ < o r.M.-le Ali e�AN •.;,! APPROVEDOVED BY THE 9•""^"�""�""• _ �.� ' J. 0 o z A�� I 1TJ + ... -.Ifi i W4 POST �� . . .4•s o•I iA .M:•tip �••.1r` CAST -•M -s e'+ P`N•er v -.r♦•"•+.' BALL C+TCCK k u Y !PASS MORA:-TAL Y E A08 MODEL i LATE 112141 Ft0-1 W O W l VALVE OR AP"Ovff zz W 0 0 0 1 t E"` p L6 3 I -S >d 1 o O �j�lDARD AIRVAC_PiiCKACE CITY OF SANFORD MAY 1997 FIG. 207 WASTEWATER FORCE MAIN 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 203 4" THICK 3000 PSI LIMITS OF SITE TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE LANDSCAPED AREA (3' MIN) F 5' MIN . - CHAIN LINK FENCE -- PER NCE PER SECTION 2 RTU ANTENNA .10 AND 46.8 OF TIE MANUAL • (SEE FIGURE 3Q4) VALVE I Tote WET WELL VAULT CONTROL PANEL 5' MIN I (SEE DETAILS) 5' y 10' HOSE BB1013WIDE • MIN CONCRETE z o I" WATER SERVICE R/W 5' (MIN,) 5' SIDEWALK - 2 - 6' SWING GATE BACK OF CURB STREET LIGH WATER METER S' C/L - PUBLIC R/W '- W • THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE WET WELL. NOTES: I. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT Of WAY. f. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER. 1. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED SPRINKLER SYSTEM LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A SCALED (I' - 20' MIN.) SITE SPECIFIC DETAILDRAWO(G PUMP 5TAT�ION TYPICAL SITE PLAN CITY OF SANFORD MAY 1997 FIG. 300 CONCRETE CCMCPETE eENCNING SEE MANHOLE CCMMECTION Cf TAILS raPe+"_ "AYE r COVER (SEE fIGL•eE 202) [ MAX, SET COVERS FLUSH IN PAVED AREAS k AT".AdS KCO(0 N MORTAR I ELEVATIONS SHOWN IN Tw-- _ UNPAVED AREAS. "- - Z _ }+Gig.: .A4. ' jl-�2 C0'.I►S£S C{ !9'CK (Y:N.) 1 POST CAP_ -6" MIN, .. POST CORNER 3'-0" MAX. 'TIE WIRES12"e ►"��""I it NStC VAOUTSIDE WALL BRASS "JT OF PRE-PrIYED BITUVINO EPDXY COATINGS' r• p < JOINT SL•PEACES PER SPECIFICATIONS 4'•"! i (SEE NOTE S)PLASIIC I:.MFACEs PRE -MOLDED K+MT �T" f Y•N TEE SEALEr .,TN ♦ 1 ♦•Od�•i4� �•TENSION I••• i•T :'•ii�•• TURNBUCKLE P;11(clrvE 1.{aaP(r ` BENCHING PER SPECIFICATIONS•, �: J d (rel/Pp TO OIL-FItt" K PtrOvt O) _ =^. CCwiEitD . REINFORCEMENT AND JOINT A:,..r `•'�" �` DETAIL TO BE DESIGNED BY • 2 -r PRCSSI,O_ TIIC CR AND L ��..�,. ( P' yvA r.M.-le Ali e�AN •.;,! APPROVEDOVED BY THE 9•""^"�""�""• _ �.� ' J. CITY. •. ..� "^ CATE POST I 1TJ + ... -.Ifi i W4 POST BEDDING Rte"'[' . . .4•s o•I iA .M:•tip �••.1r` CAST -•M -s e'+ P`N•er v -.r♦•"•+.' BALL C+TCCK CONCeET( f. -A 2+1£ Y !PASS FINISHED GRADE '/.vI'IA.''i l !Ar/A;i/ylii✓h31]✓!W/X.' . 'iE ' SLOPE TO B" PVC TERMINAL DEPTH AT . 1.0% MIN. (TYP) TERMINAL DEPTH ROTATE 6' PVC AS REOUIRCD FOR SPRING LING SERVICE (S' MIN.) TERMINAL DEPTH (SEENOTE1) `•! (TYP.) A$ RCOUIRED FOR SERVICE (3' MIN.) SEWER MAIN (TYP.) SINGLE DOUBLE SERVICE SERVIf:C PROFIL #9 ALUM. CLIPS C *W." f Rrr 10,14U`C Ts -"C irei CONCRETE C we PRO►£ITT [ MAX, 10'-0"TO CENTER (MAX) SPACING I PUAPSTr..• .• RAIL 1 POST CAP_ ..rw:v.: EQUAL) POST CORNER STRETCHER BARSI ��•i•0i S� fir. 'TIE WIRES12"e 2' 1TIe•:*= M.SS Cl ....•♦. •'�•9 ROUND •. �.e:•:ti❖:❖ISS BRASS "JT OF BARS LINE POST VALVES AMO FIT - P7i ••Pii0(SEE NOTE 1) �T" f Y•N TEE 1 ♦ 1 ♦•Od�•i4� �•TENSION I••• i•T :'•ii�•• TURNBUCKLE GRADE 1 OIL-FItt" • 11• PSI CONCRETE 12 12" I CAST IPON PRCSSI,O_ FENCE DETAI r.M.-le Ali e�AN •.;,! Y VALV£ e0[ ' J. (ROSS CATE POST eR .❖4@ POST •.••....Vy•7 ,li! ;i•ti .a:.d. . . .4•s o•I iA .M:•tip �••.1r` ':• fit L -II I 1 ---3000 P.S.I. _CENTER STOP I 12 ' -I 6" CONCRETE 12" x 12" x 16" I. 12" 20' MAX. • D_V_RLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY, 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. 2AIN LINK FENCE DETAIL CITY OF SANFORD MAY 1997 FIG. 304 NOTES: 1. INVERT OF LATERAL Vaa v:' ('M'ft SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS Sr.,,: K "*t:ID AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTM 3. CITY APPROVED ELECTe•yrC LLC.•1.4 OCv'CE SMALL BC INSTALLED AT THE END OF CAC,- S'P.ti:t 4. PfS^ENTIAL SERVICES 5•Aa 9- 4 rir_+CS k NON-RESIDENTIAL SERVICES SHALL K 6 INCHES IN Durrl:e as A ♦RNV 11, SANITARY LATERAL DETAIL NOTE: DIMENSIONS %w --L VARY ACCC•c_,,%,^- TO LINE SIZE. THIS CETA j. IS DIAGRAMMATIC ONLY. ARRA-?',E F•' 14G TO PROVIDE READY ACCESS TO ALL CCM=O•;ENTS. ALL ITEMS S• ALL BE RIGIDLY SUPP^QTED. PRESSURE "Z ITCH DETAIL _T_ CITY OF S-&NFORD MAY 1997 FIG. 305 rn PPr .Alit 11-eUr IlurO THICKNESS (INCHES) DIAMETER HEIGHT (FEET) MATERIAL MANUFACTURER (INCHES) 48-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24. SEE SECTION 20,4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS URGER THAN 24", 2. DROP CONNECTIONS ARE REOUIRCD WHENEVER INVERT OF wrI.UENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE, 4. EACH BENCH WALL SHALL BE A MINIMUM OF IB INCHES LONG FROM THE WALL Of THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 Of THE UTILITIES MANUAL. TYPICAL MANHOLE PRODUCTS AND MATERIALS: A. E "P PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01784 AND 01785. B. rITTIN FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND D3036. C. Pvc CLEANER, PRIMER AND CLUE A SEPARATE CLEANER, PRIMER ANO CLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. sERVI:E VENT C.O. (SE(IOEIAIL TNI[ sNTEI) 1 slue -OUT I CttAT.OVI 10 K GRAVITY S• r.w P^0.4a � =t'e• �F � (s[[ aTAR 1"n ,we, SIRVN:[s STV@ -OUT VACUUM VALVE •,` (SCM 40 PVC) STORAGE PIT `VACUUM MAIN TYPICAL SERVICE CROSS-SECTION A" OIA 6" LONA SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD 90' BEND 90 BEND 4" PVC RISER A' PVC C.O. THREADED CAP r STRUCTURE •�J `' I tr':' `'°i , T 45' BEND TEE D.W.V. WYE 4' SCH AO PVC C.O. TYPICAL SERVICE VENT AND C1EAN-OUT OFTAII. VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD MAY 1997 FIG. 205 SET TOP OF VALVE BOX C *W." f Rrr 10,14U`C Ts -"C irei CONCRETE C we PRO►£ITT ►lO"'TY _ eC,NT-Of-WAY WIRING FARC- I PUAPSTr..• PKIt.M MODEL 1 ..rw:v.: EQUAL) FINISHED GRADE 2' 1TIe•:*= M.SS Cl r' CAP (MTM) BRASS "JT OF •"'�•+" @'.- r..R VALVES AMO FIT 1 11GS �T" f Y•N TEE 1 1 OIL-FItt" • I CAST IPON PRCSSI,O_ SEE NOTE 2 r.M.-le Ali e�AN •.;,! Y VALV£ e0[ GAUGE 2" (ROSS BOX SHALL REST ON RESILIENT SEAT Vn CtA PIP ; BALL C+TCCK LVE (FULL ELM Y !PASS MORA:-TAL Y E A08 MODEL R& -A0 IEE LATE 112141 Ft0-1 IC (FLANGED) WATER VALVE OR AP"Ovff ,QUAL MAIN 1 t ' I - IIfLOW OUTTLc� 1 I P_tz O.C. r_UG VALVE MOUNTED ` ly_ %!'Mar WITH 2" SQUARE A,T? +;A -. v:t (DEZURIK MODEL PW 3.4 M AM APPROVED EQUAL) NOTE: DIMENSIONS %w --L VARY ACCC•c_,,%,^- TO LINE SIZE. THIS CETA j. IS DIAGRAMMATIC ONLY. ARRA-?',E F•' 14G TO PROVIDE READY ACCESS TO ALL CCM=O•;ENTS. ALL ITEMS S• ALL BE RIGIDLY SUPP^QTED. PRESSURE "Z ITCH DETAIL _T_ CITY OF S-&NFORD MAY 1997 FIG. 305 rn PPr .Alit 11-eUr IlurO THICKNESS (INCHES) DIAMETER HEIGHT (FEET) MATERIAL MANUFACTURER (INCHES) 48-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24. SEE SECTION 20,4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS URGER THAN 24", 2. DROP CONNECTIONS ARE REOUIRCD WHENEVER INVERT OF wrI.UENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE, 4. EACH BENCH WALL SHALL BE A MINIMUM OF IB INCHES LONG FROM THE WALL Of THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 Of THE UTILITIES MANUAL. TYPICAL MANHOLE PRODUCTS AND MATERIALS: A. E "P PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM 01784 AND 01785. B. rITTIN FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND D3036. C. Pvc CLEANER, PRIMER AND CLUE A SEPARATE CLEANER, PRIMER ANO CLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION 02564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. sERVI:E VENT C.O. (SE(IOEIAIL TNI[ sNTEI) 1 slue -OUT I CttAT.OVI 10 K GRAVITY S• r.w P^0.4a � =t'e• �F � (s[[ aTAR 1"n ,we, SIRVN:[s STV@ -OUT VACUUM VALVE •,` (SCM 40 PVC) STORAGE PIT `VACUUM MAIN TYPICAL SERVICE CROSS-SECTION A" OIA 6" LONA SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD 90' BEND 90 BEND 4" PVC RISER A' PVC C.O. THREADED CAP r STRUCTURE •�J `' I tr':' `'°i , T 45' BEND TEE D.W.V. WYE 4' SCH AO PVC C.O. TYPICAL SERVICE VENT AND C1EAN-OUT OFTAII. VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD MAY 1997 FIG. 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) vs!_jJ„ j'L:E•- �g T.'. ff'hj.'Ibd",NCwr`"+EIRr -- ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER ,a CENTERED ON MAIN 1 t OPERATING NUT CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 7FIG. 400 UTILITY STANDARD DETAILS DATE Un EA PAD IN IED AREAS FIGURE 107) ED GRADE STABLE CAST VALVE Box IG ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL, BUTTERFLY VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 FIG. 401 BALL VALVE FOR 2 IENT PIPE AND FITTINGS OR INCHES AND BELOWE, SCHEDULE 80 PVC PIPE FL DOUBLE CHECK OR (DOMESTIC AND IRRI-REDUCED WHERE WATER PRESSURE ZONE GATION ONLY. 2 REOUIRCDDETECTOR ASSEMBLY AS UNION TO BE FLUSH WITH APPROVED BY THC CITY TEST COCK (TYP.) 24" SQUARE AND SHUT OFF VALVE PUMPER NOZZLE "IR UNION THREADEDDIELECTRIC ABOVE (2 REQUIRED) NIPPLE (TYP.) I GRADE CLEANOUT \` + - - 90' OCND METERS 1-1/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. CURB STOP (2 REQUIRED) 4. WATER S--- M S.•Pll[0 BY THE CONTRACI:a SERVICE LINE FINAL GRADE IF AS �•4..' A -•Crit -Y 24"--"I .,,J tYii+/hi.. ,`el,\'✓�< / /rT'�� •)�t1M,,lY%•/;3? (C� ',`,(y h \ cy� j•�.Q'� ���`yj� �;d rr..7 S li,r✓e�/l`7 %t'.,[��;^ye' 4 CONCRETE SLAB ,l,�l i•6%:./�-WITH NO. 6 x 6 k. i /, Y. 1y/ J .%/ T, % WIO x Wlo DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WIRE MESH FROM NOTES: TO -- MAIN BE MADE BETWEEN ALL GALVANIZED AND SERVICE 2, INCH AND BELOW ASSEMBLY NOTESN I, ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPC AND FITTINGS TWO (2) INCITES AND SMALLER SHALL VC THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. A. THREE (3) INC11 METERS AND ABOVE SHALL BE ABOVE GROUND INSTALLATIONS WITH BYPASS. 5. VALVES SHALL BE CHAINED CLOSED. 6. ALL FIRC LINES SHALL BE AS APPROVED BY THE FIRE DEPT. 7. THE ENTIRE ASSEMBLY SHALL DE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 8. A GATE VALVE SIIALL DE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. SCHEDULE 40 GALVANIZED Y -BRANCH PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE FL ESSURE DEVICE REDU(NOTCREQUIED IRED AND i1111NCS WHERE WATER LME (TYP,) IS UTILIZED) METER BOX AND LID UNION UNION TO BE FLUSH WITH AS REQ'D. FINISHED GRADE. 24" SQUARE AND SHUT OFF VALVE PUMPER NOZZLE Lit 12" 10 30" M/H � ABOVE CURD 4" TO 6•' GRADE FINISHED I GRADE CLEANOUT \` + SHEAR PAD. (SEE L METER METERS 1-1/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. CURB STOP NOTE 2) 4. WATER S--- M S.•Pll[0 BY THE CONTRACI:a SERVICE LINE LINE IF AS �•4..' A -•Crit -Y APPLIES ONLY IF IRRIGATION METER HAS (SEE FIGURE 107) SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP THE IRRIGATION METER WILL BE PARALLEL SEPARATE TER CLKa TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. r WATER MAIN AROUND NOTES: y I. A POSITIVEDIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENI S. 1'A.. •: to ter• a" 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE. OR AT PROPERTY LINE AND IN NO CASC SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. M J HYDRANT 3. USE PRIMER SU17ED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. ANCHORING TEE A. DOUBLE CHECK VALVES SHALL NOT BE USED WHERE GROUND LEVEL POP UP ' HEADS ARE IN USE. a IRT ION_4ET ,$ AND DOUBLE CHECK VALVE OR REDUCED PRESSURECKFLOW PEI -VENTER CITY OF SANFORD MAY 1997 FIG. 503 HYDRANT Y -BRANCH LOTS (TYP.) SERVICE (TYP.) OPERATING \ TER k STRAINER I PROPCRTY NUT LME (TYP,) Gs7� E NOTES 9-10) HOSE NOZZLE pe • MUM AS REQ'D. �Z 24" SQUARE AND 00 PUMPER NOZZLE Lit 6" THICK REIN- M/H � FACING STREET Sz Ar FORCED CONCRETE -_ i CLEANOUT \` + SHEAR PAD. (SEE (TYP) METERS 1-1/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. AND NOTE 2) 4. WATER S--- M S.•Pll[0 BY THE CONTRACI:a VALVE PAD LINE IF AS �•4..' A -•Crit -Y _ >< (SEE FIGURE 107) 2 - 14 AT 9" F, -Oa: C. 'PAT L,. INSULATED COPPER SEPARATE TER CLKa O.C. ALL BOXES WATEIR 111A"N - h 2- (TT-.) AROUND S:DEWALK (TYP,) y F":'r" Cr MIT Lw,- •:•n. 1'A.. •: to ter• a" 1_ ANCHORING TYPE 90' BES_ S-.A:.L C^.".T B, LtSEC '^'E -'E PIGHT- coMPAcr(o BACKFILL OF-WAY CONSTRUCTIC4 r""-' h_' A_LC`R( «ti`S'A'�t'••C•. Cr A M J HYDRANT FLANGED 'Y TO BYPASS TYPICAL SECIA"CE LG:-TI0,L• CETA' u ANCHORING TEE SEE NOTE 3 a THE CITY 1 TNC ABOVE GROUND BYPASS LINE Sw,l h' SZfO rcR ETRE now 12" MIN. :- �"''41'tl�[;i��rEl 6" BEDDING ROCK -78" PIPC RESILIENT SEAT GATE VALVE AND Box MECHANICAL JOINT (SEE FIGURE 400) WITH RESTRAINERS (TYP.) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSEb SECTION. 3, CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM, 4, FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. FIRE HYDRANT A5,5EMBLY DETAIL CITY OF SANFORD MAY 1997 FIG. 402 O.S. h Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) RODS ON D.I.P. RISER (TYP) FLANGED 90' BEND 4" CONCRETE SLAB (2 REO.) WITH NO. 6 Of 6 i WIO Of WIO WIRE MESH 1v b �p ,e k •p tiY^•[.';"'� 1/2" PREFORMED JOINT !`,MATERIAL BLI WEEN 36" MIN, COVER A J• , N'• j PIPE AND CONCRETE `` J• SLAB (TYP) MON 90' VEND (2 REO.) ro S[x VICL THRUST COLLAR ROODFD TO TIIRJST COLLAR RODDED TO 90' BEND OR AS REQUIRED 50' DEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY ,3. _INCH AND ABOVE ASSFM91 DOUBLE CHECK VALVE DETECTOR METER - ASSEMBLY (MINIMUM) BALL VALVE (2 REQUIRED) S'0" MIN )-- - CONCRETE SLAB � ABOVE GROUrLD1=E WITH DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD MAY 1997 FIG. 500 TRAFFIC COVER WHERE REO'D. DOUBLE METER BOX (18" x 24" MIN.) FINISHED GRADE 2" CAP/`'• 2" GATE VALVE N 2" 90' BEND 7 2" 90' BEND RESTRAINED JOINT DUCTILE IRON 6" BEDDING ROCK WATER MAIN TAPPED CAP NOTES: 1, ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3LQWOFF VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 403 RIGHT OF WAY LINE BYPASS - FLANGED TEE - (2 REQUIRED) DOUBLE SI•er.E Y -BRANCH LOTS (TYP.) SERVICE (TYP.) STOP (I' MIN.) \ TER k STRAINER I PROPCRTY (1" x 3/4" LME (TYP,) Gs7� E NOTES 9-10) ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. pe • MUM �Z z -K 00 ! Lit MIN. M/H � 2'0" MIN. Sz Ar �Ru•1 25 1'..W-. -_ i CLEANOUT \` + 1. (TYP) METERS 1-1/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. AND 7 4. WATER S--- M S.•Pll[0 BY THE CONTRACI:a MAIN (MIN.) f Rf LINE IF AS �•4..' A -•Crit -Y 2 REQUIRED (TYP.) CODED 14 GAUGE F, -Oa: C. 'PAT L,. INSULATED COPPER SEPARATE TER CLKa 0:1^e^..f0 JOINT DUCTILE IRON P:P(. A!:r,f CRtit J:•TS BOXES WATEIR 111A"N TUBING 2- (TT-.) ONLY)ETLIYLENE S:DEWALK (TYP,) y F":'r" Cr MIT Lw,- NJTES: TeAfC (3) INCH METERS AND ABOVE SHALL !E AY1t C•OVM 1_ ANCHORING TYPE 90' BES_ S-.A:.L C^.".T B, LtSEC '^'E -'E PIGHT- 45' OF-WAY CONSTRUCTIC4 r""-' h_' A_LC`R( «ti`S'A'�t'••C•. Cr A STRAIGHT ASSEMBLY. FLANGED 'Y TO BYPASS TYPICAL SECIA"CE LG:-TI0,L• CETA' PRESSURE ZONE DETECTOP ASSEMBLY AS REQUIRED By CITY OF SANFORD MAY 1997 FIG. 404 1/2" PREFORMED JOINT MATERIAL BETWEEN PIPE AND CONCRETE SLAB A. CONCRETE SUB WITH -� NO. 6Of6.WIO xW10 WIRE MESH rc �yy 1" rlE/ pa u � n v -FROM MAIN THRUST COLLAR IN RODDED TO 90' BEND OR RESTRAINED TO VALVE AS REQUIRED BY THE CITY DRIMF(CfIDN 1•ler• be110 pies, In aryl.., ell n.. .alar maln� •hex be chloAnONd III aerd°n°e with In• •p.cIIIcolI n tidos aM In. °:.•Jura ..Inn. N AWWA C -est sl°,werd P,.o.J.- lar Dbl.l.al.g wal., ..'A,'. DOUBLE CHECK BACKFLOW All Pro -Id -m of the 1`1111,00Dq•aAmal of (nrlama nn -1 Pd ladan puma .hex be 0-01I.d .uh. 2"METER ttNPDaARY ANMKR CONN[CRON NOI OI PREVENIER ASSEMBLY 1, A 1•mpea.y lump•, pnM<Mon I. "qulad d all eemwllons bar.... ..kiln; PCN, N GALVANIZED man. and pl.,...d n.. wale, man N.p.or•m.nl.. PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY !. In. 1111-: oMr. ot Io , I. for luring oay a re1•r ,,Lown el enr ds. bN SUPPORTS AS REQUIRED. .dW(I! • .N• .at•, Im ane lar Ilu.hbp M m. mels• uP To / WC la. w D4WIIER (AA rl.1 ..y um .aa.. one Ir .... bah ll be AVI ,.,naso• Jr. - A A. main al any e1 u. TM lthe ana.11•e M.. b• mdnlai.w un1N le, lllllnp, Il,:'.A .lann0 and A the fNri .1 In• 1..s Also, Of hors b ... aaealuNr a pl•II •1.J aarana for We IroM In• Nerlda D•ponm.nl •. InArenmalel P:Hdlw (r III end •IMr pM1AW age l.. nm• b... n,d.w, Th. I..", aonn•.D.l, It*, -4 eba Ie W,,it to • m11111AVA, Pree.ure al 70 PH N .h• n•. mein. a1 Nr 4I.IM.e Nsn end uhiu In• } ,DEP .I.ar.AA, Tetter 1.-bl.l,.d ed•qual.. T-1 W.,.ing eAd/er 1.elraNl. .hall be L Prw•d I.mporoAiy, p. r.qul,.d. Pipe end 14111.0. used lar conn•cling IM new pipe to Ohs MolinNe pip♦ .bell P• dM1lnbwd prior la Inelal1-A In eeM a ardo-, with AWwA 0451, 12" TO 30" 1/4" HOSEBIDR 1977 .dlllon. ire IopPing duo and I..I•rl•r we M014 to be I.Pp,d .hall be AI•h.l•.I.d 1, sprorinP Ar ­11,A,bin, per aWVACUUM BREAKERction D of AWWA C651-92. ABOVE W/ VACUUM W hl.q d ID Nen., N dlem•I.r a.d Nr9.r .01.1 man. may be de.. Oh ... gh m• 11 -to 2" SCHD. 80 PVC.- GRADE -�- 2" SCHD. 80 PVC .air, w.d....ry .e.l..u.e ..nml1.n.. Th. No..N9 Prase",...nal b. 1.0-di PRESSURE GAUGE A. The xe-In .elf.. ..all " ep.-I.11 and Is .... ar• N.I.d I. In. pr...... e1 we Winer ' P1. nl orPnlr"risk rhot tphi,M a°'s, w w on DOUBLE STRAP SADDLE p); 1. The 1.mpuary 1-mp10 the ., c.m•cn.n •hall ►. s...w<..4 e. If Wild. Tn. lsW,.p.. .a....nob b....d 1.: m...... or m•N end Lor pr...a.9 ..1., 1w bee- 2" CORP. STOP 1-1-gi.al .-pg.g a me n.. main e. I.q.k.d br w. rD(P ►•rmx. • rla.whq •hall All be oD.mpl.d dw4.9 peal, demand M-„ .1 the ..I.AAq sal., 2' CORP. STOP ma_n.. • All d.ad:.m ,d... In In. system mud b. pen Prior N ep.nlo, In. 11-1. .4b.• EXISTING • D NEW WATER LINE • P­IdTla, ..d mo.R.r A. ..w WATER LINE p:•eu: In IM 0I. -I. p•Iwl. IM pr• •NIM eM.IN9 elf - All dil., b.Nw 35 pl. • the Ne -N "Ne .nail be aP... 4 . 1.. tum. Seer, •na1119 a P:eaa drop at-, the ..1,. I. Paobl IMS ID pit. FLOW C. Th• III -In roll Brox be looked ,New by the Idlary ••,,,"Ay until Iluenl.9 be01n,, D. Th, IN -le .1.b• shelf be .,,sad •her Iw ua,hln9 AT Me n,. mein. The pre jw •nal W -9, to 11 Thr Worry, a all tier Asha wed to a IN he91n..r. L. Cher M." .O, IM x• -In rda .nen b• .Nord end 1e -kw 111 .M •loud peeulen by In. unllry .-P-'. 4. The aa,eaer .hex pr -ad. d -a -1.11w d•mo.0r.an9 IMI the do.M. aM,k bo,kne. TIE-IN VALVE MUST BE CLOSED AND p.r..n.n dad,. be. b- 1.11.4 and 11 N pew .e,unp .,it., .1 the nm. eI Ndqumlen• REMAIN LOCKED, CITY TO PROVIDE 5. (-.-of ° I W.d I• Naeh an.. •1 0r.el.r rM„ a I . ., N dmmd.r• the 11-1. airs LOCKING MECHANISM. VALVE WILL OC .ban r .1. ""'d °114 .,WI As N --•d I. 1.• IL it p..W.n by 1 any .-P.A,. In• OPERATED BY CITY PERSONNEL ONLY. x.-I..a--..hall r A.I" 1.1k.e ,meed WAn1 the ... .yd•m he. been .'..,ad 1., a. by r0L1 •M .x AiM,•p.l.iad -0 r..la, 4. Up.. r.apt •1 aberonc. for VA. 1'.m rare A. .II •..r -M.1.. e0•naa. $he e.1., mm...,. he . Parryamp l... -A.". I'A. NrarandN eA top. - be NOTE: .Toad end Plugged .'Im A In,h b,aa plug.. 7. All N.Iex.uen end manNnaa. of the I.mpor.ry I•waor ewn..nw end e...ela.e THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS. baakne. P.. -•hush d•rk•, IIIIIn9y r.N•. d.. .nal be In• ........MOF .1 m. .enNedor. ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. WATER SYSTIEW TESTING, Nydra.l.11s 1..sing •Ma be p.,lem••d .1 150 pauna. per •suer. Nen wa,u:, unless ea.wp. •pp: -.d by the City, for a Paned • bel I A ben Iw (2) hear.. T..n.9 .hall be N 14406• sill, the appli Dl• p,-dela:• - ••1 With In 11.0- 1 . AWWA Sionda,d C6V0 Ior `°11 1• If I WMA n Al -1161, b o. ppe end A N° ud Number Y-23 IM PVC pip.. Th. 1.d1.9 pra.dun shall N.l"d, the -11-d appik-1.w. el the ,p..Ill.d p .... I 1• 111. Teel ey1l•M, 101 IM Ise hew period, by •°y At • pumP lakl.g j,pply 1- . aenl.ln•I .WIpLI. lar m•-mrin9 wet., la•. IM w1.ounl el bit .11. b• da.nn..l by 11.11 6. 0 IM TEMPORARY JUMPER CONNECTION ,alum. dl. plat •J he . eald -onl.d 1; Sha Vld .. Lori tell, n V, I"ry ,•pain .hI b. amplbad ll .. .on0... and Ili Nd np••I•d un,u go,g, IM .rill ]heJ IlmO.. IM shall lumhh IMn .l le ear, . r p.rIA, Pave, end all olio 1..m. ngW,w la .-n11,,c1 Ih• nqulr.d .-1.r Jl,l,lbullon ,y.i•m end p•n•,m a<.e•ery r.P-Pe. CITY OF SANFORD MAY 1997 FIG. 504 Y -BRANCH S'0" MIN, STOP (I' MIN.) AL COLOR k TER k STRAINER I WITH LOT NUM- (1" x 3/4" G�Ifn� i&WrG Gs7� E NOTES 9-10) ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. -� �Z z -K za� ! Lit MIN. S' MAxPROPERTY 2'0" MIN. �' S V. Z. �Ru•1 25 1'..W-. -_ i TILINE 1. AIL 11`f1 AeC FITTINGS, MATERIALS. LAM=•_ a.0 A)tf!(fIANC(S METERS 1-1/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. AND 7 WATER METER UP TO 2" S--- M S.•Pll[0 BY THE CONTRACI:a (BY CITY OF SANFORD) SINGLE SERVICE LINE INDIVIDUAL METER BOXES k 2 A.- fe'Pf A^7 FITTINGS THREE (3) In.54ES A.^ LA•R:f• S••.A:1 WE CODED 14 GAUGE INSULATED COPPER CORPORATION STOP, 0:1^e^..f0 JOINT DUCTILE IRON P:P(. A!:r,f CRtit J:•TS h FITTING TUBING (NORMALLY OPEN) ONLY)ETLIYLENE Sr j, BE ►ACTORY-FLANGED. y 12" SPOOL PIECE 3 TeAfC (3) INCH METERS AND ABOVE SHALL !E AY1t C•OVM V 45' DOUBLE CHECK OR REDUCE' INSTALLATIONS WITH BYPASS. FLANGED 'Y TO BYPASS PRESSURE ZONE DETECTOP ASSEMBLY AS REQUIRED By A- VALVES SHALL BE CHAINED CLOSED. $ THE CITY 1 TNC ABOVE GROUND BYPASS LINE Sw,l h' SZfO rcR ETRE now FECV'REMENTS. I >Nu y I V s m O moore uo r W f O.S. k Y. RESILIENT SCAT VALVCS R A-1 FIVE LINES SHALL BE A MINIMUM Or (C,•T (1) FCNES (S REQUIRED) x u S Vr 3 C4 AS A.►PROVCD BY THC FIRE DEPT. 90' fLAA.CED BCND 7 T -T INTAt ASSCMBLY SHALL BE PAIIett: SArTTY ACD FOR FIRE U2 W /••C'ECTCAw USES AND BLACK FOR ALL CT-(• VIES. RODS ON D.I.P. RISER 12" MIN. 1 A CRTC VcwE SMALL BE INSTALLCD AT THE ASICs i 36" MAX. CCnt.•PKtN r0,[.i i0 THE MAIN. re • •' r /� • 4, , �• d r r.. FINISHED GRADE ~ 9. :1-.. :aw.T`C-1fN` PCw W : It METERS SMA:t VEA. rr�y'.�j} f %;Crl Tl`�!ff �NJh`[4.v'JN' .;;,� { yam r((.�• ` any gOr MJ VEND (2 K.OVIRCD ) [= Gf •c'*• rAS'(R METERS SHALL BE EITHER CCw*XlwO 'YC Cap lea_NC !.»•,'r( TTP( nLy'„•�p: / ,?/r;+r; J ,y'� Jr AS BETERMINCD FROM THE M:AlCSED LLAT A.^- AS a►+I?.fD BY THE UTILITIES DIRECTC+. TO SERVICE - ADJUSTABLE PIPE i THRUST COLLAR ROCGED TO SUPPORT STANDS 90' BEND OR TOTG:Y RCSTRAINED AS RIO --,RED o BY THE CITY , .DUAL DOMESTIC-FIRE/FLOW DOv''-'-x-iTER ►.FASTER METER ASSEIVIM _ CITY OF SANFORD MAY 1997 FIG. 501 DRIMF(CfIDN 1•ler• be110 pies, In aryl.., ell n.. .alar maln� •hex be chloAnONd III aerd°n°e with In• •p.cIIIcolI n tidos aM In. °:.•Jura ..Inn. N AWWA C -est sl°,werd P,.o.J.- lar Dbl.l.al.g wal., ..'A,'. DOUBLE CHECK BACKFLOW All Pro -Id -m of the 1`1111,00Dq•aAmal of (nrlama nn -1 Pd ladan puma .hex be 0-01I.d .uh. 2"METER ttNPDaARY ANMKR CONN[CRON NOI OI PREVENIER ASSEMBLY 1, A 1•mpea.y lump•, pnM<Mon I. "qulad d all eemwllons bar.... ..kiln; PCN, N GALVANIZED man. and pl.,...d n.. wale, man N.p.or•m.nl.. PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY !. In. 1111-: oMr. ot Io , I. for luring oay a re1•r ,,Lown el enr ds. bN SUPPORTS AS REQUIRED. .dW(I! • .N• .at•, Im ane lar Ilu.hbp M m. mels• uP To / WC la. w D4WIIER (AA rl.1 ..y um .aa.. one Ir .... bah ll be AVI ,.,naso• Jr. - A A. main al any e1 u. TM lthe ana.11•e M.. b• mdnlai.w un1N le, lllllnp, Il,:'.A .lann0 and A the fNri .1 In• 1..s Also, Of hors b ... aaealuNr a pl•II •1.J aarana for We IroM In• Nerlda D•ponm.nl •. InArenmalel P:Hdlw (r III end •IMr pM1AW age l.. nm• b... n,d.w, Th. I..", aonn•.D.l, It*, -4 eba Ie W,,it to • m11111AVA, Pree.ure al 70 PH N .h• n•. mein. a1 Nr 4I.IM.e Nsn end uhiu In• } ,DEP .I.ar.AA, Tetter 1.-bl.l,.d ed•qual.. T-1 W.,.ing eAd/er 1.elraNl. .hall be L Prw•d I.mporoAiy, p. r.qul,.d. Pipe end 14111.0. used lar conn•cling IM new pipe to Ohs MolinNe pip♦ .bell P• dM1lnbwd prior la Inelal1-A In eeM a ardo-, with AWwA 0451, 12" TO 30" 1/4" HOSEBIDR 1977 .dlllon. ire IopPing duo and I..I•rl•r we M014 to be I.Pp,d .hall be AI•h.l•.I.d 1, sprorinP Ar ­11,A,bin, per aWVACUUM BREAKERction D of AWWA C651-92. ABOVE W/ VACUUM W hl.q d ID Nen., N dlem•I.r a.d Nr9.r .01.1 man. may be de.. Oh ... gh m• 11 -to 2" SCHD. 80 PVC.- GRADE -�- 2" SCHD. 80 PVC .air, w.d....ry .e.l..u.e ..nml1.n.. Th. No..N9 Prase",...nal b. 1.0-di PRESSURE GAUGE A. The xe-In .elf.. ..all " ep.-I.11 and Is .... ar• N.I.d I. In. pr...... e1 we Winer ' P1. nl orPnlr"risk rhot tphi,M a°'s, w w on DOUBLE STRAP SADDLE p); 1. The 1.mpuary 1-mp10 the ., c.m•cn.n •hall ►. s...w<..4 e. If Wild. Tn. lsW,.p.. .a....nob b....d 1.: m...... or m•N end Lor pr...a.9 ..1., 1w bee- 2" CORP. STOP 1-1-gi.al .-pg.g a me n.. main e. I.q.k.d br w. rD(P ►•rmx. • rla.whq •hall All be oD.mpl.d dw4.9 peal, demand M-„ .1 the ..I.AAq sal., 2' CORP. STOP ma_n.. • All d.ad:.m ,d... In In. system mud b. pen Prior N ep.nlo, In. 11-1. .4b.• EXISTING • D NEW WATER LINE • P­IdTla, ..d mo.R.r A. ..w WATER LINE p:•eu: In IM 0I. -I. p•Iwl. IM pr• •NIM eM.IN9 elf - All dil., b.Nw 35 pl. • the Ne -N "Ne .nail be aP... 4 . 1.. tum. Seer, •na1119 a P:eaa drop at-, the ..1,. I. Paobl IMS ID pit. FLOW C. Th• III -In roll Brox be looked ,New by the Idlary ••,,,"Ay until Iluenl.9 be01n,, D. Th, IN -le .1.b• shelf be .,,sad •her Iw ua,hln9 AT Me n,. mein. The pre jw •nal W -9, to 11 Thr Worry, a all tier Asha wed to a IN he91n..r. L. Cher M." .O, IM x• -In rda .nen b• .Nord end 1e -kw 111 .M •loud peeulen by In. unllry .-P-'. 4. The aa,eaer .hex pr -ad. d -a -1.11w d•mo.0r.an9 IMI the do.M. aM,k bo,kne. TIE-IN VALVE MUST BE CLOSED AND p.r..n.n dad,. be. b- 1.11.4 and 11 N pew .e,unp .,it., .1 the nm. eI Ndqumlen• REMAIN LOCKED, CITY TO PROVIDE 5. (-.-of ° I W.d I• Naeh an.. •1 0r.el.r rM„ a I . ., N dmmd.r• the 11-1. airs LOCKING MECHANISM. VALVE WILL OC .ban r .1. ""'d °114 .,WI As N --•d I. 1.• IL it p..W.n by 1 any .-P.A,. In• OPERATED BY CITY PERSONNEL ONLY. x.-I..a--..hall r A.I" 1.1k.e ,meed WAn1 the ... .yd•m he. been .'..,ad 1., a. by r0L1 •M .x AiM,•p.l.iad -0 r..la, 4. Up.. r.apt •1 aberonc. for VA. 1'.m rare A. .II •..r -M.1.. e0•naa. $he e.1., mm...,. he . Parryamp l... -A.". I'A. NrarandN eA top. - be NOTE: .Toad end Plugged .'Im A In,h b,aa plug.. 7. All N.Iex.uen end manNnaa. of the I.mpor.ry I•waor ewn..nw end e...ela.e THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS. baakne. P.. -•hush d•rk•, IIIIIn9y r.N•. d.. .nal be In• ........MOF .1 m. .enNedor. ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. WATER SYSTIEW TESTING, Nydra.l.11s 1..sing •Ma be p.,lem••d .1 150 pauna. per •suer. Nen wa,u:, unless ea.wp. •pp: -.d by the City, for a Paned • bel I A ben Iw (2) hear.. T..n.9 .hall be N 14406• sill, the appli Dl• p,-dela:• - ••1 With In 11.0- 1 . AWWA Sionda,d C6V0 Ior `°11 1• If I WMA n Al -1161, b o. ppe end A N° ud Number Y-23 IM PVC pip.. Th. 1.d1.9 pra.dun shall N.l"d, the -11-d appik-1.w. el the ,p..Ill.d p .... I 1• 111. Teel ey1l•M, 101 IM Ise hew period, by •°y At • pumP lakl.g j,pply 1- . aenl.ln•I .WIpLI. lar m•-mrin9 wet., la•. IM w1.ounl el bit .11. b• da.nn..l by 11.11 6. 0 IM TEMPORARY JUMPER CONNECTION ,alum. dl. plat •J he . eald -onl.d 1; Sha Vld .. Lori tell, n V, I"ry ,•pain .hI b. amplbad ll .. .on0... and Ili Nd np••I•d un,u go,g, IM .rill ]heJ IlmO.. IM shall lumhh IMn .l le ear, . r p.rIA, Pave, end all olio 1..m. ngW,w la .-n11,,c1 Ih• nqulr.d .-1.r Jl,l,lbullon ,y.i•m end p•n•,m a<.e•ery r.P-Pe. CITY OF SANFORD MAY 1997 FIG. 504 CORPq�AARK WITH WOOD Y -BRANCH STOPAINTED IOCNTI- STOP (I' MIN.) AL COLOR k € 4 WITH LOT NUM- (1" x 3/4" G�Ifn� i&WrG Gs7� x 3/4') ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. ZTOP OTE 3) �Z z -K za� ! Lit \ S' MAxPROPERTY ar �' S V. Z. �Ru•1 25 1'..W-. � # i TILINE a 3 fl METERS 1-1/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. AND 7 WATER METER UP TO 2" (I" MIN.) (BY CITY OF SANFORD) SINGLE SERVICE LINE INDIVIDUAL METER BOXES k CONTINUOUS COLOR � �rY�L CODED 14 GAUGE INSULATED COPPER CORPORATION STOP, LOCATING WIRE h FITTING TUBING (NORMALLY OPEN) ONLY)ETLIYLENE LOCATING WIRE ALONG y MAIN (SPLICE SERVICE WIRE 10 MAIN WIRE) V 45' ( h $ N IG> CW z I >Nu y I V s m O moore uo r W f - . � y S x u S Vr 3 V U2 W ■ �tr i � � N • \� W 4 se i o _ a< i:; I i 1 S e i I �- [ •'- i a 7 npp pI f rc At I" I U N m Z TYPICAL RESIDENTIAL REFI,' r`3-: a 10RI yATIQN SYSTEV Lt U11 CITY OF SANFORD MAY 1997 FIG. 505 CORPq�AARK WITH WOOD Y -BRANCH STOPAINTED IOCNTI- STOP (I' MIN.) AL COLOR k € 4 WITH LOT NUM- (1" x 3/4" BERS x 3/4') ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. ZTOP OTE 3) �Z 9111:; 7 I Lit \ S' MAxPROPERTY ar 2" x 2" x 16' STAKE WITH THE TOP PAINTED BLUE AND MARKCD WITH THE W TILINE a 3 (1BOX METERS 1-1/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. AND 7 WATER METER UP TO 2" (I" MIN.) (BY CITY OF SANFORD) SINGLE SERVICE LINE INDIVIDUAL METER BOXES k CONTINUOUS COLOR � �rY�L CODED 14 GAUGE INSULATED COPPER CORPORATION STOP, LOCATING WIRE h FITTING TUBING (NORMALLY OPEN) ONLY)ETLIYLENE LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE 10 MAIN WIRE) 30' - 45' CORPORATION Y -BRANCH U��fx STOP (I' MIN.) FITTING € 4 VALVE (1" x 3/4" V x 3/4') ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. CURB STOP Z 2 CA. 7 I = a APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A ar 2" x 2" x 16' STAKE WITH THE TOP PAINTED BLUE AND MARKCD WITH THE W NUMBER OF THE LOT(S) TO BE SERVED. a 3 4. METERS 1-1/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. TUBING 7 PROPERTY (I" MIN.) LINE INDIVIDUAL METER BOXES k � �rY�L WATER METERS UP TO Y 1 (BY CITY OF SANFORD) DOUBLE SERVICE FEBCO 810 U��fx DOUBLE CHECK NOTES: € 4 VALVE V 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SCRVIC[ LING SHALL TERMINATE UNDER A DRIVCWAY. 3. EACH SCRVIC[ SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED y 0 W om APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 16' STAKE WITH THE TOP PAINTED BLUE AND MARKCD WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. METERS 1-1/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. �- FORD Y202 S. RECLAIMED WATER SERVICES SHALL BC PAINTED PURPLE (COPPER) OR USC YOKE BAR PURPLE COLORCO CTS POLYETHYLENE TUBING. ,P METER 6 BOLUE COLORED CTS TABLE WATER VPOLYEIHYLCNCCTUBINGED BLOC (COPPER) OR USE AWWA TYPE CC THREADS FORD CURB STOP SV92-323W WATER MAIN TYPE "K" FLEXIBLE WATER SERVICE CONNECTION DETAIL SADDLE COPPER OR CTS U POLYETHYLENE -T TUBING (i" MIN) CITY OF SANFORD MAY 1997 FIG. 405 F RESILIENT SEATED BALL VALVES METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE. I 4" TO 6" CURD -•1 Ill i PVB DEVICE (NOT REOUIRCD WHCRC RECLAIMED WATER IS UTILIZED) SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS, DIELECTRIC UNIONS SHALL BE USED. 12" MINIMUM ABOVE 12" TO 30" THE HIGHEST OUTLET I ABOVE GRADE Is \ POP-UP SPRINKLER HEAD 1L� •4 METER SHUT OFF VALVE +COPPER SERVICE APPLIES ONLY IF IRRIGATION NOTES; METER HAS SEPERATE TAP TO MAIN. IN MOST CASES 1. PRESSURE VACUUM BREAKER (PVB) CANNOT BE INSTALLED -•- CORP. STOP THE IRRIGATION METER WILL WHERE THERE CAN BE BACKPRESSURE, ONLY WHERE THEIR: BE PARALLEL TO THE HOUSE CAN BE BACKSIPHONAGE. • DOUBLE STRAP METER AND OFF OF THE SADDLE SAME SERVICE CONNECTION. 2. THE PVB SHALL HAVE A SHUT-OFF VALVE DOWNSTREAM WATER MAIN OF THE METER AND DEVICE. - 3. THE PVB MUST BE INSTALLED AT LEAST 12" ABOVE THE HIGHEST OUTLET OR, IF IT IS FEEDING AN OPEN TANK, AT LEAST 12" ABOVE THE HIGHEST OVERFLOW RIM OF THE TANK. 4, FREEZE PROTECTION SHALL BE ADDRESSED. IRRIGATION METER AND P� VA • UI BREAKER BACKFLOW PREVENTFR CITY, OF SANFORD MAY 1997 FIG. 502 ---- T- y U��fx Cz`p 4 G y N W l € 4 V Oat u I:W r � V �0G y 0 W om mTu > o m -o W S�7>G zC i y �3 7 N Oa W Z t yu r U i�mI� 0 � �rY�L 1 • 9 29 b N b> > my M m $ N r Z 7 a � i 0 ; 0 H> aw TYPICAL COMMERCIAL RECLAIMEp WATEg IggIGATION SYSTEM LAYOUT CITY OF SANFORD MAY 1997 FIG. 506 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT.'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. UTILITY STANDARD DETAILS I DATE I APPROVED DET003 i -•--i--�r--- --*011 ----` 4" CONC. SLAB W/ 6X6 10-10 W.W.M. I_ -I LII_ .006 II�TTT 1-f VISQUEEN 4 05a EACH WAY\ 3 -10 3" MIN. COVER COMPACTED 2500 — P.SF. FILL i YP. MAIN FRAME FTG. TYPE "All GRADE 05, 10' LONG AT CORNERS EVERY OTHER COURSE SEE ELEVATION ELEVATION }ALAN VIEW AT CORNER STEM WALL DETAILS 6• i / — n +....rig...,.. :„ ..... ....:a .,__......_.-... .,.... .•. ., .. ..,x ...,. .. I GENE fRAL NOTE 5 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2-4% AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT RATIO OF 0.58. 2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 21500 PSF. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL. MINIMUM 9530 OF MODIFIED PROCTOR SOIL COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER. 4. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53 OF THE LATEST EDITION OF AGI 318, 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM -185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8". 1 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301. 8. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH, AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). S. PROVIDE 4" THICK CONCRETE SLAB WITH 6 X 6, 10/10 W.W.M. ON CLEAN COMPACTED, TERMITE TREATED SOIL. MOISTURE BARRIER BENEATH FLOOR SHALL BE 6 -MIL. VISQUEEN. 10. PROVIDE STEEL TROWEL FINISH FOR ALL ' INTERIOR SLAB AREAS. PROVIDE WOOD TROWEL FINISH FOR ALL EXTERIOR SLAB AREAS. 1111. PROVIDE 1/8" WIDE X 1" DEEP TYPICAL_ SAW -CUT CONTROL JOINTS AT LOCATIONS SHOUoN ON PLANS WITHIN 12 HOURS OF FINISHING SLAB. 12. PROVIDE FILLED CELLS WITH ONE CONTINUOUS NO. 5 VERT. REBAR FROM THE FOOTING STEEL TO BOND BEAM ABOVE, MAX. SPACING AT 8'-0" O.C. AND ON BOTH SIDES OF OPENINGS. MINIMUM 25" LAP SPLICE. 13. ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH AGI 530/95 AND ACI 530.1-95. 14, THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION' ACTIVITIES, THE CONTRACTOR IS TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES. 15. STRUCTURAL STEEL SHALL CONFORM TO THE RISC "SPECIF- ICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 16. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS DI.1. M. ANCHOR BOLTS SHALL CONFORM TO ASTM -30-t. 18. STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. 19. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 4" CONC. SLAB W/ 6X6 10-10 W.WM. 5 058 EA.WAY 5 "13a EACH WAY 5'- 3" MIN. COVER TYR INTERIOR FRAI"iE"'F`TCx.._'C' i f;ZNER BAR 4 05a EA. COL. III III III III 4 058 EACH WAY 3" MIN. COVER REAR WALL COLUMN DETAIL TYPE iipn 4'-3" 5IDE WALL COLUMN `DEVIL TYP CORNER BARS 6 4'0/C: CM.U. >s EACH WAY -11N. COVER 05 BARS AT 8' O/C II I II 48" CORNER BARS 4' O/C II 05 BAR CONT. 05 BARS AT 4' O/C H L 8" C.M.U. I6" ill 2 05s CONT. 12" ' 20" SIDE AND REAR UWALL IBETWEEN COLS 4" CONC. SLAB U / 6X6 10-10 wijim. �'---------- ------------------------ -------- 12I ' • • • • • • 2 «5e CONT. CITY OF SANFORD BUILDING DEPt. 20" P. 0. BOX 1788 SANFORD, FLORIDA 32774- TYP. FRONT WALL FIG. SCALE: REVISIONS: D BY: H.R. DATE DRAWN: 11/06/98 TITLE BLOCK: FOUNDATION PLAN SHEET NO.. , 3/32 111 1 01-05-99 FQ FROJECT ENGINEERING 140 FLORIDA CENTRAL FAA W,AY LONGWOOD, FLORIDA 321x0 (401 ) 830-1314 • LEIFr-ER OFFICE / UJ,4FMHOUSE I OF 5 3 4 5 FILENAME : HARRY LIFFD 6 JOB NO. 98-116 t, _ 4" CONC. SLAB W/ rox(o 10-10 W.W.M. all 474 =- /-=-- --- i 12" '=,- .', „' L_'Iili-III ISI -II ti•t �� �-.006 �'�--; - I I I (I �— V15OUEEN 1__...._ _4 05s EACH WAY--' 3" MIN. COVER COMPACTED 2500 P.S.F. FILL TYP. MAIN FRAME FTC. TYPE "A" GRADE *5, 10' LONG AT CORNERS EVERY OTHER COURSE SEE ELEVATION ELEVATION ffLAN Vlr=W AT CORNER STEMWALL DETAILS SCALE: 3/32'1 CENE RAL NCOTE 5 I. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2-4% AIR ENTRAINMENT, AND A MAXIMUM WATER TO CEMENT RATIO OF 058. 2. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL PRESSURE OF 2,500 PSF. 3. ALL FOOTINGS SHALL BE PLACED ON WELL COMPACTED SOIL. MINIMUM 95% OF MODIFIED PROCTOR SOIL COMPACTION SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER 4. CONCRETE MIX SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AGI 301 CHAPTER 3, METHOD 1 OR 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 53 OF THE LATEST EDITION OF ACI 318, 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60, Co. WELDED WIRE FABRIC SHALL CONFORM TO A5TM-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8". -1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AGI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301, 8. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST THE EARTH, AND 2" FOR ALL OTHER CASES (UNLESS NOTED OTHERWISE). S. PROVIDE 4" THICK CONCRETE SLAB WITH 6 X 6, 10/10 W.W.M. ON CLEAN COMPACTED, TERMITE TREATED SOIL. MOISTURE BARRIER BENEATH FLOOR SHALL BE 6 -MIL. V15QUEEN. 10. PROVIDE STEEL TROWEL FINISH FOR ALL INTERIOR SLAB AREAS. PROVIDE WOOD TROWEL FINISH FOR ALL EXTERIOR SLAB AREAS. 11. PROVIDE 1/8" WIDE X 1" DEEP TYPICAL SAW -GUT CONTROL JOINTS AT LOCATIONS SHOWN ON PLANS WITHIN 12 HOURS OF FINISHING SLAB, 12. PROVIDE FILLED CELLS WITH ONE CONTINUOUS NO. 5 VERT, REBAR FROM THE FOOTING STEEL TO BOND BEAM ABOVE, MAX. SPACING AT 8'-0" O.G. AND ON BOTH SIDES OF OPENINGS. MINIMUM 25" LAP SPLICE. 13. ALL MASONRY WORK TO BE DONE IN STRICT ACCORDANCE WITH AGI 530/95 AND AGI 530.1-95. 14, THE CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO THE START OF FIELD CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS TO PROTECT AND MAINTAIN THE PROJECT LIMITS OF CONSTRUCTION DURING CONSTRUCTION ACTIVITIES. 15. STRUCTURAL STEEL SHALL CONFORM TO THE RISC "SPECIF- [CATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 16. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. 11. ANCHOR BOLTS SHALL CONFORM TO ASTM -307, 18. STRUCTURAL STEEL SHAPES, PLATES, ETC. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-36, UNLESS NOTED OTHERWISE. 19. DIMENSIONS SHOWN ON THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. 4" CONC. SLAB W/ 6X6 10-10 W.W.M. -------------- -------------------------------- 16" 5 05s EA.WAY 5 05s EACH WAY 5' 3" MIN, COVER TYP. INTERIOR FRAME FTC. "C11• DRALtN BY: N 2 I DATE DRAWN: 11/06/98 PROJECT ENGINEERING 140 FLORIDA CENTRAL PAWWAY LONGWOOD, FLORIDA 32150 (401) 830-1314 RNER BAR DL. �—H WAY :OVER REAR WALL COLUMN DETAIL TYPE IT)II SIDE WALL COLUMN pETAIL TYPE "All CORNER BARS a 4' 0/C ::.M.U. s EACH WAY 11N. COVER 05 BARS AT 8' O/C 48" CORNER BARS m 4' O/C I1� 05 BAR CONT. 05 BARS AT 4' O/C 8" G.M.U. II (oil �J 2 05s CONT. 12" 2011 SIDE AND REAR WALL j3ETUJEEN COLS 4" CONC. SLAB UP 6X6 I0-10 UU.M. „-------------------- ---- J.- e 02 'se CONT. . _7Z� "20 TYP. FRONT WALL FTG. I TITLE BLOCK: FOUNDATION PLAN I SHEET NO. L EIFFER OFFICE / WAR MOUSE 1 of 5 FILENAME : HARRY LOT2-3FD JOB NO. 98-116 1 195' -01, --..-..__. ...._.. ....o-•-.:,:..�...:..--,_ _.-. ..., _,...., .,uH.x.,. ... .. ,-...,rw. .a. �«..-..,,..�....,.,.,.. .....,....,..., .,,............ ,.............., asn-aea rrcescc 48'-9" 48'-9" 48'-9" 48'-0* 24'-4 1/2" 24'-4 1/2" 24'-4 1/2" 24'-4 1/2" 24'-4 1/2" 24'-4 1/2" 24'-4 1/2" - x 12'-2 1/4" 12'-2 1/4" 12'-2 1/4" 12'-2 1/4" 12'-2 1/4" 12'-2 I/4" 12'-2 1/4" 8'-2 1/4" 41 4' 8'-2 1/4" 12'-2 1/4" 12'-2 1/4" 12'-2 1/4" 12'-2 1/4" 12'-2 1/4 12'-2 1/4" w s e f FLOOR PLAN X �— TOP PLATE i 4" MTL. STUDS 24" O/C 1/2" DRYWALL EA. SIDE BOTT. PLATE 4'-CONC. SLAB W/ -----�oX6 10-10 W.W.M. INTERIOR PARTITION TOP PLATE ABOVE S" DRYWALL ONE SIDE ONLY. TOP PLATE 9I-©, MTL. STUDS 24" O/C 1/2" DRYWALL i 1/2" DRYWALL TO CEILING NGT. BOTT. PLATE 4" CONC. SLAB W/ 6X6 10-10 W.W.M. INTERIOR OFFICE / WAREHQQE PARTITION SHELL 5UL12INC-; SCALE: REVISIONS: BY: N.R. DATE DRAWN: 11/06/98 TITLE BLOCK, FLOOR PLAN SHEET NO. 3/3211 I PROJECT ENGINEERING -1/-0 FLORIDA CENTRAL PAWWAY LONGWOOD, LO DA 3210 (401) 830--1374 LI=FFER OFFICE / WAREHOUSE 131 MARITIME DRIVE 6ANFORD FLORIDA 2 OF E7 2 4 g FILENAME : HARRY LOT2-3FL 6 JOB NO. so-Ilro c,RAc)E EL. 32.-15 t=90NT \AEw 44 REAR VIEW 12 _J1.11 1,31 -911 51-i 11 C31 - 0 11 f,EA,5T-VATION ELF METAL SIDING l8l-911 ai-lell 25'-10" WE5T El-rEVATION RFVl510N5-. 2 3/32 3 1 4 7- 'ri OF --VIN 5'r. wp- I PATE DRAWN: 1110619b PROJECT ENGINEERING 140 FLORIDA CENTRAL PARKWAY LONG;WOOP, FLORIDA 32150 (401) 030-1314 TITLE 5LOCK: El-F-VATION5 LEPFER OFFICE / WAREHOUSE 131 mARi-rm iDRivE SANFORD FLORIDA EL. 32.15 OF FILENAME HARRY LOT2FLEV J05 NO. c1l METAL SID11\16 f'" F I" 1 7 T �� 1. 1 L -1111 11 1 11 1 r :11 1' T 15 T' F E F 1 -1, F I L �L I 4T-L44r-Ll r -Lr -Lr -L L F L -I- 17 1 LL LLT -I- $--r 74 1-li 1- T I f -- - - F I . . . . . . L 1: f r i F F- F I . . ,L L Lr -L L L L L I r -F F J- T I-- IT El l.Lr-Lr -1 rr- F Lr- T- -r I I I I I I' I F -r- --- -- I I I . . . . . . . E 'I- -F I T I .1"."1:' I L- L I t I L I -L L L L L#�J-LELI-L L L L -77-7-r- L-1, .1. - E -L_-L. L �L i-' -LL L J- J- I L -L -L I I t L - -I- I L L -J E a L il- L L 1- 1. -Er- , F I -,- L L E Lr. L L L Ma T-L T* -J- :ELrLr-LF-LF T T I I I I I I I J- �L -L44 rLt--Lr r F rL 1 r rLr # I REAR VIEW 12 _J1.11 1,31 -911 51-i 11 C31 - 0 11 f,EA,5T-VATION ELF METAL SIDING l8l-911 ai-lell 25'-10" WE5T El-rEVATION RFVl510N5-. 2 3/32 3 1 4 7- 'ri OF --VIN 5'r. wp- I PATE DRAWN: 1110619b PROJECT ENGINEERING 140 FLORIDA CENTRAL PARKWAY LONG;WOOP, FLORIDA 32150 (401) 030-1314 TITLE 5LOCK: El-F-VATION5 LEPFER OFFICE / WAREHOUSE 131 mARi-rm iDRivE SANFORD FLORIDA EL. 32.15 OF FILENAME HARRY LOT2FLEV J05 NO. 195'-01, PLAN VIEW UL. ARRESTOR 3" RIGID RISER W/ 3-4/0 METER 200 AMP. I PF MAIN BRKR P. 200 AMP. I PH. MLO PANEL -40 ELECTRIC RISER ELECTRICAL SCHEDULE pESCRIPTION ITEM REMARKS FLOURESCENT LIGHT D�K 2' X 4' RECESS FLOURESCENT LIGHT 1' X e' FLOURE&CENT LIGHT ® 2' X 2' RECESS INCANDESCENT LIGHT ¢ 60 WATT DLDG. LIGHT DUAL &POT EMERGENCY LIGHT EXIT LIGHT EXHAUBT FAN TO EM, CLDG. DUPLEX OUTLET QP 120 VOLTS SPECIAL OUTLET 120 VOLTS 81W LE OUTLET 230 VOLTS WALL SWITCH (I-WAY) SP.S.T. WALL SWITCH (3 -WAY) 3 BPD.T. TELEPHONE Qn t0 6E�R gYSTEM PLUMBING RISER 6HELL BUILPING V,41 EAVE PURLIN "Z" PURL IN W/ #5 SME BY OTHERS .L AS SHOWN S TYP. FRONT WALL SECTION R 4 SPLIT #5 BAR AT 4' C t7 n% iC L - -)i I t -n I I w I "Z" PURL IN 5' O/C TYP. SIDE WALL SECTION AT 1" IANSARD OTHERS 1AX, VERT, GUTTER 1 � SAVE PURL IN /7" PURL IN 5' O/G d MAIN FRAME BY OTHERS MTL. 511DEWALL �II r I LINTEL W/ 05 . d r.� f i �o" X 6" 5/8 " g 0 C-=N,N _r— I t VAF zIES 81� ` "S BAR AT 4' O/C MAX. 05 BAR AT 4' O/C M.Q.Y._ = r T'rFICA-1 SIDS W4LL SECTION REAR WALL SIECTION 5' O/C >THERS O/C MAX. E FND. PLAN SHT #3 —1 c •,..':'I`I tji 4zkliln«n914iir�"a.w..�........_...,..,.........w.:..n.u...,+w.r.n.�..«•:.+i.....i,...-- ...._.�_�._..._.__...._.__.�.... �...... «....._....__..._ _ _ _ _rrwwM Me+u®MI�A wN lneasn)r1W.wm1^vi<nwep:^.rmetnaY^v>.xtC:!!tlnsS.KM,A1R+*trvPm�swew�au wse4x+ru� { i SAVE PURL IN /7" PURL IN 5' O/G d MAIN FRAME BY OTHERS MTL. 511DEWALL �II r I LINTEL W/ 05 . d r.� f i �o" X 6" 5/8 " g 0 C-=N,N _r— I t VAF zIES 81� ` "S BAR AT 4' O/C MAX. 05 BAR AT 4' O/C M.Q.Y._ = r T'rFICA-1 SIDS W4LL SECTION REAR WALL SIECTION 5' O/C >THERS O/C MAX. E FND. PLAN SHT #3 —1 c P V 9 A ' I City of SAnford Mood co&'q In t61nFt«vIl flll«mbll, fl t« ;«10 140 Ind. tod&d PJ1oulvI160 bodb i o§� el. •-.---....� Ngtlbnal f loplficll 0666 i to §A6 City Code RAMC�ir�it�l�tJ'i" r I SANFORO BUIL LING DEPT, THESE PLANS ARE REVIEWI-n AND CONr)ITIONAL.LY ACCEPTED FOR PERMIT, A PYRMIT 16SLIVID AHkLIw SE CONSTRUED TO BE A L.ICENSR TO PPOCUb WITH THE WORN: AND NOT AS AUTHORITY TO VIOLATE', .��� r, J11PROVISIONS CANCEL. ALTER, OR SET ASIDE ANY OF THE OF THE TECHNICAL CODES, NOR SHALL C'!" Y OF j,iP ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, _CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. j BRAL INSK Kh"N' R-EQUiRRD,