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Home My WebLink About401 Towne Center Blvd 97-2335 (a)a 0 PL s 0' NS TRUC TION A N, SITE C ti n INC. sur veyors ,1021422-8062 +V .. .. ... ... ... _. _...L __... ... __._...._.— :Y O I INC. sur veyors ,1021422-8062 +V .. .. ... ... ... _. _...L __... ... __._...._.— _...__... _. INC. sur veyors ,1021422-8062 4, r e . r : r.. , .r,. i + n...., ..,. , t., � •.. ... v. v... ' e a :. .., .. r r, ,. t... .... _ r r ,.. .. ... �.. .. ..... .. _ .�. _ ........ ., . w. ., r...,..»,... _ � ,, io V/ Tt—RED END FD 0 T INDEX. 11W; N 10178.175 E 10051.1497 INV 27.0 MITERED END WALL w w 4 F'R(�J�G"T ANG%NEER ,9:6Y' ,>>, x„_„�....,....,.`..........:...,._»....�....,....,,...�-...«.�...,�-.,.,-.�,...,,a-,...�.,,.,..mm.,.,.,,..�„v.,...�-�-c�nr.,mx:=-^e�:��...,:m:`;i-t**�^..;,'5,.�;.....:.T.,7”, .'T"yra.rz":7z ._r,.:. .., t... :,4-, �,., ,wY ., ,Ff s,« .r *iza i`:.'ix, r�..M .a,u�.x ,.�r4w..r y. �':.':',.f �,�,,...,�a ��;, ,��i�,.t ,�.�.ekK.��;i,il�. C sd — 4" DIA. STEEL POST W/TH TOP SLOPED I/8" AND PAINTED YELLOW — CONTRACTOR TO CORE BORE .'f ASPHAL T OR CONCRETE BOLL ARDS TO HE CONC FILL ED 4' STARE A T 6, 0' O. C W/TH S/L T FENCE 24" PFOJECRON ABOVE PROF, GRADE. PROP. SURFA CC PROPOSED OR EXISTING GRADE WOVIVE / //2" EXPANSION 101N V/ SEALER NOTES I. CONTRACTOR ;51 -/ALL INSTALL AND MAINTAIN THE SIL T BARRIER AROUND PHOJECT LIMITS DURING CONSTRUCTION W OF METAL BOLLARDS 2 CONTRACTOR SHALL INSTALL SIL T BARRIERS AT EACH INLET (ON S1/ -f) AND/OR HAY SALES (A5' REWIRED) TO CON [Rol SIL TA TION IN fHE STORY SEWERS. IF S/L TA TION DE VEL OPS IN THE STORM SYSTEM (EXISTING OR PROPOSED) THE CONTRACMI-e SFIALL CLEAN THE STORM SEWER SYSTEM. i� LBARRIER N. T. S. PLANS f /Ujs�/F0 G� 8 COORDINA TE POINT DATA FOR CUI?91NG IS' LOCA D v R/mss J 6 A T THE EDGE OF PA EMENT ASPHALT / CONCRETE DA 1/2 " EXPANS/ON JOINT W [H SEALER -®- f0 BE /NSTALLED WHERE CONCRETE �o ABUTS CONCRETE If3" e SASE APPROVED (L fYR = 100M/N) 12 pRY DENS/TY COMPACTED OF 987,AASHTO T-180 STABIL/%ED SUBBASE k: OSS SEC TME D CURB N. TS COOROINA TE POINT DA TA 12 "//V/,S �iF j Gf?qL7 FOR CURB/NG /S L OCA TO " 6" /8 A T THE EDGE OF PA EtiENT n vF7�fF J• ASPHAL T PA VC, LI£IVT 1/2'° EXPANSION JOINT GY/TH SCALER TO BE INSTALLED WHERE CONCRE TE ABUT' CONCRETE ° ° 7 I/2" STO, BASE w j' ° adM�l a°. 6" MIN 5TAf3fLlZEp SUBBASE - NO TE: I ThIC CROSS SLOPE OF THE GUTTER 541ALL MA TCH THF CROSS 5L OPE OF [HE ADJACENT FA VEMEiV T • TYPE, CURB 'AMU, UMFER N. TS. M02'�3'6GpJ,=�SGR-6� NOT FOR (ON "rf?MITI~DESIGNED BY.' ' GNfI ✓�B NQ '�: x/0236; `' UNLESS ! IGNED pA,TE f2I/ 1� ERAL GEN1 �� IL � ! l?RAWN BY SGf , �. Y, GN8 Ef`. h'OJE T ENGlNEF� ' APPROY.` 2M SHmaw Y r a^ ALL LETTERS 2" IN HEIGHT WITH 31,V SPACING BETWEEN ROWS IRRIGATING WITH 11J4" Z, REGI iMED 12 WATERI DO �JQT DRINK 1 O 1 1/2" o 36" (MAX) 0 0 i/2" BORDER o NOTES: 1. HEIGHT OF SIGN .WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND SHALL BE PANTONE PURPLE 522C, LETTERS SHALL BE WHITE. 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 12 FT. 2 LB. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL, HOT DIP GALVANIZED PER ASTM A-423. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. 6. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE DIRECTOR. RECLAIMED WATER IRRIGAT►Ohl SIGN CITY OF SANFORD A FORD MAY 1997I FIG. '1 'i 4 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER - "SANITARY' OR "STORMWATER" AS APPLICABLE "CITY OF SANFORD" �- FOR CITY MAINTAINED FACILITIES ONLY ALL COVERS USF "AS OR EQUAL. PIAN ELEVATION 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN, IHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD MAY 1997 FIG. 202 ❑GGa❑aGOUQC]aO pOOOaUGGOa OOa GpppUGaaouG❑❑ ❑a QOQppOOOQOQ ❑O.0 a.UGQ0Upp0❑ Q G p❑ RECLAIMED a a O 000U WATER Ono 00000000130000. G 00000 G G G G O UO G GG 0000 0 0G 130 aOGTJa G aaO OUa" RECLAIMED WATER ODUUUOr OOOOOUO❑ OOOOGOOpOU Ua00000000013 ❑oGaaaaaGGGG OOp UUG ❑pOWATER�noG U 0 Trcrrrrr G O p U a U 0 a 0000 a SG p00000 Q0.0❑ J000000U0 ��>l�aGaGULJf POTABLE WATER E GQUpGaOU LJ QUG❑qaOUOOGquGug[OQq.7. GGa00O0EuglOaGU O OpNSOGQER UU0.0Op❑0QpGa�Ei 0QpSO0pgGj `nUqG[C❑0U]]. .Q❑pU�UQ ❑p ,EWER 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 SET 'TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE SEE NOTE 2 --- M.J. PLUG VALVE CONTINUOUS COLOR-, CODED 14 GAUGE INSULATED WIRE (NON-METALLIC PIPES ONLY) 3 WASTEWATER FORCE MAIN COVER (SEE FIGURE 115) /_ CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE'CAST IRON VALVE BOX -BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT BEDDING ROCK NOTES: I. 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 COXDETAIL 1 CITY OF SANFORD MAY 1997 FIG. 203 CONCRETE �I MANUFACTURER (SEE FIGURE 202) ITUMINOUS EPDXY COATINGS FRAMES BEDDED IN MORTAR ER' SPECIFICATIONS 4'-0 5EE NOTE 5) 54-57. SET COVERS FLUSH IN 4 COURSES (MAX.) vl cy ETAIL TO BE DESIGNED BY .4 HE ENGINEER AND L 61-66 PPROVED BY THE 9„ PAVED AREAS & AT TTY. L BEDDING ROCK .PRE -PRIMED CAST -IN-PLACE CONCRETE BASE JOINT SURFACES PLASTIC JOINT SEALER WITH ELEVATIONS SHOWN IN UNPAVED AREAS. WRAPPERYE o (WRAPPER TO - z z BE REMOVED) 6» COMPLETED r MIN: JOINT WITH SQUEEZE-OUTr,,,SQUEEZE-OUT MIN. In ~ r Lal ^+� Q Z z G r1 W W a. w w rA Q U Q 2 NUj ul00 Ca a 06 F M M d n Jq o' j 7 a m v o Q o CO1g1d v) n cNi a> fn V)) 0 r! Iq. v 'rJ YI r9 n W VI ❑GGa❑aGOUQC]aO pOOOaUGGOa OOa GpppUGaaouG❑❑ ❑a QOQppOOOQOQ ❑O.0 a.UGQ0Upp0❑ Q G p❑ RECLAIMED a a O 000U WATER Ono 00000000130000. G 00000 G G G G O UO G GG 0000 0 0G 130 aOGTJa G aaO OUa" RECLAIMED WATER ODUUUOr OOOOOUO❑ OOOOGOOpOU Ua00000000013 ❑oGaaaaaGGGG OOp UUG ❑pOWATER�noG U 0 Trcrrrrr G O p U a U 0 a 0000 a SG p00000 Q0.0❑ J000000U0 ��>l�aGaGULJf POTABLE WATER E GQUpGaOU LJ QUG❑qaOUOOGquGug[OQq.7. GGa00O0EuglOaGU O OpNSOGQER UU0.0Op❑0QpGa�Ei 0QpSO0pgGj `nUqG[C❑0U]]. .Q❑pU�UQ ❑p ,EWER 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 SET 'TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE SEE NOTE 2 --- M.J. PLUG VALVE CONTINUOUS COLOR-, CODED 14 GAUGE INSULATED WIRE (NON-METALLIC PIPES ONLY) 3 WASTEWATER FORCE MAIN COVER (SEE FIGURE 115) /_ CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE'CAST IRON VALVE BOX -BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT BEDDING ROCK NOTES: I. 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 COXDETAIL 1 CITY OF SANFORD MAY 1997 FIG. 203 CONCRETE BOLLARD CITY OF SANFC7RD MAY 199 FIG. a , ,� VARIES (YYPj � LOT WYE WITH f.; LINE 6" BRANCH SEWER MAIN SIZE VARIES 5' MAX. 6 45' WYE WITH REND 6" BRANCH SERVICECLEAN-OUT (SEIE NOTE 2) LE PLUG VAUYPj PERMANENT PLUG (TYP) SERVICE CLEAN-OUT (SFE NOTE 2) LOT z LINE 6" 45' BEND x SERVICE' CLEAN-OUT PLAN (SEE NOTE 2) 11 FINISHED GRADE -� ; 6" PVC SLOPE TO rt TERMINAL DEPTH AT u 1.0% MIN. (TYP) TERMINAL DEPTH ROTATE - -u `-6" PVC AS REQUIRED FOR TERMINAL DEPTH 30' (TYP.) SPRING, LINE SERVICE (3' MIN.) TE TE(TYP.) AS REQUIRED FOR (SEE NOTE 1) SERVICE (3' MIN.) SEWER MAIN SINGLE DOUBLE SERVICE SERVICE PROFILE �I MANUFACTURER (SEE FIGURE 202) ITUMINOUS EPDXY COATINGS FRAMES BEDDED IN MORTAR ER' SPECIFICATIONS 4'-0 5EE NOTE 5) 54-57. SET COVERS FLUSH IN 4 COURSES (MAX.) vl EINFORCEMENr AND JOINT - ETAIL TO BE DESIGNED BY .4 HE ENGINEER AND L 61-66 PPROVED BY THE 9„ PAVED AREAS & AT TTY. L BEDDING ROCK .PRE -PRIMED CAST -IN-PLACE CONCRETE BASE JOINT SURFACES PLASTIC JOINT SEALER WITH ELEVATIONS SHOWN IN UNPAVED AREAS. BOLLARD CITY OF SANFC7RD MAY 199 FIG. a , ,� VARIES (YYPj � LOT WYE WITH f.; LINE 6" BRANCH SEWER MAIN SIZE VARIES 5' MAX. 6 45' WYE WITH REND 6" BRANCH SERVICECLEAN-OUT (SEIE NOTE 2) LE PLUG VAUYPj PERMANENT PLUG (TYP) SERVICE CLEAN-OUT (SFE NOTE 2) LOT z LINE 6" 45' BEND x SERVICE' CLEAN-OUT PLAN (SEE NOTE 2) 11 FINISHED GRADE -� ; 6" PVC SLOPE TO rt TERMINAL DEPTH AT u 1.0% MIN. (TYP) TERMINAL DEPTH ROTATE - -u `-6" PVC AS REQUIRED FOR TERMINAL DEPTH 30' (TYP.) SPRING, LINE SERVICE (3' MIN.) TE TE(TYP.) AS REQUIRED FOR (SEE NOTE 1) SERVICE (3' MIN.) SEWER MAIN SINGLE DOUBLE SERVICE SERVICE PROFILE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS �I MANUFACTURER (SEE FIGURE 202) ITUMINOUS EPDXY COATINGS FRAMES BEDDED IN MORTAR ER' SPECIFICATIONS 4'-0 5EE NOTE 5) 54-57. CHING PER SPECIFICATIONS 4 COURSES (MAX.) vl EINFORCEMENr AND JOINT - ETAIL TO BE DESIGNED BY a HE ENGINEER AND L 61-66 PPROVED BY THE 9„ w TTY. L BEDDING ROCK .PRE -PRIMED CAST -IN-PLACE CONCRETE BASE TROWEL -FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS `- 2" MIH. PRECAST MONOLITHIC BASE NOTES: 1. INVERT OF LATERAL SHALL Nor ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR, 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. SANITARY SEWER LATERAL DETAIL CITY OF SANFORD MAY 1997 FIG. 204 4" THICK 3000 PSI LIMITS OF SITE TO BE #9 ALUM. CLIPS CONCRETE SLAB DEDICATED TO CITY OF SANFORD 2'-O" MAX, 10'-0" TO CENTER (MAX) PROPERTY TO WITHIN 3" OF FENCE SPACING CONCRETE BOX WITH LINE LANDSCAPED AREA (3' MIN) \, TOP RAIL TRAFFIC TYPE CONCRETE POST CAP COVER PROPERTY RIGHT-OF-WAY >= 5' MIN. POST STRETCHER R Z ,- c - CHAIN LINK FE C - [ E \ CORNER BARS - 9 TIE WIRES WIRING FROM - P �- PER SECTION 2 .3.10 RTU ANTENNA PUMP STATION PRESSURE SWITCH (FURNAS JAUDEL 1 2' O.C. 69WB3L qR APPROVED EQUAL C a AND 46.8 OF T 1E FABRIC ) z I �-- 3 8" ROUND 6 MANUAL o TRUSS BARS 2" CAP MIN J LINE POSE z" BRor¢E, BRASS, OR (MIN) EE FIGURE 3 4 RESILIENT BALL VALVE a ( ) (SEE NOTE 1) BRASS SHUT ON ,�.. � TURTENSION WIRE VALVES AND FIT I GS `� `'�y 2" MIN TEE-� NBUCKLE _ a VALVE T� GRADE - _ VAULT WET WELL OIL -FILLED -1 CAST IRON r z �I - T , .,� j., PRESSURE CONTROL PANEL77/7-,/ % /p'r % jI . J/.. /� Wm -BRASS DRAIN VALVE VALVE BOX % ';. . I/� i / �1 h: f / GAUGE // �%. /l : / jU . �% 2. ROSS z � 5' .MIN SEE .DETAILS •. �, j/ ... ,/ / �i � // /� ? � �. �_ ( ) 7r LLQ 2 _G�_.rT�11� _ . 2" MIN DIA PIP m BALL CHECK LYE (FULL FLOW)- M[ a 3000 P51 CONCRETE � 5' ? ASS HORIZONTAL Y E 408 MODEL _ CA'fERVALVE 10' WIDE HOSE BIBS .' ( FLANGED -TEE MINT OR APPROVE OUAl ) e a > H2LT� FLO- IC FLANGED o CONCRETE I" WATER SERVICE I �G, 6'�� _ 1.2„ R/W v FENCE DETAIL INFLOW OUTFLOW �- - - > 5'� (MIN.)-- [4 5' SIDEWALK 0N L - 6' SWING GATE 3/$" ADJ. o lU o a a P V) GATE POST GATE CORNER TRUSS RODS - GATE FRAME GATE POST 0 0 0 o o y a 6ACK OF CURB I I 5' z WATER METER ^- 4' MIN STREET LIGHT - 51 o C/L PUBLIC R/W a -IQ FULL FLOW PLUG VALVE MOUNTED FABRIC DOWNSTREAM WITH Y' SQUARE ACTUATING NUT (DEZURIK MODEL N0. 344 OR AN APPROVED EQUAL) W tO a �ie'(/1' �G%,F(((Iy� & ��CENTER STOP `o THIS DIMENSION SHALL BE $000 P.S.I.PS- I2" x 12" x 12" - a o �q a EQUAL TO THE DEPTH OF THE I zr,� � L s., CONCRETE WET WELh I vzz_ w 24' MAX.- OD _Nq'rES: ,;, g � DOUBLE SWING GATE QETAIL NOTE: y O a L DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE; DIMENSIONS W c 0'.P S ILL VARY ACCORDING TO LINE SIZE. THIS DETAIL IS 2. POWER TO THE PUMP STATION SHALL Be THROUGH UNDERGROUND CONDUIT NOTES: Q DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS FROM SUPPLY SoukcE w RIGHT of WAY. TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 3. LANDSCAPING SHALL BE REQUIRED AROUND tPERIMETER, 1. TRUSS- TZARS ARE REQUIRED FOR EACH GATE SECTION AND THE 1 FIRST SPAN ON EACH SIDE_ OF A CORNER POST ONLY. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED SPRINKLER SYSTEM FOR LANDSCAPING, RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 2 ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL tP 5. ENGINEER' SHALL PROVIDE A SCALED (1;• = 20' MIN.) COATING. n SITE SPECIFIC DETAILDRAWING PUMP. STATION TYPICAL. SITE PLAN STAODARD AIRVAc PACKAGE CHAIN LI<JI< FENCE DETAIL PRESSURE SWITCH DETAIL CITY OF SANFORD MAY 1997 FIG. 207 SANFORD c - CITY OF MAY 19�I FIG. 300 CITY OF SANFORD d+�IAY 1997 _.. 99 FIG. 504.. CITY OF SANFORD MAY 1997 FIG. 305 _A THICKNESS (INCHES) MANHOLE FRAME & COVER MANUFACTURER (SEE FIGURE 202) 48-53 FRAMES BEDDED IN MORTAR Ir 2 COURSES OF BRICK (MIN.) 54-57. 4 COURSES (MAX.) vl INSIDE WA OUTSIDE WALL a PRE -PRIMED JOINT SURFACES' 61-66 5° MIN. w 67-72 .PRE -PRIMED PRE -MOLDED - JOINT SURFACES PLASTIC JOINT SEALER WITH w WRAPPERYE o (WRAPPER TO - BE REMOVED) 6» COMPLETED r MIN: JOINT WITH SQUEEZE-OUTr,,,SQUEEZE-OUT MIN. �L8" 9, T ^+� Q a i llfili ZQI T 11CT A I1 `- 2" MIH. PRECAST MONOLITHIC BASE NOTES: 1. INVERT OF LATERAL SHALL Nor ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR, 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. SANITARY SEWER LATERAL DETAIL CITY OF SANFORD MAY 1997 FIG. 204 4" THICK 3000 PSI LIMITS OF SITE TO BE #9 ALUM. CLIPS CONCRETE SLAB DEDICATED TO CITY OF SANFORD 2'-O" MAX, 10'-0" TO CENTER (MAX) PROPERTY TO WITHIN 3" OF FENCE SPACING CONCRETE BOX WITH LINE LANDSCAPED AREA (3' MIN) \, TOP RAIL TRAFFIC TYPE CONCRETE POST CAP COVER PROPERTY RIGHT-OF-WAY >= 5' MIN. POST STRETCHER R Z ,- c - CHAIN LINK FE C - [ E \ CORNER BARS - 9 TIE WIRES WIRING FROM - P �- PER SECTION 2 .3.10 RTU ANTENNA PUMP STATION PRESSURE SWITCH (FURNAS JAUDEL 1 2' O.C. 69WB3L qR APPROVED EQUAL C a AND 46.8 OF T 1E FABRIC ) z I �-- 3 8" ROUND 6 MANUAL o TRUSS BARS 2" CAP MIN J LINE POSE z" BRor¢E, BRASS, OR (MIN) EE FIGURE 3 4 RESILIENT BALL VALVE a ( ) (SEE NOTE 1) BRASS SHUT ON ,�.. � TURTENSION WIRE VALVES AND FIT I GS `� `'�y 2" MIN TEE-� NBUCKLE _ a VALVE T� GRADE - _ VAULT WET WELL OIL -FILLED -1 CAST IRON r z �I - T , .,� j., PRESSURE CONTROL PANEL77/7-,/ % /p'r % jI . J/.. /� Wm -BRASS DRAIN VALVE VALVE BOX % ';. . I/� i / �1 h: f / GAUGE // �%. /l : / jU . �% 2. ROSS z � 5' .MIN SEE .DETAILS •. �, j/ ... ,/ / �i � // /� ? � �. �_ ( ) 7r LLQ 2 _G�_.rT�11� _ . 2" MIN DIA PIP m BALL CHECK LYE (FULL FLOW)- M[ a 3000 P51 CONCRETE � 5' ? ASS HORIZONTAL Y E 408 MODEL _ CA'fERVALVE 10' WIDE HOSE BIBS .' ( FLANGED -TEE MINT OR APPROVE OUAl ) e a > H2LT� FLO- IC FLANGED o CONCRETE I" WATER SERVICE I �G, 6'�� _ 1.2„ R/W v FENCE DETAIL INFLOW OUTFLOW �- - - > 5'� (MIN.)-- [4 5' SIDEWALK 0N L - 6' SWING GATE 3/$" ADJ. o lU o a a P V) GATE POST GATE CORNER TRUSS RODS - GATE FRAME GATE POST 0 0 0 o o y a 6ACK OF CURB I I 5' z WATER METER ^- 4' MIN STREET LIGHT - 51 o C/L PUBLIC R/W a -IQ FULL FLOW PLUG VALVE MOUNTED FABRIC DOWNSTREAM WITH Y' SQUARE ACTUATING NUT (DEZURIK MODEL N0. 344 OR AN APPROVED EQUAL) W tO a �ie'(/1' �G%,F(((Iy� & ��CENTER STOP `o THIS DIMENSION SHALL BE $000 P.S.I.PS- I2" x 12" x 12" - a o �q a EQUAL TO THE DEPTH OF THE I zr,� � L s., CONCRETE WET WELh I vzz_ w 24' MAX.- OD _Nq'rES: ,;, g � DOUBLE SWING GATE QETAIL NOTE: y O a L DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE; DIMENSIONS W c 0'.P S ILL VARY ACCORDING TO LINE SIZE. THIS DETAIL IS 2. POWER TO THE PUMP STATION SHALL Be THROUGH UNDERGROUND CONDUIT NOTES: Q DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS FROM SUPPLY SoukcE w RIGHT of WAY. TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 3. LANDSCAPING SHALL BE REQUIRED AROUND tPERIMETER, 1. TRUSS- TZARS ARE REQUIRED FOR EACH GATE SECTION AND THE 1 FIRST SPAN ON EACH SIDE_ OF A CORNER POST ONLY. 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED SPRINKLER SYSTEM FOR LANDSCAPING, RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 2 ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL tP 5. ENGINEER' SHALL PROVIDE A SCALED (1;• = 20' MIN.) COATING. n SITE SPECIFIC DETAILDRAWING PUMP. STATION TYPICAL. SITE PLAN STAODARD AIRVAc PACKAGE CHAIN LI<JI< FENCE DETAIL PRESSURE SWITCH DETAIL CITY OF SANFORD MAY 1997 FIG. 207 SANFORD c - CITY OF MAY 19�I FIG. 300 CITY OF SANFORD d+�IAY 1997 _.. 99 FIG. 504.. CITY OF SANFORD MAY 1997 FIG. 305 _A THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER HEIGHT (FEET) (INCHES) 3-6 7-12 13-20 21-25 26-35 48-53 54-57. 58-60 61-66 67-72 - COLLAR ENCASED IN----� NON -SHRINK GROUT FLUSH WITH MANHOLE--\ PVc OR qIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER NOTES: PIPE AND LARGER 1. MANHOLE SHOWN IS FOR SEWER, SIZE 8" THRU 2a!'. SEE SECTION 20.4.3 OF THE PRECAST MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". MANHOLE .'WALL ,r 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE, SEE MANHOLE CONNECTION DETAILS. , 3. APPROVED CONCENTRIC COPE DESIGN MAY BEUoED A5 AN ALTERNATIVE. STAINLESS STEEL-- BAND T E - ' BAND PVDIPOR 4. EACH BENCH WALL SHALL Be A MINIMUM OF 18 INCHES LONG FROM THE WALL OF { THE MANHOLE TOWARD THE CENTER, �--, f;�: `-STAINLESS .STEEL �. ' 5. MANHOLESRECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER � PIPECLAMP AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. ' . ° RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1, DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS, THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT COIINECTION DETAILS FOR CONNECTION OF 2,C DIAMETER PIPES AND LARGER, 3; AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. TYPICAL MANHOLE MANHOLE CONNECTION DETAILS SANFORD CITY OF .�ANFO c RD MAY 19JJ FIC. 00 2 CITY OF SANFORD MAY 1997 FIG. 201 PRODUCTS AND MATERIALS: A. PIPE PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORM114G TO ASTM 01784 AND D1785, B. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2,166 AND D3036. C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WEED AND CONFORM TO ASTM DESIGNATION D2564, INSTALLATION DETAILS: 14 3/8' ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLP,TIUI4 OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. 4-9/113" SEItY 'E YEtIT 60. C.O.- (5EE OETAIC THIS SHEET) ''-- sruu-oUr \\i NIBCO 3" DWV 90' P� GPAVirt �J CLEA.IIUUT TO 0E_ - _ - a' FROM °ulwow STREET ELL -=' <' "Euvlc s (5EE CET.OL THIS SHEET) 5TU6-OVT-' `rACVQM VALVE lJ (SOH -i° PVC) 51UNAOE PIT ~ VACUUM MAIN TYPICAL SERVICE CROSS --SECTION 4" DIA 6" LONG PO WITH SPOOL PIECE 9/8" - STAINLESS STEEL MESA TRASH GUARD 90' BEND 90' BEND 4" PVC RISER - 4" PVC C.O. THREADED CAP ' 45' BEND STRUCTURE TEE D.W.V. 1VYE 4" SCI -I 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN -QUI _ETAIL VACUUM SEWER COMBINED VALVE PIT AND TANK ARRANGEMENT SERVICE LATERAL SPECIFICATIONS -" - - - CITY OF SANFORD MAY 1997 FIG. 206 CITY OF SANFORD MAY 1997 FIG• 205 C �' . c _ SET TOP OF VALVE BOX - - COVER (SEE FIGURE 115) TO FINISHED GRADE - CONCRETE PAD IN UNPAVED AREAS FINIShIED GRADE - (SEE FIGURE 107) rr - fi --ADJUSTABLE CAST IRON SEE NOTE VALVE BOX 2-------_._..__---�_ ~ BOX .SHALL REST ON RESILIENT SEAT - - BEDDING ROCK NOT M. J. GATE VALVE - ON VALVE OR PIPE AND SHALL BE WATER c t( CENTERED ON MAIM"�_ T ' OPERATING NUT ® CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER 6 BEDDING ROCK LOCATING WIRE (NON-METALLIC PIPES ONLY) SQUARE CUT EDGE SQUARE CUT EDGE TRENCH WIDTH VARIES CROWN TRENCH IN UNPAVED TRENCH WIDTH VARIES CROWN TRENCH IN UNPAVED OF EXISTING OF "IS711,10 AREAS. (3r MIN.) PAVMENT TY W1 SIZE OF PIPE /117 AREAS. (y MIN.) PAYMENT (TYP.) W/ SIZE OF PIPE (SEE NOTE 8 FOR OTHER (SEE NOTE 8 FOR OTHER 'FINISHED GRADE RESTORATION) FINISHED GRADE RESTORATION) MIN ASPHALTIC CONC MIN ASPHALTIC CONIC C4 ANGLE MAY VARY SEE NOTE 2 z SEE NOTE 4 z PIPE O.Q. :3 iz (TYP) SELECT FILL COMMON All,w vi UNDISTURBED EARTH y (SEE NOTE 3) NOTES: 1, PIPE BEDDING. SELECT COMMON ,FILL COMPACTED TO 85% OF THE MAXIMUM DENSITY AS PER AASHTO T-IBO. 2. TRENCH BACKFILL: COMMON FILL CQMP4CTED TO 953OF THE MAXIMUM DENSITY AS PER Ar 14TO 1-180. FLowAOLE FILL, 75-100 P.S.I,, SHALL BE USED WHERE EXISTING PAYED AREAS ARE AFFECTED. 3; PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITFI TYPE A EIEGDINGAND TRENCHING !DETAIL MAY HE REQUIRED AS DIRECTED Of THE CITY. 4, (1); 15 MAX, FOR PIPE DIAMETERS LESS THAN 24', AND 24' FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE $HALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SIRALL NOT BE PERMN` TED IN 'THE TRENCH DURING CONSTRUCTION. 6. ALL, PIPE 10 BE INSTALLED WITH BELL FACING UPSTREAM, TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.6 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT, B. FINAL RESTORATION IN IMPROVED, AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS' OF GOVERNINO-AGENCIE5, SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REOUIOEMENIS OF RIGHT-OF-WAY UTILIZATION RECULAIiONS. -ElPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD MAY '1997, FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE PIPE SIZE 6" 8 A 12„ 16" 20" 2h" .30" 36' 99 BEND I -z 4 ADDITIONAL REINFORCEME14TS SHALL BE AS POTABLE 3/7 '314 C 0 I. FITTINGS SHALL BE RESTRAINED JOINT TYPE. JTt UNDISTURBED 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY EARTH 0' ur 10, ar 45' BEND 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE V, 2 TRENCH DETAILS SEE NOTE 3 2- 1/2" TABLE. ENCASE TIE RODS IN COVER FOR PIPE BEDDING REQUIREMENTS CONCRETE SHALL BE 3000 P.S.L 22--1/2* BEND -2-2 �,6- -7 4 3. (0.3 YIELDS GREATEST LENGTH OF RESTRAINED PIPE. SIDES CAN ASSUMPTIONS: Pvc 37,d 11-1/4. BEND Nr OR WATER MAIN TYPE OF PIPE. 3.1 STANDARD DRAWINGS. 2. 'Er REFERS TO THE DIAMETER OF THE PIPE, WORKING PRESSURE,-,�,80 ---- P.S.0 PLUG OR BRANCH OF 'FEE 11 Iq 4 1.57. TO BACKFILL. ANGLE MAY VARY-, SEE NOTE 2, SEE NOTE 4 PIPE O.D. 12" (TYP), SELECT COMMON FILL 0 Go z SAO BEDDING ROCK DW 0 1 ir PIPE BEDDING Or 11 (SEE NOTE 8 9) bN, UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 959 OF THE MAXIMUM DENSITY AS PER AASHTO T-ift 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% Of THE MAXIMUM DENSITY AS PER AASHTO T-iOO. FLOWABLE FILL, 75-100 P.$.11. SHALL BE USED WHERE EXISTING PAYED AREAS ARE AFFECTED. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY, 4. (*): 15" MAX, FOR PIPE DIAMETER LESS 11441 24", AND 24' MAX. FOR PIPE DIAMETER 24' AND LARDER, THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE 'TO BE INSTALLED WITH BELL 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. 8, GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY, BEDDING DEPTH SHALL BE e MINIMUM FOR PIPE DIAMETER LESSTHAN 16' AND W MINIMUM FOR PIPE DAIMETER 16, AND LARGER. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL is REQUIRED TO REACH A SUITABLE FOUNDATION. TYPE A BEDDING AND. OPEN -CUT, DETAI CITY OF SANFORD MAY 1997 FIG, 101 TRENCH LIMITS 18' MIN. #4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) 15' MIN. (TYP.) A F TIE RODS INCLUDING 4' x 4' x 1/2" NUTS AND WASHERS HOT DIPPED GALVINIZED t I (SEE SCHEDULE BELOW) OR STAINLESS STEEL --me C (6, MIN.) .rA.1.PLATE MECHABEARING SCHEDULE OF DIMENSIONS AND MATERIALS 4 PIPE SIZE (TYP.) a. JOINTS (INCHES) A #4 OARS C D . OIA. NOTES: UNLESS OTHERWISE INDICATED. 1. ADDITIONAL REINFORCEME14TS SHALL BE AS POTABLE STAMP AS REQ'D. '314 C 0 I. FITTINGS SHALL BE RESTRAINED JOINT TYPE. JTt UNDISTURBED 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY EARTH 0' ur 10, ar V PORWITH 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN INSEE D (4'-q' MIN.) TRENCH DETAILS SEE NOTE 3 2- 1/2" TABLE. ENCASE TIE RODS IN COVER FOR PIPE BEDDING REQUIREMENTS CONCRETE SHALL BE 3000 P.S.L FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH 1-1/2- PVC SLEEVE DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING 3. BEDDING, BACKFILL, AND COMPACTIO14 SHALL YIELDS GREATEST LENGTH OF RESTRAINED PIPE. SIDES CAN SCHEDULE OF DIMENSIONS AND MATERIALS 4 PIPE SIZE 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF NOTES: (INCHES) A RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED C D . OIA. NO, UNLESS OTHERWISE INDICATED. 1. ADDITIONAL REINFORCEME14TS SHALL BE AS POTABLE STAMP AS REQ'D. '314 C 0 SPECIFIED BY THE ENGINEER. 0' ur 10, ar V PORWITH 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE 2. MINIMUM COMPRESSIVE STRENGTH FOR SEE NOTE 3 2- 1/2" WITH THE PROCEDURE OUTLINED IN `THRUST RESTRAINT DESIGN FOR SEE GENERAL NOTES: 140. 4 CONCRETE SHALL BE 3000 P.S.L FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE U ON DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING 3. BEDDING, BACKFILL, AND COMPACTIO14 SHALL Z GATE VALVE SIDES CAN ASSUMPTIONS: Pvc 37,d BE AS SPECIFIED ELSEWHERE IN THE Nr OR WATER MAIN TYPE OF PIPE. $EWER STANDARD DRAWINGS. 2. 'Er REFERS TO THE DIAMETER OF THE PIPE, WORKING PRESSURE,-,�,80 ---- P.S.0 4. ALL FORM BOARDS $HALL BE REMOVED PRIOR 4 SOIL DESIGNATION:9!-(:�--L!�-* TO BACKFILL. LAYING CONDITIONS:-N�94_--* • 3000 P.S.I. 3, 'r REFERS TO THE THICKNESS OF THE PIPE. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BY CITY) 3000 PSI CONCRETE 6. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES THE NEED FOR CONCRETE ARCH HALF ENCASEMENT BETWEEN THE PIPE WALL AND THE THRUST OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. COLLAR. 6. DESIGN PRESSURE,14�O -P.S.I.* FIELD AS DIRECTED BY THE CITY, 'TO BE COMPLETED BY THE ENGINEER UNDISTURBED EARTH SCHEDULE OF DIMENSIONS AND MATERIALS 4 PIPE SIZE DIMENSIONS TIE RODS REO'D (INCHES) A 13 C D . OIA. NO, SEE NOTE 1 ('TTP.) 4, /7- POTABLE STAMP AS REQ'D. '314 C 0 SIZE OF VALVE 0' ur 10, ar V PORWITH AND 24' MAX. FOR PIPE DIAMETER 2e AND OVER. 5' C/C- -- taO r SEE NOTE 3 2- 1/2" -c/C for SEE GENERAL NOTES: 140. 4 IF." . FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE U ON 2" NIPPLE Z. BRASS PIPE Z GATE VALVE SIDES CAN Iw 37,d 2 Nr OR WATER MAIN $EWER E FORMED 2. 'Er REFERS TO THE DIAMETER OF THE PIPE, (SEE FIG. 115) 4 --I TO LE UlkMIED Err Ebtlimait. • 3000 P.S.I. 3, 'r REFERS TO THE THICKNESS OF THE PIPE. CONC. MIN. BY CITY) 3000 PSI CONCRETE 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEIIJEN'r TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY, [4OTE! THRUST BLOCK, AREAS TO BE COMPUTED ON BASIS OF 1.01.,PER SO. FT. SOIL RESTRAINT (1,500 MIN) BEARING. SEE NOTE 5 - m BE 'OUKMD BY cuott"R. RESTRAINED PIPE TABLE, WATER MAIN THRUST COLLAR DETAIL .......... CIT - - - - - - - - - - - - - - - - Y OF SANFORD MAY '1997 FIG. 104 CITY OF SANFORD MAY 1997 FIG. 105 BLUE PVC WITH W�ITE LETTERING 0 WHITE PVC ATERJCA WITH BLUE LETTERING -y GROUND LEVEL 21„ & POTABLE R.MAINI-- MAX,- POTABLE WATER MAIN POTA f 'Ell MAX. INYL CONTINUOUS IDENTI- 1) LETTERING SHALL APPEAR ON THREE 3) LETTERING MUST BE PERMANENTLY Sir FICATION/WARNING TAPE SLOES OF THE PIPE ANDR IMPREGNATED INTO THE PVC (IT MIN. ENTIRE LENGTH OF, 'THE PN?,� THE CAN NOT BE STENCILED ONTO 2) LETTERING SHALL BE A t I 41NIMUM 41e THE SURFACE ' OF THE PIP I E. IN HEIGHT AND, APPEAR ONE OR 4) LETTERING SHALL BE BLUE ON MORE TIMES EVERY 21 INCHES ALONG WHITE PVC OR WHITE ON BLUE THE LENGTH Of THE PIPE. PVC. PVC POTABLE WATER MAIN TYPICAL UTILITY PIPE HIS Li TYPICAL METAL PIPE 2.0' 4' PIPE Er TAPE IS CENTERED ALONG TOP HALF OF PIPE, POTABDE WATER MAIN POTABLE WATER MAIN GENERAL NOTES: Ier PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. RIM UJIVA jivioi "TVA duvw J)qv4qa "W" ouvw *10;r A. ALL UTILITY PIPE, EITHER PVC OR, METAL, SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS YYY TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH PCIAPLE WATER "it FOIAMI WATER ATLR LWN DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WOODED AS FOLLOWS: 1, POTABLE WATER 3. GRAVITY SEWER 20" AND LARGER PIPE - TAPE IS PLACED ON 0 1 OTH SIDES OF THE TOP HALF OF THE PIPE A. COLOR! BLUE WITH BLACK LETTERING, A. COLOR, GREEN WITH BLACK LETTERING. WITH A THIRD, STRIP CENTERED ALONG TOP HALF OF PIPE. 0. LETTERING, 'CAUTION' WATER LINE B. LETTERING; "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BUR150 BELOW' OR SIMILAR WORDING. MiAULE W. NA 10M UAW 21 RECLAIMED WATER 4. SEWER FORCE MAIN - POTA4---------- g 1 WATIA AIR ";N floto" "N A COLOR;PURPLE WITH WHITE LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. 1 B. LETTERING-"' CAUTION, RECLAIMED WATER S. LETTERING. 'CAUTION: SEWER FORCE LINE QUAiED BELOW`' OR SIMILAR MAIN BURIED BELOW' OR SIMILAR WORDING, WORDING. 12SPECIFIED m 6wN MAX, MAM WATER "NEF PER PIPE DIAMETER U. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG,ALL atILIE TAPE WITH BLACK PERMANENTLY IMPREGNATED TEETERING PRESSURIZED NONMETALLIC MAINS. THE WIRES SHALL HE LOOPED AND TIED TO ALL VALVE BOXES, , SHALL BE USED. THE 'TAPE SHALL RUN FROM JOINT TO JOINT (SEE FIG. 400) ALONG THE P'NE, PgaILE JWON PQTIAIqLg WATER MAIN WITH IDENTIFICATION TAPE NIS PIPE IDENTIFICATIONUTILITYPIPE IDENTIFICATION /WARNINERIA� (POTARLE WA �SEWER; POTABLE WATER, AND RECLAIM,ED WATER) CITY 'OF SANFORD MAY 19 7 FIG. 110 CITY OF SANFORD MAY UNDISTU EARTH /4 - SEE .70TE I (rYp 3000 PIS11 CONCRETE BFDDIHG ROCK CONCRETE ARCH FULL ENCASEMENT SEE NOTE I (TYP.) SIDES CAN BE FORMED 3900 P.S.I. CONCRETE UNDISTURBED EARTH ETED TRENCH QNSHEETED TRENCH PROPOSED UTILITY Pornuwxrm JRECLNMEOWATER�. 'NifARY SEV# ' M. RAWH t F M. STORM $11VER ACCEPTABLE NOTES: 14091Z. jd' MINI "D" 6"' MIN SEE NOTE 1 ('TTP.) 1. (t): 15' MAX, F I OR PIPE DIAMETER LESS THAN 24. POTABLE STAMP AS REQ'D. ALL AROUND C 0 SIZE OF VALVE 0' ur 10, ar V PORWITH AND 24' MAX. FOR PIPE DIAMETER 2e AND OVER. 5' C/C- -- taO r SEE NOTE 3 2- 1/2" -c/C for SEE GENERAL NOTES: 140. 4 IF." . FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE U ON 2" NIPPLE Z. BRASS PIPE Z GATE VALVE SIDES CAN Iw EQUAL TO OUTSIDE DIAMETER OF PIPE. j' -mc- Nr OR WATER MAIN $EWER E FORMED 2. 'Er REFERS TO THE DIAMETER OF THE PIPE, (SEE FIG. 115) 4 --I TO LE UlkMIED Err Ebtlimait. • 3000 P.S.I. 3, 'r REFERS TO THE THICKNESS OF THE PIPE. CONC. MIN. BY CITY) 3000 PSI CONCRETE 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEIIJEN'r TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY, UNDISTURBED EARTH S. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASE41ENT SHALL BE FORMED, AND CONCRETE CRADLE LOCATIONS SHALL BE INDICATED Ott RECORD DRAWINGS, FINISHED GRADE CONCRETE BLOCK OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS RESTRAINED JOINT DUCTILE IRON PIPE 36' MIN. SEE NOTE 2) COVER r,�Eff HOLE r; 4!' MIN F 6" MIN. -�: 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 GRADE 36" SQ. AND COVER WITH ACCESS UD. 4!' MAX.GROUT L -�LA VOL -I PREMOLDED PLASTIC- JOINT FILLER 2:' VALVE (TYP.) A 5' WALLS (MIN.)-', 2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) A -CUT OUT AND SEAL JOINT Z' NIPPLE WITH MORTAR FOR FORCE MAIN OR WATER MAIN 2:' GATE VALVE SEE NOTE 2 2" NIPPLE �fTySERVICE SADDLE PER SPECIFICATION FITTINGS AND SECTION 50.5.4 o PIPE FOR A,R.Y. SHALL BE BRASS BEDDING ROCK x I6" REINFORCED CONCRETE FOOTING, (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR VACUUM RELEASE VALVE. CHANCE PIPE AND FITTINGS A i'N NGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TQ.OE DETER- MINED BY 'THE ENGINEER AND APPROVED BY THE CITY PRIOR 40 INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED CAADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO RE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR VACUA RELEASE VALVE DETAI CITY OF SANFORD r - MAY 1997 . 1 FIG. 112 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS �ESfR(13ED IN F.D,E,P. RULES OF THE FLORIDA ADMINISTRATION CODE F.A-C,). THESE SEPARATION REOIREMENtS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES, 2. FOR THE PURPOSE Of IIHIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE 'WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES Or RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OT14ERWISE SPECIFIED. CRITERION PRODUCING GREATERCLEA RANCE SHALL BE USED. c/c - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION 13 NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED, B. WHERE iB INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE $HALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. CONCRETE ARCH AND ENCASEMENT DETAILS 30" x X' x6" TK, HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY Pornuwxrm JRECLNMEOWATER�. 'NifARY SEV# ' M. RAWH t F M. STORM $11VER ACCEPTABLE PAVEMENT 14091Z. I VERT. I NORM V&L- HORIZ. VERT.4 NO---RIZZ Ytar, VARIANCES POTABLE STAMP AS REQ'D. ALL AROUND C 0 SIZE OF VALVE 0' ur 10, ar V PORWITH RECLAIMED- 5' C/C- -- taO r SEE NOTE 3 2- 1/2" -c/C for SEE GENERAL NOTES: 140. 4 IF." . U ON 2" NIPPLE Z. BRASS PIPE Z GATE VALVE $ANITAR y Iw Iw j' -mc- Nr OR WATER MAIN $EWER 4 4 4'4 4 APPLICABLE VALVE BOX AND COVER (SEE FIG. 115) 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS �ESfR(13ED IN F.D,E,P. RULES OF THE FLORIDA ADMINISTRATION CODE F.A-C,). THESE SEPARATION REOIREMENtS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES, 2. FOR THE PURPOSE Of IIHIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE 'WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES Or RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OT14ERWISE SPECIFIED. CRITERION PRODUCING GREATERCLEA RANCE SHALL BE USED. c/c - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION 13 NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED, B. WHERE iB INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE $HALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. CONCRETE ARCH AND ENCASEMENT DETAILS 30" x X' x6" TK, p PKE ACCESS LID, CONC. PAD (FLUSH `/2 PROPOSED WITH FINISHED GRADE)- PAVEMENT S' DIA. BRONZE 2" S' DIA. BRONZE DISC (Sefll) TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD-sFAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE TOP SECTION V PORWITH EXTENSIONT ROD AS TYPE OF VALVE to 4 vv Arm SEE NOTE 3 2- 1/2" SERVICE Z 90' VEND U ON 2" NIPPLE Z. BRASS PIPE Z GATE VALVE L. WASTEWATER DIRECTION & NO. TURNS TO OPEN ER OR WATER MAIN SERVICE SADDLE 4 4 4'4 4 APPLICABLE VALVE BOX AND COVER (SEE FIG. 115) 4 --I TO LE UlkMIED Err Ebtlimait. ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES '16 INCHES AND LARGE 0' TK CONC. PAD fir 24' (FLUS�f WITH FINISHED GRADE) 4 #4 REBARS 4 ALL AROUND 44 4 WA R 24' A 4 APPLICABLE VALVE BOX AND COVER (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD MAY 1997 FIG. 107 CONCRETE VAULT 4" MAX, 4 x r' P CA" 6 PREMOLDED PLASTIC JOINT FILLER PIPE PLUG (TYP.) 2' NIPPLE Z' GATE VALVE 2" NIPPLE 2- 90' BEND 6' BEDDING ROCK 9' x lir REINFORCED CONCRETE FOOTING. CAST IRON FRAME AND COVER WITH p PKE ACCESS LID, EXISTING/ `/2 PROPOSED GROUT PAVEMENT ----FINISHED GRADE sats4FI) (Sefll) OPERATOR II HANDLE - Z' VALVE (TYP.) CAST IRON VALVE BOX 5- WALL (MIN.) TOP SECTION V PORWITH EXTENSIONT ROD AS THREADED PLUG REQUIRED SEE NOTE 3 GROUT Z 90' VEND U ON 2" NIPPLE Z. BRASS PIPE Z GATE VALVE L. WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 50., NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE, CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES 10 BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET, 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR,OR COMBINATION AIRZVACUUM YACUUM RELEASE VALVE QELAI-I CITY OF SANFORD MAY 1997 FIG. 113 UNDISTURBED SOIL (TYP.) EDGE OF TRENCH (-ryp.) AREA FOR PLUG --A Eff - CROSS WZPLUG CROSS W1 TWO PLUGS WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (rYP,) CONCRETE THRUST BLOCK (TYP.) -1 r tv"t ur TRENCH (TYP.) BEND OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP,) TRENCH WIDTH THRUST , FITTING, THRUSr BLOCK AREA (SQ, FT.) CONCRETE THRUST BLOCK TEEAREA 'AREA FOR AREA FOR 7- 4' BEND TEE AREA FOR PLUG TEE W/ WYE END PLUG TYPICAL SECTION GRAVITY SEWER: SOLID LIGHT GREEN OR WHITE PVC WITH LIGHT GREEN 1 1-4 1 LETTERING. FORCE MAIN: WHITE WITH BROWN LETTERING. 21" E SEWER FiR� MAINE MAX. SEWER FORCE MAIN 1) PIPE IDENTIFICATION LETTERING: 3) LETTERING A MIN. OF 3/4 INCH IN A FORCE MAIN: SEWER FORCE MAIN HEIGHT AND APPEARING NOT LESS B. GRAVITY SEWER: SEWER LINE THAN ONCE EVERY 211 INCH IN- TERVAL SHALL RIJN 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) LETTERING MUST BE PERMANENTLY IMPREGNATED INTO THE PVC (IT CAN NOT BE STENCILED ONTO THE SURFACE). PVC FORCE MAIN AND GRAVITY LINES HIS TYPICAL METAL PIPE X' PIPE d' TAPE 15 CENTERED ALONG TOP HALF OF PIPE, SEWER LINE SEWER LINE Er IV PIPE VTAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. SEM LIKE stwER um SEW. 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE, 3HO sloat 3141 WW3 INN dmus %-WE" URS avER uhc s"N UNE MIR LINE PAPER BACKED AUhESIVE VINYL TAPE (TYPICAL) SPECIFIED UNt MAX, StwAlt 1415 1" $MRPER PIPE DIAMETER FOR SEWER LINES -TAPE SMALL BE GREEN WITH BLACK LETTERING, FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. DUCTILE IRON FORCE MIN AND GR6VITY LINE WITH IDENTIFICATION TAPE NIS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD MAY 11997 FIG. 108 NOR "o SCHEDULE FOR THRUST 61.00K AREAS, p PKE 0 `/2 11-1/4 ITS & 0 1 Ts v, sats4FI) (Sefll) : EUD 7F Lie 7 7 IT o:a- m- ii L. /5'a -S -!A- o TO LE UlkMIED Err Ebtlimait. al 3/4) PANTONE PURPLE 522C PVC - WATER= 1) LETTERING SHALL APPEAR ON 3 SIDES 3) LETTERING MUST BE PERMANENTLY OF THE PIPE AND RUN THE' ENTIRE IMPREGNATED INTO THE PYC (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 OTHER CONTRASTING COLOR. INCHES ALONG THE LENGTH OF THE PIPE. PVC ,. RECLAIMED WATER MAI HIS TYPICAL METAL PIPE 20 e PIPE -V TAPE IS CENYERED ALONG TOP HALF OF PIPE. RECLAIMED WATER MAIN RECLAIMED WATER 6' - 16" PIPE 6' TAPE IS PLACED ALONG. BOTH SIDES OF THE TOP HALF OF PIPE. W. euwu, Uegn ram WA wwgo W. I", awAm 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. x uq"" wtA 4w 12' SPECIFIED --F 77 PER PIPE -DIAMETER PURPLE TAPE WITH WHITE OR OTHER CONTRASTING PERMANENTLY IMPREGNATED LETTERING SHALL HE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE, DUCTILE IR N RECLAIMED WATER MNWIT I IDENTIFICATION T6,PE NTS PIPE IDENTIFICATION .(RECLAIMED WATER) CITY OF SANFORD MAY 1997 FIG, 109 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 -TDET'00 1 COVER (SEE FIGURE 115) UNDISTURBED EARTH �_BACKFILL BUTTERFLY - VALVE 0 o -° o 0 0 0 `� 00 o- AM HYDRANT VALVE PAD IN OPERATING NUT UNPAVED AREAS (SEE FIGURE 107) HUSE NOZZLE a AS REQ'D. FINISHED GRADE 24" SQUARE AND - G' THICK REIN- PUMPER NOZZLE FORCED CONCRETE FACING STREET SHEAR PAD. (SEE L✓ �y NOTE 2) VALVE PAD 2 - � (SEE FIGURE 107) - #4 AT 9' O.C. ALL AROUND f° N ADJUSTABLE CAST IRON VALVE BOX 6" coMPAcren to BACKFILL M J HYDRANT w ANCHORING TEE SEE More 3 12" MIN. _I C BEDDING ROCK NOTES: I. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES SIXTEEN (i6) 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. 40'1 BALL VALVE FOR 2 INCHES AND BELOW & Y. RESILIENT 0' S' (DOMESTIC AND IRRI- SEAT GATE VALVE. GATION ONLY, 2 REQUIRED) TEST COCK (TYP.) M q W THREADED - ( NIPPLE (TYP.) 2'0" MITI. 1. ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES v �- o s 'ri 90 FINAL GRADE 2. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE ,• D / RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS 4 fN FROM SHALL BE FACTORY -FLANGED. MAIN 12" SPOOL PIECE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY r- DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) -24"--•=1 �\4" CONCRETE SLAB �' 140. 6 x 6 WOO x W10 WIRE MESH TOEEE_ SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: I. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRA55. 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. 4. THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND INSTALLATIONS WITH BYPASS. 5. VALVES SHALL BE CHAINED CLOSED. 6. ALL FIRE LINES SHALL HE AS APPROVED BY THE FIRE DEPT. '/. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. B. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. SCHEDULE 40 GALVANIZED - PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE, SHUT OFF VALVE CURB - 4" TO 6' DOUBLE CHECK OR REDUCED PRESSURE DEVICE (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) ON -� UNION 12" TO 30" ABOVE GRADE FINISHED GRADE a. -L/ METER CURB STOP - - SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE YAP TO MAIN. IN MOST CASES -� CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE --- DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS, 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS, 3, USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. 4. DOUBLE CHECK VALVES SHALL NOT BE USED WHERE GROUND LEVEL POP UP HEADS ARE IN USE. IRRIGATION METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE BACKFLOW PREVENTER CITY OF SANFORD MAY 1997 FIG. 503 6" BEDDING ROCK -!� 6" PIPE RESILIENT SEAT r,A'rE VALVE AND BOX MECHANICAL JOINT (SEE FIGURE 400) WITH RESTRAINERS (rYP.) 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 RECESSED 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 ASSEMBLY DETAIL CITY OF SANFORD MAY 1997 FIG. 402 O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) RODS ON D.I.P. RISER (TYP) FLANGED 90' BEND (2 REQ.) - 4" CONCRETE SLAB WITH NO. Bx6 r_' W10 x WOO 3 WIRE MESH ca 70 � -211"-w. � 5 D • 1 � r \ \ • � � � 1/2" PREFORMED JOINT 36" MIN. COVER \ ADJUSTABL PIP MATERIAL BETWEEN /UdAQRi S NDSB PIPE AND CONCRETE �i\�\ SLAB (TYP) FROM TO _ MAIN "- "-90' BEND (2 REQ.)-�� SERVICE THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 -INCH AND ABOVE A 5 EMBI Y --- DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM)) PALL VALVE an (2 REQUIRED) 7 5'0•' MIN - i CONCRETE SLAB ABOVE GROUND DEVICE WITH DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CISINf CCTU)9i Decow b4l1e9 placed In aaMce, oil naw walor n.ln. shrill be ohlorinatnd In act -dame will, thio xpaoillca8ons below and the p...durau ourlfn. in ANWA C-651 Standard Prooadur. for Dlafnfeating W.lor Mcins". All provt-lens of in. FW,idu 6apurimenl if Envirounwlriul Protection panhlt shall W compiled with. TEMPORARY JUMPER CONNECTION NOTES: 1, A Iemporcry temper <in ... if.. Is ,"Wend at all con,sallon. b.iw..n ezl.iing cativo water muhlo and Propoa.d new wutor nmin bnprovnnrenla. 2. The dofail above is to be used for fillingny new water nioln of a+y sits, from IOHng m 4-1714 w Isr ales and for flashing of now aVns up to 8 INCITES IN DLtMETER (2.5 FPSminhnum wtocfly) old for puling ha 1M.InIcel samples frpm any new water main of onlyy vizo. Tho jumper aonnocilon 01,111 be inuinlain44 unlit altar filling, flushing, tooling and dfainfeulWn of filo now main has been suuooasfWly completed end ctnaranee for use rron the Florida 0epurinsanF of Environmental Protection (FDEP) and otfrer pariin.nl ag-nci-s hall bean ra.ehod. Th. juniper oonnocllon 51.11 °Iso b. used to mu' toilf a ndmurnAm raI , 0 Psi In the now nakin offer disinfection and unlli theFDEP lelNr Is btainwThrust blocking and/or reshatnts shallbe prwfdad N.porarihy,ar q Irmf. Pip. and fitting used for con -thing 11'.J o pipe 1. Iho oxisling pip. shall Its dl Inf4olod Vrfar to Inslaikifon In aceoidanee -fill AWWA C651, IgA2 edti71 a lapping r.bbl and dila .heifer of Alla main to bn lapped shaft bo dfolnlootoIT d by nprayfng or awabbhig per aac8on tl of AWWA C651-12. 3. Flushing of 10 b -11 -In dfameior and larger. --tor main. may bo dons Through Ih. 11. -In voila under vary controlled candlhills. The following pr"fIduras shall bo followed: A. Th. 11. -in valve shalt b.-P4nsl.d and pressure f.04d In the pr.aonco of His unity oompuny and 4aginWr to redly wutor ilghtnoas prior to Il. -In. Valvas whluh aro riot writer Tight hull W r.plio" wife a n.w voly. hl.tailad imrnodlat.ty adl....I to Ifie leaking lar... 0. Tho tairporary jumper connection .hull be telt-1 u 4d as d.tall.d. Th. jumper eonnacllon shell W road to till Iia now water main and for p-iding woivr for brie,- irlIG14c0l samPihig of Il,® now main as required by ti. FDEP permit. • Flushing shalt not Its atfompWd during peak densond Isour. of his 4x1sfin9 .alar ,rain.. ' All down.keam rails. In if,. system must its open prior to priHsg the fl . -In vafv • Prodds for and monlfor Ills prs.mure In the Ilo-in puhN. The pros.- In Iho 4x 0W j covin must .,it drop .below 35 psl. • Tire 11 -In -valva shall be opened a few Tums m,ly,-0sur1110 0 pressure drop across M. rah. to grater than 10 pal. C. Iho tl.-In van. shall Ds, leek.d closed by Il,. u11Rry company until flushing Wgln.. 0. Tho tie-in valve .hall be oppanal only for flushing of the now mull. The procedure shoal be, dlro.f d by 4i- ulfifty comp.ny and eb..,.d by the on0lnnar. E. After Nuahing, iho tie-in who -bull Its ola.ol and locked In 11h. clucod position by fico unary company. 4. Tho contractor .hall prvaid. documnntatlen d-manoiralblg that the double check backflow pr-.nlon davit. has boon 1-.1411 and h,In filed wInklrq order .1 fin, JI -of lnalafluilon. B. I ... pl as aqufrud Io flush linesaf 99 'al -r than 8 Inches in didm.lor, the Ha -in v.I,. shall ,amain afosad and hall Itsiaaked In the closed position by Ohl utility s0mpany. The ft. -ti) vallao hall romain locked cloeod until the now syateen has boon cleared for use by FDEP and oil other prrlln.nt ap.ahist. 6. Upon receipt of cio°runeo far use from FDEP and all olhor parihient aganaioo, the ...Irsotar sfruit rumova This temporary lumps, eannecllon. The corporation slops are to be closed and plugged with 2 Tnch bross plugs. 7. All Installation and motnistrance of filo 14rnporory jurnpor connaetton and us,-eoluNd backflow praywhrin dmvtc., fnlingr, vans, ata. snail be his responsibility of the eonlraoior. WATER SYSTEM TES71HO: drosiatto fasting .hall bo. Prformod at 15x5 pounds per square inch pry ratio, unless o harrwtn4 opprovod by in. City, for a p.,Wd of not it.. than two. (2) hour.. 'Fasting Ball It. In ocaardarie- Willi the OPPII--W- Provillon- ai sot forth lu Socfian 13, AIWWA Standard C500 far duotible Iran pipe and AWWA Manual Number M-23 for PVC. pipe. Th. teohng pracoduro shall include Iia onHnued appllculWn of if,. sp4d11od p .... a,. to till 140 system, for 1114 two hour p.rfud, by -uy of a pump taking supply From a vnta1n4r suitable fur meusuring water loss Tito amount of loss still bo ddlorrmined by mousuritsg the volume dhplo.d tram s id manfulb.r. 50riuld tho. last fail ...coIts, ary. r pairs shall Its accomplished by His ca+lraolor and the lost rspoafnd until wilhin the oatabliahad limits. This ooMroclor shill furnish tiro aocootary latter, wator pumps, gaugoo and all other Itoms rsquinwl to conduct the 14q1111od wal.r di -frits -IW- .yotom and p-riornr noetseory repair.. FINISHED GRADE 2" CATE VALVE - 2" 90' BEND RESTRAINED JOINT DUCTILE IRON WATER MAIN y TRAFFIC COVER WHERE REQ'D. f' CAP 6" BEDDING ROCK TAPPED CAP DOUBLE METER BOX (18" x 2,V MIN.) l• ; 1 d1Qi[rk� 6 2" 90' BEND 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. BLOWOFF VALVE DETAIL CITY OF SANFORD MAYX 1997 G.mR403 RIGHT OF WAY BYPAc FLANGED TEE (2 REQUIRED) DOUBLE SINGLE LOTS (TYP.) ^\ SERVICE (TYP.) SERVICE (TYP.) PROPERTY \ LINE (TYP.) CLEANOU"r \ (TYP) 4" WATER / MAIN (MIN.) JJJ FITTINGS AS REQUIRED (TYP.) SEPARATE BOXES 1/2'' PREFORMED JOINT - MATERIAL BETWEEN PIPE AND CONCRETE SLAB 4" CONCRETE SLAB WITH NO. 6 'm6 ' 6, W 10 x W10 WIRE MESH W SI C O U ----FROM MAIN THRUST COLLAR IN RODDED TO 90' BEND OR RESTRAINED TO VALVE AS REQUIRED BY THE CITY SIDEWALK (TYP.) :R MAIN MINIMUM) REDUCER 6" FIRE HYDRANT ASSEMBLY (SEE NOTE 1) / CURB WATER MAIN 2' (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NO'T ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD MAY '1997 FIG. 404 2'0" MIN. W jQN yz NOTES M q W _jX\_ W Y Lia 2'0" MITI. 1. ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES o �- o SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE iS art z ' U z . V rJ -1.7 3 V z RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS 4 fN WtJU3 W S SHALL BE FACTORY -FLANGED. 2 U Z 12" SPOOL PIECE 3. THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND a r{J C� DOUBLE CHECK OR REDUCED INSTALLATIONS WITH BYPASS. - FLANGED "'T' TO BYPASS / PRESSURE ZONE DETECTOR ASSEMBLY AS REQUIRED BY 4, VALVES SHALL BE CHAINED CLOSED. o THE CITY 5. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FUR FIRE FLOW REQUIREMENTS. - U.S. & Y. RESILIENT SEAT VALVES (5 REQUIRED) 6. ALL FIRE LINES SHALL BE A MINIMUM OF EIGHT H INCHES ( ) OR AS APPROVED BY THE FIRE DEPT. - �w 90' FLANGED BEPID y. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE - - PROTECTION USES AND BLACK FOR ALL OTHER USES. 91� 2 MIN. RODS ON D.I.P. RISER B. A GATE VALVE SHALL BE INSTALLED AT [HE ASSEMBLY'S 35' b1AX. CONNECTION POINT TO THE MAIN. FINISHED GRADE 9. DUAL DOMESTIC -FIRE FLOW MASTER METERS SHALL HE THE COMPOUND TYPE . ---99 MJ BEND (2 REQUIRED) 10. DOMESTIC WATER MASTER METERS SHALL BE EITHER COMPOUND ��/:\;%i ..k- _�„ �/_ i✓/. '�-i ., OR INLINE TURBINE TYPE AS DETERMINED FROM THE PROPOSED USAGE AND AS APPROVED BY THE UTILITIES DIRECTOR. TO SERVICE --- ADJUSTABLE PIPE SUPPORT STANDS THRUST COLLAR PODDED TO 90' BEND OR TOTALLY RESTRAINED AS REQUIRED BY THE CITY DUAL DOMESTIC--FIRE-/FLOW DOMESTIC WATER MASTER METER ASSEMBLY 7'METER DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 12" TO 30" 3/4" HOSEBIBp ABOVE W/VACUUM BREAKER 2" SCID. BO PVC.-- GRADE 2' SCHD, BO PVC PRESSURE GAUGE a �'' �I - I I I I -N ✓ "- DOUBLE STRAP SADDLE 2" CORP. STOP - 2" CORP. STOP EXISTING -\ I1 to O NEW WATER LINE WATER LINE l �r FLOW TIE-IN VALVE MUST BE CLOSED AND REMAIN LUCKED. CITY TO PROVIDE LOCKING MECHANISM, VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY. AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION wv W jQN yz a M q W X g' x-0. W Y Lia 2 u. UO2 -x as ww o �- o W z as as a 11 42 o U N W ICAL RESIDENTIAL REC CITY OF SANFORD MAY 1997 1 FIG. 505 CORPORATION MARK WITH WOOD CORPORATION Y BRANCH PAINTED IDENTI- COP 1 MIN.) STOP (1" MIN.) CAL COLOR & (" FITTING WITH LOT HUM- (1" x 3/X' HERS x 3/4") CURB STOP CURB STOP - 2 EA. m (SEE NOTE 3) W z w � w 1< 5° MAX PROPERTY „r iUBING LINE (1" MIN.) TUBING (1" MIN.) PROPERTY LINE SINGLE METER BOX AND - INDIVIDUAL METER BOXES & WATER METER UP TO 2' WATER METERS UP TO i' By CITY OF SANFORD) (BY CITY OF SANFORD) SINGLE SERVICE g01JBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER FEBCO 810 & FITTING LOCATING WIRE DOUBLE CHECK (NORMALLY OPEN) (POLYETHYLENE TUBINGVALVE NOTES: ONLY) 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. ~ 2. NO SERVICE LINE SHALL 'TERMINATE UNDER A DRIVEWAY. LOCATING WIRE ALONG -f 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED MAIN (SPLICE SERVICE I APPROXIMATELY 3' BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WBTH A WIRE TO MAIN WIRE) 2' is 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. METERS 1-i/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. (' 30 - 45 FORD Y202 5. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE YOKE BAR PURPLE COLORED CTS POLYETHYLENE TUBING. METER 6. POTABLE WATER SERVICESSHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED C'rS POLYETHYLENE TUBINO. AWWA TYPE CC THREADS FORD CURB STOP SV92--323W WATER MAIN - TYPE "K" FLEXIBLE SADDLE COPPER OR CTS WATER SERVICE CONNECTION DETAIL POLYETHYLENE TUBING (1" MIN) CITY OF SANFORD MAY 1997 FIG. 405 RESILENT SEATED BALL VALVES METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE. 4" R CURB - METER SHUT OFF VALVE L E CURB STOP - COPPER SERVICE APPLIES ONLY IF IRRIGATION METER HAS SEPERATE 'TAP TO MAIN. IN MOST CASES --- CORP. STOP THE IRRIGATION METER WILL BE PARALLEL 'TO THE HOUSE h DOUBLE STRAP METER AND OFF OF THE SADDLE SAME SERVICE CONNECTION. WATER MAIN J LL U VVim ICAL COMMERCIAL RECLAIM CITY OF SANFORD W jQN d ra ci z 1 Y W w x L1 Tie � TWA p W J (32H w as ww c m W O As iT�4 q iS art z ' U z . V rJ -1.7 3 V z W-� 2:' 4 fN WtJU3 W S o 2 U Z OmWti Cj o • n r w a r{J C� X�Wz I z O t G o cw.iz IY am 'a �w v Y m mm MAY 1997 1 FIG. 505 CORPORATION MARK WITH WOOD CORPORATION Y BRANCH PAINTED IDENTI- COP 1 MIN.) STOP (1" MIN.) CAL COLOR & (" FITTING WITH LOT HUM- (1" x 3/X' HERS x 3/4") CURB STOP CURB STOP - 2 EA. m (SEE NOTE 3) W z w � w 1< 5° MAX PROPERTY „r iUBING LINE (1" MIN.) TUBING (1" MIN.) PROPERTY LINE SINGLE METER BOX AND - INDIVIDUAL METER BOXES & WATER METER UP TO 2' WATER METERS UP TO i' By CITY OF SANFORD) (BY CITY OF SANFORD) SINGLE SERVICE g01JBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER FEBCO 810 & FITTING LOCATING WIRE DOUBLE CHECK (NORMALLY OPEN) (POLYETHYLENE TUBINGVALVE NOTES: ONLY) 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. ~ 2. NO SERVICE LINE SHALL 'TERMINATE UNDER A DRIVEWAY. LOCATING WIRE ALONG -f 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED MAIN (SPLICE SERVICE I APPROXIMATELY 3' BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WBTH A WIRE TO MAIN WIRE) 2' is 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. METERS 1-i/2" AND LARGER SHALL REQUIRE F.D.E.P. PERMITS. (' 30 - 45 FORD Y202 5. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE YOKE BAR PURPLE COLORED CTS POLYETHYLENE TUBING. METER 6. POTABLE WATER SERVICESSHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED C'rS POLYETHYLENE TUBINO. AWWA TYPE CC THREADS FORD CURB STOP SV92--323W WATER MAIN - TYPE "K" FLEXIBLE SADDLE COPPER OR CTS WATER SERVICE CONNECTION DETAIL POLYETHYLENE TUBING (1" MIN) CITY OF SANFORD MAY 1997 FIG. 405 RESILENT SEATED BALL VALVES METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE. 4" R CURB - METER SHUT OFF VALVE L E CURB STOP - COPPER SERVICE APPLIES ONLY IF IRRIGATION METER HAS SEPERATE 'TAP TO MAIN. IN MOST CASES --- CORP. STOP THE IRRIGATION METER WILL BE PARALLEL 'TO THE HOUSE h DOUBLE STRAP METER AND OFF OF THE SADDLE SAME SERVICE CONNECTION. WATER MAIN J LL U VVim ICAL COMMERCIAL RECLAIM CITY OF SANFORD O D-4 IRRIGATION SYSTEM_ LAYOUT MAY 1997 FIG 500 T__ UTILITY STANDARD DETAILS DATE APPROVED I DET0103 W o d ra ci z 1 Y W w x L1 Tie � TWA p W J as ww .2 iS art z ' U hl 0. Ce w4 4 cK Vy X o 2 U Z Cj o • n r w a r{J C� O D-4 IRRIGATION SYSTEM_ LAYOUT MAY 1997 FIG 500 T__ UTILITY STANDARD DETAILS DATE APPROVED I DET0103 O STOP BAR TO BE PLACED 6.0' FROM EDGE OF IRA VEL ED WA EDGE Of - IRA VEL ED WA Y OR 4.0' FROM THE CROSS WALK, UNLESS SHOWN OTHERWISE ON PLANS (TYP.) 24- AIDE (OR AS SHOWN) W117F REFLECTIVE STOP OAR STOP SIGN (SEE PLAN VIEW FOR I OCA TIONS) c? rO, P BA 7 Df.F TA IL STOP 511GN, NTS. PROPOSED LIGHT PULE CENTERED 0,A/ PARKING STALL STRIPING (TYR) CONCRETE BUUFEI? GUARD F.D.O. 7. INDEX No. J00 CENTERED IN STALL 2'1YR) CONCRETE WHEEL STOP PLACEMENT DETAL— N. Ts. TYP tm (26NERA L J VO TES 1. ALL PA VaIENTSfRIFING SHALL BE PAINT (FD.O. 7. TRAFFIC RA TED), EXCLUDING FIRE LANE SfRIP11VO WHICH SHALL BE TPERUOPIASTIC. 2. ALL SIGNS AND PA VEWENTUARKINGS ARE 7-0 A9E- PLACED IN NO PARKING SIGN I 'I -19 DOUBLE SIGN ACCORDANCE WITH THE WANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE TRAFFIC DESIGN STANDARDS. STANDARD INf)k;y No's 95J5, 11860, 11862, 11665, 17302, 17J46, 17352 AND 17,555 SHALL 50 5,91 100' A PPL Y FOR IHIS PROJECT. J. PRIOR TO FINAL PAVEMENT MARKING 1N5rAZLA 77011, A TkYO (2) TYP WEEK "CURE RUE" OF ASPHALT IS REOUIRE[). L 4. ALL SIGNAGE SHALL HAVE A UINIMUM BOTTOM OF SIGN TO FIN/SPIED GRADE OF 7 (SEVEN) FEET EDGE OF PA VSFENT -FIRE LANE SIGNAGE DETAIL— N. T S. I 1, ALL LETTERS ARE 2" SERIES T" PER MU. TCD. o2ILY 2 SIGN SHALL HA VE REFLECTORIZED (ENGINEERING GRADE) 01111E BACKGROUND WITH RED REFLECTORIZE9 LEGEND, SYMBOL AND BORDER 1250 FINE J. SIGN I OCA TIONS PER STRIPING Pt A No': CITY ORO. 3211 6 4. INSTALLATION HEIGHT OF SIGN .S1/ALL BE IN ACCORDANCE Pki TV SECTION 24-23 1 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (M. U. TCD) (/' CLEARANCE) 1. ALL LETTERS ARE I" SERIES "C" PER MU. TC.D. FTOP PORTION OF SIGN 51 - RA VE REFL,-CfORIZEDNEERING IRE LANE NO PARKING SIGNAC-E-- 2 BLUE RACKGROUND WITHWIALL H17E REFLECIORIZL-9 LEGENDFNGIAND 80RVERGRADE) N. TS J BOTTOM PORTION OF SIGN SHALL HA VE A REFIECTORIZE9, (ENGINEERING GRADE) M1117F BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NO TIFICA TION SIGN SAIA I I HA VE A REF1 EC fORIZED (ENGINEERING GRADE) PY1111E BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 5 ONE (1). SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE W1 T1 1 54 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (M. U. TOO.) WO PARKING OR STANDING FIRE LANE" LETTERING SMALL BE 18" SQUARE WITH 6" SPACE BETWEEN LETTERS THE WORDING SHALL BE 1.0 FT CLEAR OF SIDEWALK AND LANE DELINEA TION STRIPING TI -/E FIRE LANE LETTERING SMALL BE CENTERED A T BU/LD/NG ENTRANCES AND SPACED D A T k- VLR Y 100' 4 HANDICAP SIGN 4" 45' WI-117ESTRIPES @ 2' O.C. HAND/CAP 51GN ---- IN HANDICAP FARKINU 5YUNAGE— S. 4" WIDE SOLID YELLOW THERMOPLASTIC LETTERING (TYR) N. T BUILDING SIDEWALK/CURB YELLOW TAINT CURB 4" IOP AND FACE z 2— IN a,011 SfANDING 5' 1111111111111111111111 l,jLA.N-F1 PAPBRO By asnWtu colL 4 SOL19 YELLOW y 7HCRUOPLASTIC FIRE L A NE L E rIBRING DE TA 1 .3`'0 GAL VA NlZf- -9 S ff Et PIPE N. Ts. 6 0 GAL VA NIZED STEEL PIPE 1--A LED wl 2,500 P. S. I. CONCRETE, FAhV7E9 YELLOW 112" EXPANSION JOINT (V ADJACENT TO CONCRETE) 4 WH/TE 7F (TYR) f I" SLOPE GONG WALK OR PAVEMENT 4" BLUE (TYP.) A CONCRETE BASE Ni 4- BLUE (TYP.) 518':e 8" STEEL RAR THRU POST Ap. 4" 7 4 WHITE (TYP.) —18" 4' 01A. HA NDIC., A 4 P 8M V —[4" N. TS. 4 BLUE (TYP.) 4r,Rt UF (TYP.) EDGE OF PA VEMEN T 0.75 DIA. 4" 10' (TYR)6,r 4 WHI; rE PA/IVT 0.45 PA RKING 8 TA L L DE TA IL Hi000-INDICAF)vED— FAYEMENT SMBOL DETAL N, TS. N, Ts .4 a GRAPHIC SCALE 20 0 10 20 40 IN FEM' I inch = 20 ft. N I L I S T N 0 T E S NAME QUANTITY SIZE / REMARKS LAW 1111V I ILUVL LAIJ1111k) VAIN PROFESSIONAL ENGINEERING CONSUL TANTS, INC. en gin e e r s p I a n n e r s surveyors Suite '1560 Eola Park Centre 200 East Robinson Street, Orlando, Florida 32801 4071422-8062 ,,h all beds with Y deep shredded cypress mulch. andscape shown 'to be fully irrigated on reuse irrigation system. See Sheet P�ANTING P�AN UO2,55PSP—GNB— 3126197 . . . . . . . . . . . . . . . . . . . . . . . . . . NOT" FUR CONSTRUCT/ON DESIGNED 8)" M. C. ✓/OR Na M0265 UNLESS SIGNED HERE DATE 3126197 awwoamm� DRA P11N 3 Y- b/. C. LA CHECKED BY.- M. C, pR0dL-CT ENGIAIEEI'? SHEET / OF 2 'He APPROVED BY. R.M.D. B