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2015-12582 I (Plans) (3)-0an f2`) Goomm, MINIMUM SIZE AND DESCRIPTION LEGEND ON PLANS SIZE AND DESCRIPTION 2 1 lo 50fnm(2") x 13mrM1,2") BLACK FOAM SLEEVE 11 50mm (2") x REQUIRED LENGTH COPPER PIPE TYPE "K', SOFT 2 VALVE ENCLOSURE 3 50fnn) (2") MIPT x COMPRESSION ADAPTER 12 50rrin (2 ") 901 BRONZE COMPRESSION ELL 4 50mn (2") AUTOMATIC COMBINATION AIR RELEASE & AIR/VACUUM VALVE 113 50m (2") COMP BALL VALVE W1 TEE HEAD 14 LL t �0 \--( 4 'iLIJ_ C_- 6 13mm x 75rmr, (1/2' x 3") STAINLESS STEEL DROP-IN ANCHORS (3 EA @ 120* APART) un SIZE x 50m (2") SERVICE SADDLE 7 _j 17 WATER MAIN 18 VALVE STEM EXTENSION.(REO'D)SEE WV-05 8 Ll. 19 50mm (2") BRONZE COMPRESSION COUPLING (IF REQUIRED) V) 25m PVC CONDUIT FOR TRACER WIRE INSTALLED 50m f2") ABOVE SLAB 20 COLD JOINT STRIP Ln TYPE "Gm CURB 50m, (2"') BLOWOFF T ASPHALT CONCRE E RING OM FR END OF MAIN (PLAN VTEW� G- 1 (INDICATE SIZEi LEGEND ON PLANS —40 1.//-03, J to I _BLOWOFr ASSEMBLY t END D 0 F - -WE 100m & 150M (4 & 6 BL FROM END OF MAIN (PROFILE VIEW) 6 (INDICATE SIZE) ==-A i 7 LEGEND ON PLANS 81 9 13 • i U12 LOWOFF ASSEMBLY .E ViB-bO & WB-03-' 100m & 1 50mm 14" & 6 BLOWOFF FROM STEEL MAIN (PROFILE VIEW) NOTES; 1) PETER TO SECTION 1507L OF THE SPECIFICATIONS 2) FOR INSTALLATION OF BLOWOFF ASSEMBLIES SEE DRAWINGS WB-010 WB-02, WB-03 AND WB-06 3) BLOWOFF ASSEMBLIES INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 4) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST ITEM SIZE AND DESCRIPTION 1 TEM NO NO SIZE AND DESCRIPTION 1 !CONCREIIE THRUST BLOCK SEE WT-01 7 120omm (8") GATE WELL SEE WV-01 & WV- 2 iDUC �IL E 8 1F G x MJ/PO/FLG RGV T 11RON END CAP W —3 WAT' E MAIN N 9 !FLG x MJ/PO ADAPTER (IF REQU7RED) .4-y'k 4 (SIZE x 500 (2") SERVICE SADDLE i lo i C -9 00 PVC PIPE. SEE WB-02 & WE -03 5 50,70 (2") BRONZE MIPT x MIPT I 11 F L G x Mj/P0 ECCENTRIC DI REDUCER CORPORA? t ON STOP { 12 S 7 ;7 MA 1 N Z x BLOWOFF SIZE -LANGE 6 50mm (2"t, x REQUIRED LENGTH COPPER iMANUFACTTIRED STEEL TANGEN-AL OUTLET WB-C IFLG x MJ/PO BEND REQUIRED) PIPE TYPE "K" SOFT. SEr J 1 13 1 1 ALA - 2 B.O. VALVE DETAL (PER S.D. WAS STD. WS-04) NOT 70 SCALE cl FROM RECYCLED._ WATER MAIN 9MWA7& c D -/C2 PLAN VIEW TO PRESSURE., REGULATOR - _ ­ WATER MAIN 4 !r a REGULATOR - NOTES: I ) REFER TO SECTION 15051 OF THE SPECIFICATIONS 2) INSTALL CORPORATION STOP WITH KEY IN 'THE SIDE POSITION 3) SET TOP OF METER BOX FLUSH WITH SIDEWALK* CURB OR FINISH GRADE 4) LOCATE METER BOX AS SHOWN ON WS-03 5) INSTALL WARNING/IDENTIFICATION TAPE AS SHOWN ON WP-01 6) WATER LATERALS INSTALLED FOR THE USE OF RECLAIMED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 50mm (20) 7) CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 iB) MATERIALS SHALL BE SELECTED FROM THE A PR VED MATERIALS LIST LEGEND ON PLANS: INO TEM INO TEM "I SIZE AND DESCRIPTION SIZE AND DESCRIPTION 1 SIZE x 50nyn (2") SERVICE SADDLE 8 SOfm (2 `) BRONZE ANGLE METER STOP 2 WATER MAIN WITH LOCKWING - AG 3 50m OR (?") BRONZC CPORATION STOP TRACER WIRE (AS REQUIRED). SEE WP-01 4 50mm (2") x REQUIRED LENGTH COPPER 10 WATER METER FURNISHED AND INSTALLED PIPE TYPE "K" SCIFT/RIGID BY THE WATER AGENCY OF JURISDICTION 5 50or. (2") BRONZE COWRES$ION COUPLING 11 METER BOX WITH LID, COPPER TO COPPER (IF REQUIRED) 4?5mm x 750m (17"x 300) 6 SOmn (2") 904 BRONZE COMPRESSION ELL 12 CUSTOMER SHUT-OFF VALVE (LOCKABLE) DETAIL B - 2" RECYCLED WATER SERWCE DETAL (PER SD. WAS STD. WS-02) N 1 S H CIR A D E -A, <�,Y, IN DjR7 C)R ,II PAPROVED AREAS NOT TO SCALE I )-Y ( 2 0 'o NOTES: P­„ FR T'rl SI ­ Cl ION 15108 OF THE SPECIFICATIONS 2 ;;NSTA1 I WARN 1 NG/ IDFNT I F 1 CATION TAPE AS SHOWN ON WP -01 50mm (2") ASPHALT PAV !,,%,G !AC PAVING (FINISH GRADE) 3) INSTALLA7 ,O'N AT END OF MAIN TO BE SADDLED 300nn (24") FROM END 'CAP IN PAVED AREAS )MAN S ) IN., 1 ALL IVA" I rq"/ I ULJN I I r I 16A I I UN 11 Wr- Arr AZ 3rUMVI Uri V 1 5 1 AIR & VACUUM VALVES INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 6) NOTCH BASE OF GATE WELL TO CENTER OVER VALVE. SET LID FLUSH WITH SLAB. 50m Q'I 7 1 CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 8 ) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST LEGEND ON PLANS NM O SIZE AND DESCRIPTION ITEM NO SIZE AND DESCRIPTION 1 50m (2 ") PVC SCH 80 CLOSE NIPPLE & 2-SCH 80 STREET ELLS & SUCTION SCREEN lo 50fnm(2") x 13mrM1,2") BLACK FOAM SLEEVE 11 50mm (2") x REQUIRED LENGTH COPPER PIPE TYPE "K', SOFT 2 VALVE ENCLOSURE 3 50fnn) (2") MIPT x COMPRESSION ADAPTER 12 50rrin (2 ") 901 BRONZE COMPRESSION ELL 4 50mn (2") AUTOMATIC COMBINATION AIR RELEASE & AIR/VACUUM VALVE 113 50m (2") COMP BALL VALVE W1 TEE HEAD 14 50 n (2') 90" BRONZE F14PT x COMP ELL 5 TRACER RACER WIRE (IF REQUIRED). SEE WP-01 15 5 Dim (2 ") BRONZE MIPT x MIPT CORPORATION STOP 6 13mm x 75rmr, (1/2' x 3") STAINLESS STEEL DROP-IN ANCHORS (3 EA @ 120* APART) 16 SIZE x 50m (2") SERVICE SADDLE 7 IDOrr(n (4") SDR-35 SEWER PIPE GATE WELL WITH LID. SEE NOTE 6 17 WATER MAIN 18 VALVE STEM EXTENSION.(REO'D)SEE WV-05 8 1050mm x 750mm x 150mn THICK (42"x 30"x G" THICK) CONCRETE SLAB 19 50mm (2") BRONZE COMPRESSION COUPLING (IF REQUIRED) 9 25m PVC CONDUIT FOR TRACER WIRE INSTALLED 50m f2") ABOVE SLAB 20 COLD JOINT STRIP 200mm (8") HIGH x 200rm (8") WIDE vroffiEffiffoxwA DETAL C - AUTOMADC/COM&NA770N AIR RELEASE VALVE DETAIL (PER S.D. WAS SM WA-02) NOT TO SCALE m a 13' NOT TO SCALE P030c SASO mr..4T f oat m i vATa Tx e is T 25' m 15' 0.5, 8s 4' 3' 9. 72, r I no ------- 4 ) MAIIN'UAL AV ASSEMBL ItS INSTALLED FOR THE USE OF RECYCLED WATER SHALL PROFILE J B E J" D EN 1 1 TED; AS DESCRIBED Ir N SECTION 15151 OF THE SPECIFICATIONS 42' 20' 10 ....... 5 ) CEINNEC11ONS `0 STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 DEDICATh 1 1 . REI MASTER i FLOW PRESSURE TEST IL METER Y-STR�44ER* P . ' '[ '' VALVE SENSOR 6) CAM Y> GROOVE FITTING ADAPTER SHAI - I BE DRILLED AND TAPPED AS REQUIRED [REGULATOR] STATION RELEASE PET COCK 10, 22s FEE? T H E P R 10' 13' 17' POC SEQUENCE 7 ) L 1 D S S- 11, A 1 ' i BE MANUFAC URED WITH THE WORD "WATER" OR "RECYCLED, WATER" AS SHOWN ON WV-017 25' 1 ' ' a. 8) ivl,,ATFRIA[.,S SHALL BE SELECTED PROW, THE APPROVED MATERIALS LIST LEGEND ON PI - - 12 5 &5 7 NOTES: 1 1 REFER TO SECTIONS 15151 AND 15152 OF THE SPECIFICATIONS 2) SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB OR FINISH GRADE 3) INSTALL WARNING/IDENTIFICATION TAPE AS SHOWN ON WP-01 4) WATER LATERALS INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 5) fNSTALL WYE STRAINER HORIZONTAL TO SERVICE LATERAL -6) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST '7) A MORE STRINGENT METHOD OF BACKFLOW PREVENTION MAY BE REQUIRED AS SHOWN ON THE APPROVED PLANS TEM I NO SIZE AND DESCRIPTION MAX" 2.1 MAX. SIZE AND DESCRIPTION 13mm (1,27) BRASS BALL VALVE METER BOX WITH LID 250rffn x SOOmn WONx 20'v) OR 425m x 750m (IT"x30 ") lOrn (3,a) ROCK 100mm TO 150m (4ft TO 6") DEEP 1 12:1 6 2 BRASS OR COPPER PIPE 7 3 WYE STRAINER. SEE NOTE 5 7, BRASS CHECK VALVE 4* PCC 5 SCREWED BRASS UNION v L VLE 90X, SEE NOTE 7 10 TRACER WIRE (AS REQuiRED), SEE WP-01 SIDEWALK PER nOf-,,nm 2 CAM & GROOVE FITTING 4' PCC SIDEWALK 5077 `2") BRONZE COMP x FLG ANGLE A'DAPTFR x V.IPT WITH' LOCKING DUST CAP PER SDRSD G -7 :ALE IE 8 .2 SvR50 G-7 m, (1/1") PRESSURE RELEASE PET COCK 5 nnnn �2"I 90* BRONZE MIPT x FIPT ELL TYPICAL WATER METER %LO x F €'T, WITH G ASK F T INSTALL 60 W PCC A\111- % LOCA TION PER WAS 200mm (8") HIGH x 200rm (8") WIDE TYPE "Gm CURB NS-03 T ASPHALT CONCRE E RING RIW fvAl0f?1w PER SDRSD G- 1 INSTALL 6" PCC INSTALL 80 INSTALL 80 TYPE "Gm CURB X, PVC WATER MAIN PVC SEWER MAIN GUTTER PER SDRSD G-2 no ------- 4 ) MAIIN'UAL AV ASSEMBL ItS INSTALLED FOR THE USE OF RECYCLED WATER SHALL PROFILE J B E J" D EN 1 1 TED; AS DESCRIBED Ir N SECTION 15151 OF THE SPECIFICATIONS 42' 20' 10 ....... 5 ) CEINNEC11ONS `0 STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 DEDICATh 1 1 . REI MASTER i FLOW PRESSURE TEST IL METER Y-STR�44ER* P . ' '[ '' VALVE SENSOR 6) CAM Y> GROOVE FITTING ADAPTER SHAI - I BE DRILLED AND TAPPED AS REQUIRED [REGULATOR] STATION RELEASE PET COCK 10, 22s FEE? T H E P R 10' 13' 17' POC SEQUENCE 7 ) L 1 D S S- 11, A 1 ' i BE MANUFAC URED WITH THE WORD "WATER" OR "RECYCLED, WATER" AS SHOWN ON WV-017 25' 1 ' ' a. 8) ivl,,ATFRIA[.,S SHALL BE SELECTED PROW, THE APPROVED MATERIALS LIST LEGEND ON PI - - 12 5 &5 7 NOTES: 1 1 REFER TO SECTIONS 15151 AND 15152 OF THE SPECIFICATIONS 2) SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB OR FINISH GRADE 3) INSTALL WARNING/IDENTIFICATION TAPE AS SHOWN ON WP-01 4) WATER LATERALS INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS 5) fNSTALL WYE STRAINER HORIZONTAL TO SERVICE LATERAL -6) MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST '7) A MORE STRINGENT METHOD OF BACKFLOW PREVENTION MAY BE REQUIRED AS SHOWN ON THE APPROVED PLANS TEM I NO SIZE AND DESCRIPTION I TEM NO SIZE AND DESCRIPTION 13mm (1,27) BRASS BALL VALVE METER BOX WITH LID 250rffn x SOOmn WONx 20'v) OR 425m x 750m (IT"x30 ") lOrn (3,a) ROCK 100mm TO 150m (4ft TO 6") DEEP 1 METER ASSEMBLY PER WS-01 WS-02 6 2 BRASS OR COPPER PIPE 7 3 WYE STRAINER. SEE NOTE 5 4 BRASS CHECK VALVE 8 5 SCREWED BRASS UNION TFM ITEM N 11 Lj SIZE AND DESCRIPTION NO SIZE AND DESCRIPTION I -------------- 2,00,nin �8"' HIGH x 200mrr, (8") WIDE 8 WATER MAIN U­N,,'H',L iE HING 99 300rrfn 12", SDR 35 PVC PIPE x 6100tn"p, (24`) LONG GATE WELL 2 _✓Omm 1 1, 2 ") 2-P I4CEl FRAME AN' L v L VLE 90X, SEE NOTE 7 10 TRACER WIRE (AS REQuiRED), SEE WP-01 3 nOf-,,nm 2 CAM & GROOVE FITTING 11 5077 `2") BRONZE COMP x FLG ANGLE A'DAPTFR x V.IPT WITH' LOCKING DUST CAP METER STOP WITH LOCK WING :ALE IE 8 .2 t 50m. (2"', x REOUIRED LENGTH COPPER I PIPE TYPE 'K" RIGID OR SOFT m, (1/1") PRESSURE RELEASE PET COCK 5 nnnn �2"I 90* BRONZE MIPT x FIPT ELL 50m. (2") BRONZE W�IPT x COMPRESSION CORPORATION STOP omen OVAL METER FLANGE %LO x F €'T, WITH G ASK F T 14 SIZE x 50mm (2") SERVICE SADDLE 7 1 ROCK 1 Comm TO 150 200mm (8") HIGH x 200rm (8") WIDE TO 6 DEEP T ASPHALT CONCRE E RING I EAS7BOUND TRAVEL LANE I WEST9(VND 9. VARIES 2Z 2 SA UT LW TRA VEL LANE [.;- 1 1 MAX, -®Z-, 1 1 2. 1 MAX. M, hA ,o-gv\ EXISTING SI0 EW4 TO RE A I EXISTING CURB & GUTTER TO REMAIN EXISTING 16" STEEL WATER MAIN TO REMAIN EXISTING r VCP SEWER MAIN TO R&WAW WSTALL 6" PVC RIECLAWED WATER MAIN INSTALL 4' PCC SIDEWALK PER SDRSD G- 7 TYPICAL WATER METER LOCA77ON PER WAS WS-03 INSTALL 6* PCC CURB & GUTTER PER G-2 OVER 6' CLASS I/ BASE 2' GRIND AND OVERLAY EXIS77NG 6* ACP WATER MAIN TO REMAIN INSTALL 4" AC OVER 6" CLASS 11 BASE TYFICAL SECTION - PLATE STREET NOT TO SCALE G L,4 v No. 80356 Exp. 12/31/16 E2 s V) '�JO' _._, _......_... 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F , e a nra ^H's u,,.< .,?..f „.. b -, ,,.k, .re:: .<,; ,.0 r s' y:, �, ,:,£Gs.Yr':. .;�•> ,: ,.?`, 'ia r>.. ,Y :..:: ,.n. >:,...u.: H.:z, ..,fir M __- - , � tNSiALL 6 DR 14 ��+ __ EXts. t 3 j EXISTING 18' STEEL `' . < PVC RECLAIMED W -- -- W _ CL 150 — - a WATER PEA WO-7c_ ;c1 WATER MAIN EXISTING » VCP RECLAIMED WATER EXISTING $° VCP ( T4 REMAIN *� _ ___ - . , ..__ r 1 N PER MAIN PER DWG I r_y, SEWER MAIN PER » MAIN TO REMAIN w 4212 _.. P °H4 TO REMAI L71191 t a7, tJ(I� ,. r « JU 4212 TO REMAIN AND OVERLAY R J / f EXfSi711�G OVERHEAD Ui1dT�iL�s TO E r SIGN (APPROX. x 50' FROM ` i' , o W ' ; a.. ,^� 537 REQUEZA ac n 0 � w amt ~+ ° '� °' � � � � n EDGE OF TRAVELED II c w ccizt, N O '��-- +wa,� O O STREET o c 3 w v ca on O R w WAY; EXISTING CURB cn ° `~ o fl- , , 4 , N r. w ,-. _j a cn "w & GUTTER TO BE z O it ty ,- p O tea e[ + z O C> "sc°L-' ¢w +=� z,�, z , PROTECTED IN PLACE bi O � Q + } 4C �' �ri CL 1- + + tr? Q: 40 3 at R �'. r•• 1 «. REFERENCES _. BENCHMARK , 1. r'� iCITY OF ENCINITAS SURVEY CONTROL POINT f / BRASS D STAMPED "ENC-31 LS 7322”, SET IN THE NORTHWEST CORNER t HORIZONTAL r •° r° LOCATED � r SIDE OF BOULEVARD. / !.,> A tBUILT CONSTRUCTION N h, GRAPHIC 20 Z 60 v� a� 1yY ^F s Y ilmallmillamilil • y VMS a ANS PREPARED UNDER 7HE SUPERWSION OF RECOMMENDED IQO APPRO j,"] PUBLIC IMPROVEMENT PLANS CIF a • y R4E. Na fR G-27 PED RAMP r,• Y DA TE. DATE: CASE NO: 15— 008 7M8D1MUP11DR1ElA/CDP - P ++ w J •, r � CONSTRUCTION N h, GRAPHIC 20 Z 60 v� a� 1yY ^F €x s s Y ilmallmillamilil • y 0 #c ! a ANS PREPARED UNDER 7HE SUPERWSION OF RECOMMENDED IQO APPRO j,"] PUBLIC IMPROVEMENT PLANS CIF a • y R4E. Na fR Y Y r,• Y DA TE. DATE: CASE NO: 15— 008 7M8D1MUP11DR1ElA/CDP - P ++ w J •, r � €x s rl H V) - --I -- � E V) 5 C4 1 C14 —2.8% M WA 7ER P WO-67-7 TO REMAIN EXIS77NG 80 VdP SEVER MAIN M UMffS,- OF GRI VD 4212 TO RE N ANWOWRLkY Itz NL i-n L02 1+0 L x DRY. . ..... ..... H q- Lm blm� Nw- i 6- DR 14 PVC RECLAIMED WATER MAIN WORkING PRESSURE *RPE TO 19E ENCAW AND AU JOINIS -.qasTlNG 0 UV71ES TO.-REMAIN 'Vi mRic'u. a REMAIN EXISTING S-" -- & SIGN (APPROX x -.-F'ROM--PL),-- 50 15c wi Wrol X L If a,,-- ccZ C H- -W a I 3.0% m WO m ma SELY CURB RETURN PROFLE: REOUEZA SCALE, HOW 1'=10' G) INSTALL CROSS GUTTER PER SDRSD 0 -12 REVISIONS APPROVED DATE I W ADD SHEET 3A JILT PVT ELEV.- 209.37 i __ ._ .._.. _ _ _ _ i i a i f i : I Z Y 3 Q C9 t 00 I STA' 2+30.00 1 I # # a PM ELEVt __...._,_ ...... -_ C S ! v * ,?l MAE s I m.,,. 1 s s t fff E uq + IN o Lo 3 '" :ii "` co to w ry _ PiYE STA 4+5t}.t?�# STA 1+53 > q x c�3 `"� N cu .t _ PM ELEV:199 05 to csx t t 1 _. _ _ _. _.. _ .. . _ . _ _ i1._.._.._ _ .Q .� _ +. _. _ ,.... :+ TP 2II6.5 E . 3 W N W *i Q tD { F- LV i J F-. It N M � � «► c+7 -- _. _ _,____ _.._._.._Q,....,._,_ _,__. _._4tY,...._. _. -_... cY p} O r. o ` �n M P- d' j TP = 202.6 A � 4 A �} � �+ N O ♦ ^ # {" �tlf !a3 � . �J.,. 4 �N 11 N s I TWO 45 DEGREE PO X PO TOP OF 8Y' PVC i Q Ui p CL 7 ... .' q.�ASS'.345 ' a QE3 g AND THRUST' BLOCKS � WATEf2 MAIN � � � � w � i �vs WITH A PVC PUP CL o 3 +81 it �� TP = 196 9 STA 4 +05 2 PUBLIC ___-- i ' s ' to_._ _ - __- __.. _ _ .. _ . _ __.. � _ !. ... ....... ....�.,.._.__._..._ � ....._........ ... ,. PVC SE14�P__ >, P =195.6 4. 2 r N t a A , w Q 4 1 + 2 p 3 ST 4 +89 ` TOP OF 4* A t � � _ � CLASS a : TP 192 7 : 3 , 1 1 1 i i i 1 1 PRVAM WIA B PVC S t� EMIR P SCALE° H0R1Z: t =20 c� , -=5' i x 3 a a.. O , S ' N i x 1 x P4M t , 3 F i S f i 4 t t 4 S i 1 STA M. - ,—w 4 y 1 F 8" PVC CLASS / • a 8- PVC CLASS 305 1 a A PVC CLASS ,.. "121,503#2 M MA TERIAL 8" PVC CLASS 305 N MUM II 4" PVC CLASS 305 STA M. - ,—w 4 y 1 F ♦ ! / PIPE .i. 1 "121,503#2 M MA TERIAL N MUM II • ♦..i w f f •..= *[F�.�y s .. _ , / g a STA ._ ♦ ! PIPE DIA. PIPE .i. 1 (INCHES) MA TERIAL N II w _ , / g a �yz Boa C) C:*caci Lclq + + CN +1 CL cl FZTCTr i PROF7LE VIEW: DRfVEW4 Y 'At SCALE. • HORIZ 1`20' VERT. I"=5' zi z LOTS 9A, LOT 4 z I 2I z zi z SCALE. • 1' =20' • I • 6" PCC CURB GU TTER PER SDRSD G-2 18" X 18" BROOKS BOX INLET OR EQUAL. STENCIL AND STAMP PER CASQA FACT SHEET SD-13 TG=203.j IE=199.0 P� T = . 12- PVC DRAIN SCALE. NTS EXIST 6" A CP WA TER PVC WATER 6" P VC WA TER 8"x6" FLxPO 2" MAR ASSEMBLY PER WAS WA-07 REDUCER 6" FLxFL GV 8' FLxPO GV----. 8" FLxFL GV 6"x4m FLxPO REDUCER 8x8 x6' FLG 8"Wx8" FLG —w— TEE W/ THRUST TEE W/ THRUST BLOCK (16.0 SF PROPOSED 4" MIN) PER WT-01 PVC WATER 80 n F:",L'x) x6 PO 3r. 2" MAR ASSEMBLY REDUCER 6" P VC WA TER PVC WATER j7yl 11 A CP WA TER TRANS177ON COUPLING DETAIL C SCALE: NTS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUIL• I CITY OF ENCINITAS SURVEY CONTROL 'POINT 4 20 #1031. 2.5- BRASS DISC STAMPED -ENC-31 LS 9-14-20 7322"• SET IN THE NORTHWEST CORNER OF A HORIZONTAL 1"=20' STORM DRAIN CURB INLET. LOCATED ON THE DATE NORTH SIDE OF ENCINITAS BOULEVARD. VER 77CAL St -ever Nowak 9/14/20 ELEVA770N.- 182.995' DAYU111. NAVD88 PROFWLE VIEW: DRIVEWAY By SCALE. HORIZ: I " -20 _ VER T: I " -5' 81 c Co + + PLAN VIEW: DRIVEWAY'By SCALE. 1' =20' PROPOSED 8" PVC WATER 2" MAR ASSEMBLY PER WAS WA-07 m 6" FLxFL GV 8' FLxPO GV----. 6"x4m FLxPO REDUCER 8x8 x6' FLG —w— TEE W/ THRUST BLOCK (8.0 SF PROPOSED 4" MIN) PER WT-01 PVC WATER PROPOSED 8m 3r. 2" MAR ASSEMBLY SLUM PER WAS WA-07 PVC WATER 2" B.O. ASSEMBLY PER WAS WB-06 DETAIL E SCALE. N75 WM--AMM 81 c Co + + PLAN VIEW: DRIVEWAY'By SCALE. 1' =20' PROPOSED 8" PVC WATER 2" MAR ASSEMBLY PER WAS WA-07 6" FLxFL GV 8' FLxPO GV----. 6"x4m FLxPO REDUCER 8x8 x6' FLG —w— TEE W/ THRUST BLOCK (8.0 SF PROPOSED 4" MIN) PER WT-01 PVC WATER PROPOSED 8m 3r. 2" MAR ASSEMBLY PER WAS WA-07 PVC WATER 2" B.O. ASSEMBLY PER WAS WB-06 DETAIL E SCALE. N75 G No. 80356 Exp. 12/31/16 m PROFILE VIEW DRIVEWAY 'C' SCALE. HMZ. I"=20' VER T_ I » =5' zi zi z I MR Ms C14 N wff 'A m Il Pty N VEW DRIVEWAYC' SCALE. 1 " =20' n u-, yJ UTILITY CONSTRUCTION NOTES: jw;i INSTALL 4- SEKR LA7ERAL PEf? SDRSD SS-01 INSTALL I - DUAL DONESM WATER SERKE AND ME7ER PER W5-09, WC-Irm PLANS PREPARED INSTALL 8'X8-X6- FL 7EE WTH 7HRUST &OCK, GATE 4 RCCOMMENDED J-0 0 VALVES, REDUCER, AND MAR VALW PER DETAIL B SHEET 4 INSTALL 60' SElffR MANHOLE PLER SDRSD SM-02. '00" NEW MANHOLES SHALL BE LINED WTH AN APPROVED AW04 MAHER EPDXY LINING SYS7EM. TYLA G LA *SON INSTALL SEWER CLEANOUT PER SORSD SC-01 DA 7E- 5/10116 INSTALL 2- BO VALVE ASSEMBLY AND END CAP PER - - - - - - - . . . . . . . . . --- -------- WAS 019-06 0SR si A jw;i PLANS PREPARED UNDER THE SUPERVIS)ON OF 4 RCCOMMENDED J-0 0 4 BEARING L D TE. A j '00" R.C.E. NO. 80356 AW04 MAHER TYLA G LA *SON EXP. 12--31-16 DA 7E- 5/10116 ........ ..... . - - - - - - - . . . . . . . . . --- -------- ---------- J ----------- . ..... 0SR si A PLANS PREPARED UNDER THE SUPERVIS)ON OF 4 RCCOMMENDED J-0 0 APPRO D TE. A j '00" R.C.E. NO. 80356 AW04 MAHER TYLA G LA *SON EXP. 12--31-16 DA 7E- 5/10116 ........ ..... . - - - - - - - . . . . . . . . . --- -------- ---------- J ----------- . ..... ------- - - - - - - MIMI T F&I SEEN -- -------- ----- MEN 01�0wammem I LNE' A pm)WATF �OFPROPQSED GRADE -------------- ---------------- ------- - - ------ . . ......... ........... . . .... .. .... . .. .. .. UNG -- - - - - - - - - - - - - - - - - -- - - - i. 71 .. ........... .... --------- - ..... . ..... ............ ------ ------ --- - ----- .... ...... ------- - --- ..... .. .... - - ------ ----- - - - - - - - - - ---------- - - - - - - -- - - - - - - - - - -- - - - --------- ....... - - - -------- ZWER MAW ........... cw.- O- ......... .. . . i lr­1 IS se ---------- - T_ - - - - - - - - - - --- --- ----- --------- - - - - - - - - - - - -- -- - ---- - ---- COUN T-Y IM, _4212- 0SR si A M w- RMIA14WISWA 1 79ZAULINIIJ PLAN VIEW 8" PVC SEWER SCALE: 0' PLANS PREPARED UNDER THE SUPERVIS)ON OF 4 RCCOMMENDED J-0 0 APPRO D TE. A j B Y_ '00" R.C.E. NO. 80356 AW04 MAHER TYLA G LA *SON EXP. 12--31-16 DA 7E- 5/10116 DA TE MIMI F&I SEEN MEN 01�0wammem M w- RMIA14WISWA 1 79ZAULINIIJ PLAN VIEW 8" PVC SEWER SCALE: 0' ,,-EXIS71NG 10' PRIVATE SEWER EASEMENT PER MAP 10611 EXIS77NG 20' PUBLIC SEWER EASEMENT PER DOC #81-J9951 D s 1-tWSIRNG 80 , PER COUD107NtlY 7M 4212 TO REMAIN G No. 80356 Exp. 12/31/16 PLANS PREPARED UNDER THE SUPERVIS)ON OF 4 RCCOMMENDED J-0 0 APPRO D TE. A j B Y_ '00" R.C.E. NO. 80356 AW04 MAHER TYLA G LA *SON EXP. 12--31-16 DA 7E- 5/10116 DA TE ,,-EXIS71NG 10' PRIVATE SEWER EASEMENT PER MAP 10611 EXIS77NG 20' PUBLIC SEWER EASEMENT PER DOC #81-J9951 D s 1-tWSIRNG 80 , PER COUD107NtlY 7M 4212 TO REMAIN G No. 80356 Exp. 12/31/16 PIPS: I DEIAL 7M a4lffr EROSION CONTROL- REOUEZA STREET SCALE: 1"=20' J Cy I NOW, EROSION CONTROL LEGEND GRAVEL BAGS PER DETAIL A _70-11ww"p, I CRUEL S40 ROW SP ACM TABLE REQUEZA S7REET GRADE IN TER VAL lo'-20, HEIGHT LESS IHAN 2% 100' 1' (2 BAGS) 7' 1-41, - 50' • ZZI I'll 01�11� I �11111111`1, ! 11,71"M I V NOT TO SCALE w x lo'-20, #I 7' 1-41, - 50' iw MIN00,04 No. 80356 Exp. 12/31/16 pwi