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1990-25-WOa N in fi w '+ .g R• O a A j 8 0 f It + y != I (�q 66o, -7 Cl EEL r1ZO i� - __- 2_ -^ ,T `: Ll `? 5t 4lb i L 1 e � ^ _ 3 " A. r J' �1 SID a . I T Q i lm m _ w Z Y W W Q W 2 V p p V N :3 CC 0 x 0 F.. s� Z ..� 0 W O o Z .' :i CL a LU � U) p Z. N0 M -2 mi mi Q o m w SHELT G -6 0 17 DRA ING N0. 'inli -N- 89.006. 0 nI jl �I r Z 1 tiw ♦ 0 I z 1, b� Z CC q ''+ Z cc - ' SHELT G -6 0 17 DRA ING N0. 'inli -N- 89.006. 0 nI jl �I r 58- 54- 50. E:-- 446+ mx -- - - w _�. \ , �/ °° z k 48¢.5 L F + F I Ov 1� -I- , - , - -- - EAfZ7N710,Fe SRZC 0/c 5, 01 25 "EAS Av W1,071 - 0 4� 51p -53 2+00 w A 6/74, 0 64 X, 7+ZO 1 3+60 60 IIIL 3 0 5*40 4t50 Rp INE PR�)FILE JJ AA L C VLhT. 4'-0" 2*70 54 50 f=,06.3± 46 42 go is, 0*00 llfo-G O-AYO OCT 15 1990 06619 T 130 APPROVED By'. S.AN DIEG IWWATEIF3j (STRICT R E VI SIGN S NO. By DA, TE REMARKS R. C T. 9-27- 90 REPLACES I'RE010elS 61156T G-10 CC ci z cc w ui z W cc z 0 w O SHEET—G-12 — i OF 17 DRAWING NO. 1307-N-89.012-2 R PLAN VIEW BOND WIRE CONCRETE VAULT ME-CHANICAL VALVE METALLIC PIPE (TYP) BOND WIRES 3 -NO. 2 AWG. STRD. COPPER WIRE W /HMW /PE INSUL. ALUMINO - THERMIC WELD SEE DETAIL 10 G -12 B G -12C INSTALLATION DETAIL DOND WIRES IN VAULT ACROSS VALVE HIGH POTENTIAL ALLOY SPECIFICATIONS CHEMICAL COMPOSIT;ON 'ELEMENT AMOUNT Al 0.010 %. Max �.1n 0.50 to 1.30'.'. Cu 0.02'/. Niax. N1 0.0017. Max. Fe 0 03'/. Max. Other 0.05'/. each or 0.3'/. Hux. Total Mg Remciner BACKFILL COMPOSITION 75'/. GYPSUM 20'/. BENTONITE 56/. SODIUM SULFATE INGOT WEIGHT: 48 LBS PKGD WEIGHT : 106 LBS a (APPROX ) G-12B I G -12C ANODE LEAD NO. 12 A`J'JG COPPER WIRE W /THHN INSUL. SECURE W /TIE WIRE SILVER SOLDERED CONNECTIO14 EPDXY MAGNESIUM ALLOY INGOT GALV. STEEL CORE CLOTH BAG PACKAGED DACKFILL PREPACKAGED MAGNESIUM ANODE DETAIL G -12B I G-12C INSULATING FLANGE JOINT COATING SEE DETAIL n7__� G -I C1G- 2C INSULATING WASHER STEEL WASHER -- INSULATING SLEEVE INSULATING (TYP 2 PL) GASKET (FULL STUD LENGTH) STEEL STUD STEEL NUT— (OR BOLT) ( TYP 2 PL) 06 0 INSULATING FLANGE KIT 1-3/4 3 -1/4" NOTE: 1. HARDWARE QUANTITIES IN INSULATING FLANGE KIT WILL VAKY BASED ON GASKET PATTERN AND PIPE SIZE. INSULATING 'FLANGE KIT DETAIL r 6 7/b 13 -1 /2" nn m G -12C I G-12C CAST IRON TRAFFIC COVER MARKED -CP TEST CONCRETE BODY TRAFFIC RATED COVER WEIGHT: 12 LBS, BODY WEIGHT: 54 LBS TEST BOX DETAIL 9 G -128 G -12C 0 WAX TAPE COATING s LL i LL i a -- CL R r w1 } co NOTE: 1. TO BE USED BURIED IN GROUND. BURIED INSULATING FLANGE COATING DETAIL G -I2C I Go -12C NOT ES STEP 1 STEP ? STEP 3 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES, FOR VERT- ICAL SURFACES SIDE- WELDER IS REQUIRED. FILE SURFACE STRIP INSUL A- HOLD ` ",/i= �E ? F I ?'V'- 2. ALL WIRE WELDS TO BRIGHT METAL TION FROM LY `JVI T �-; fPEN1N07 SHALL BE 6 INCHES AND CLEAN. WIRE. i'�.0,Y F R._)JM OPERA - APART MINIMU�v1. TnR �1itiD )vNITE 3. ALL EXPOSED !METAL _ ._ _ -S I TIN-5 PC`�VDER. (STRUCTURE ,WIRE WELD) SHALL BE STEP 4 STEP 5 COATED WITH BITUMI- NOUS COMPOUND f12 PRIOR TO COATING REPAIR AND REMOVE SLAG COVER CONNEC- BACKFILLING. FROti; CONNEC- TlON WITH B I - C. ^RTRIDGES SHALL 4. STANDARD WELD TION TUMINOUS COM- BE USED FOR STEEL FOUND. SURFACES, FOR DUCTILE IRON AND CAST IRON USE XF- 19 ALLOY OR EQUIVALENT. ` VELDER SECTION ALUMINO - THERMIC WELD DETAIL 4PROVEld B1� SAN DIEGUITO WATER DISTRICT N0. I BY I DATE G -I23 G--12C SC' T !, rl T l i r` ir;r�, 1 ,l�J rOVY'DER tydr'T�,1 �P,0 Wnr-C� DISC WIRE CR x t R E V I S I O N SHEET G— 12C -- OF - DRAWING NO. .. 4 �R LL i LL i - -� CL R r w1 } co iJ 1 liJ U = C _j _ U) <, Q r.-: = v a i f � v :-A d .yw,tc� Aa1f1, 3 `ter. x If i z 5 R� ivg P Y. 0 J i LLJ ` a z Lu 1 v as � � '•-tu! i R>•Ibl C: :iV i p } "•eaet' n �a j R E V I S I O N SHEET G— 12C -- OF - DRAWING NO. .. 4 �R INSTALL TEST BOX — AT INSULATING FLANGE SEE DETAIL ,3 G -126 G -126 INSTALL TEST BOX AND TWO MAGNESIUM ANODES ON PIPE. ( TYP 9 PLS.) SEE DETAIL NOTE: 1. BRASS 1 BE STAMPED +P °FOR PIPE AND "A" FOR ANODE TO IDENTIFY WHERE EACH WIRE IN EACH TEST BOX ORIGNATES. G- 12B1G -12B THRUST I BLOCK POINT "B" STA. 7 +52.05 N EASEMENT VALVE VAULT INSTALL BOND WIRE A IN VALVE VAULT SEE DETAIL 5 G -12B G -126 / INSTALL TEST BOX THRUST AT INSULATING FLANGE � BLOCK SEE DETAIL GABION WALL / POINT "A" STA. o +oo= G -1213 G -12B / 270 +71.74 DIGESTER � IDIGESTER � N0.3 NO.4 BLDG.I BLDG. FIRE -- / I DIGESTER rj DIGESTER HYDRANT \ NO.1 / NO.2 CATHODIC PROTECTION SITE PLAN WIRING DETAIL 2 G -128 G- 128 s CAST IRON COVER CONCRETE TEST BOX SEE DETAIL g G -I2B G -I2C MICARTA OR PHENOLIC INSULATING PANEL 5" x 5 "x 1/4" ISOLATED BRASS TERMINAL (TYP) 0.01 OHM SHUNT COPPER BUS BAR IDENTIFICATION TAG BRASS (TYP) TEST LEADS 2 -NO. 8 NvVG. STRD. COPPER WIRE W/ HMW /PE INSUL. ANODE LEADS 2 -NO.12 AWG. STRD. COPPER WIRE W /THH�] INSUL. NATIVE SOIL BACKFILL ( STONE FREE) SLUDGE THICKNERS CURB (TYP) SLUDGE DEWATERING BLDG. NOTE: TO BE INSTALLED AT THE FOLLOWING LOCATIONS: 1Q S.S. o+#" © S.S. 4+ 40 20 S.S. 0 07 S.S. 5 +30 0 30 S.S. 1 +70 ® S.S_ 6 +20 4Q S.S. 2 +60 S.S. 7 +10 50 S.S. 3+50 po TEST BOX (AT- GRADE) FOR WIRING SEE DETAIL 4 G -I2B G -I2B FINISHED GRADE CONCRETE SLAB 2'x2 "x6" TEST LEADS 4 -NO. 8 AWG. STRD. COPPER WIRE W /HMW /PE INSUL. ALUMINO- THERMIC WELD SEE DETAIL 10 G -1 ^13 G -12C DIELECTRIC INSULATING' FLANGED JOINT ( TYP) SEE DETAIL T__ G -I2L -I2C INSTALLATION DETAIL 3� TYP FOR TEST STATIONS G -I2B G -I2B ON 30" PIPE AT 0 +00 AND 7 452.05 (2 LOCATIONS) R, NOT E: 1. IDENTIFIC BE STAM SOUTH TC INSULATE (TYP) INSTALLATION DETAIL r TEST 0OX (AT -GR; i1E ).. FOR WIRING .� SEE DETAIL L G -12B 0-12B FINISHED GRAI;E CONCRETE SLAB 2'x2'x6" TEST LEADS 2 -NO. 8 AWG. STRD. COPPER WIRE W/ HMW /PE !NSUL. ANODE LEADS 2 -N0. 12 AVVG. STRD. COPPER WIRE W /THHN INSUL. ALUMINO- THERMIC WELD DEE DETAIL 10 G -12B G -12C INSTALL ( 2 ) 48 LM PRE PACKAGED ivzAGNESIUM ANODE SEE DETAIL, 8 G -I213 G -I2C PLASTIC WARNING TAPE 'J. I WIN G -12BIG -12B WIRING DETAIL 4 G-128 PO-12B APPROVED By: SAN DIEGUITO WATEtR DISTRICT CAST IRON COVER CONCRETE TEST BOX SEE DETAIL r9 G -I29 G -I2C _ MICARTA OR PHENOLIC INS'ULATIN G PAN�-L 5" r 5 "x 1/4" ISOLATED BRASS TERMINAL (FOR 1 -NO.8 HMW /PE TES -; LEAD ( BLACK UNPROTECTED PIPE LEAD) TYPR, 2 PLS. ISOLATED BRASS TERMINAL (FOR 1 -NO.8 HMW /PE TEST, -LEAD ( BLACK PROTECTED PIPE LEAD) TYR 2 PLS. IDENTIFICATION TAG 3RASS (TYP) FEST LEADS -NO. 8 AWG. STRD. TOPPER WIRE 'V/ HMW /PE INSUL. ,IATIVE SOIL BACKFILL (STONE FREE) � cl 51990 KF CM1'Zt..�' t: r { i ,cam' 0 Lr i LUI Q LU ' i i GO --.> ':n, CL wiz �. 5 Iw mot.-;' a: L) Lu.�,.� �a Lu L! - F 77,M dvv►a +auk �'� '�. y REV 1 S 10 N S r N0. 8Y DATE 1 REMARKS SHEET G- 12B - + 1 .1FW 10 -9 -90 REVISE LOCATION OF TEST' STATIONS OF 17 f DRAWING N0. t 4y w Q: d LL a a nw. c< O Co m r M a) z w w Y- Ld V J F- (n Q w Q C LJ C-e Z U CZ a 0 U (11) ,cam' 0 Lr i LUI Q LU ' i i GO --.> ':n, CL wiz �. 5 Iw mot.-;' a: L) Lu.�,.� �a Lu L! - F 77,M dvv►a +auk �'� '�. y REV 1 S 10 N S r N0. 8Y DATE 1 REMARKS SHEET G- 12B - + 1 .1FW 10 -9 -90 REVISE LOCATION OF TEST' STATIONS OF 17 f DRAWING N0. t 4y W ". Z4" FZEDLC ER "' -G'' 13W CM LC ST�E� O i m SUMP IZ' DIA —� 00 K � ' ;iE, P j 24" Fw "tee sR�o� j '5TL. III 24" FLG x 5w SR cL_ CMLC STEEL. 12' i I� DICTA ULIC I T(Lt 77 oK EQuAU - 12 12 z"Ic AILC Pl uG /ALVE% FEL PPF L " " O FOB GONj /&UAT /DN Z4 FLG F3w S � 0 P�v �M L c STE e: SEE SHEET CT -12_ GMt� STEEL — ` Z rr 16 �r �o V3\, QA 4X r°'ALUM. f/ATCf/ C�)�\�� PLAN o e, ��;,•� -it ctIi2 C'i i V LVE BOX DETAIL OD 13c� C , 1 SC LE: 3/8­=1'_0­ G JZ AZ ILgll j !SO NOTE: INDICATES E UIPMENT NOTE. THIS SHEET — - I PRECAST TOP PLAN 1z F_ ✓AuL.T Q I--- T O�- WRAP P /PE W12 rlkJ GRADE Et. 50.7 + M' T OF; LAPPED LAYERS OF 'STEEL VINYL ELEC TAPE. �I EXTEND WRAP 2" �V /NOIJ- BEYOND EA. WALL FACE "ol TYP 2 PZ,4CES) i N K HI?I "T (PE 316 5S CHAIN AT THE INVERT GROUT OF A PIPE, INSTALL .I TYP• 2 PLAe ES i 5EE DeTAI!_ - -J J rlkJ GRADE Et. 50.7 + 211 SAL` FIFE- �` �I •IBC, ' �cK S 127 -_,R. -R7 �V /NOIJ- UMIr I OF i N K HI?I "T (PE 316 5S CHAIN AT THE INVERT GROUT OF A PIPE, INSTALL ABOVE 60. INSr ZZATIOAI (Y P, FOR ONLY WITH 90° BEND P'LGS.� FLUSHING CONNECTION DETAIL PI PE R m CO T I/V C216HED 11111 1501 SECTION SCALE: 3'8" T -0" 1Z %Z 4",x 4 "x I /ZII 1 \u>A'S HER /j�) I I H0 L_ E , \\,/ E L_P ►,t FIELD TO SCALE: 114­=T-0­ H 16r H X 50' OPEC utr i - ._.44.68 'TYP PPO�/IOE 2" FLUGFI�►JCi �OIJIJ, PER DETAIL AT Ge0`Iv N /I Z M✓E 2T OF THE ►_IrJE. SECTION 2 SCALE: 3/8­ T -0" �/Q M j F3E N D q'-) �N Ir DO (JOT \VELD TO p l r-t. f40L� -- - I N aok5 E FL T J 2 -1* 4 E.F. OF SUP PORTS, GRILL ANI0 F3OLvT�, pRl nl . Gt R O UT I N p Ir AC. E p� rj - - CtIZ G7 UT ' j 4- I/2 'TAPPED NC�)L_E� LEVEL_ INS 6-AP SGRE \Vjf Co ip L SECTION 1 ELEVATION PIPE SUPPORT DETAILS_ NOT TO SCALE T1? jQ -- Ol N O SECTION 2 PIPr N �T N '\-HALF 60 NOT TO SCALE fZ I 12A EX /ST. X30 "CLASS dl RCCP J 30" CMLC TRANS IT /ON COUPLING FLG X SP /GOT OR FLG X BEL L AS REQ p 30'/CMLC ��' CLOSEST EX /ST. P IPE FLG. X WE SPOOL L17 TO PO /NT A OR B j CONTR. Tb FjELO VER /FY EX /ST </T ARRAN6EMT PRIOR To FA,6. OF TRANS /T /ON COUPLING bVSUL AT /NC FL (3, IN67A PER DE%A/Z S 6 S. G- r2C 30 CMLC BEND S/177 2 PIECE, SEE PLAN 9 yr. G -12 FOR DEGREE Of BEND DETAIL 4 SCALE: 3'8" T -0'• TIE -IN AT STA. 0 +00.00 TIE -IN AT STA. 7 +52.05 SIMILAR SECTION A -A NOTE 7W� I�S'T ,BLOC, � ARE TO EXTEND TO UND /5TU/�BED �1PDUr(/D scyE,o�� E STA . y W AREA = Yx w Ot00 3' 23.0 If 69. D" 7 f 52. 05 5 ' / &. /' 80.5' THRUST BLOCK DETAIL 3 NOT TO SCALE 12 12Q VALVE BOX ANO EXTENSION SEE i2A 12A l2 •MAX. MIN I'A iffil rA 6" -'2- # 4 E, F:. 0 F WATER MAIN- GS - 4�U P PO RTS, PIRILL (SEE PLAN) COUPLI N SLEEVE - G S p.►.1 D r�RO UT I N OR MECHAN ICAL PLA�"E FLANGED /,-0" 0 OUTLET l WELDING NECK II �, FL A NG E _ _ CONC. 90° WELDING ELL CEWENT MORTAR _6" SiCH. 40 ML 9 C STEEL PIPE PER L / V/NG - FOR COATING SEC T /ON 15067 OF SPECIFICATIONS SEE SPEC. NOTE: WELDING NIPPLE CAD PLATE ALL fHAROW INSULATING FLANGE SET �6 "PLUG VALVE 6 "' BLOWOFF DETAIL 5 NOT T O SCALE /ZA 12A PROFILE LINE A PROFILE NOTES - 30" CMLC STEEL WATER LINE GENERAL NOTES NOTE STATION DESCRIPTION 1. PRIOR TO THE START OF THE LINE RELOCATION, The "TOR SHALL FIELD VERIFY THE PIPE INVERTS AT THE TIE-IN POI',' A ANC B, AND SHALL 1 0 +00.00 CONTRACTOR S' ".'L REMOVE THE EXISTING SECTION OF EXCAVATE TO THE SOUTHEAST AND NORTHWEST OF POINTC TO ExPgSE THE 30" CONCRETL PRESSURE PIPE TO THE CLOSEST EXIST- COMPLETE SECTIONS OF of ING JOINT. CONTRACTOR SHALL FURNISH AND INSTALL A FABRICATED TRANSITION COUPLING (SFIGJT FLG. 2. CONTRACTOR SHALL USE THE SPIGOT DIMENSIONS, OR BELL DIMENSIONS, OF OR BELL X FLG. END AS REQ'D.) INSTALII s0 CMLC THE SECTION OF PIPE TO BE REMOVED TO PROVIDE DIMENSIONS FOR FABRICAT- STEEL P:PE TO STATION 0 +00.00 PER DET. N. ING THE TRANSITION COUPLINGS. FURNISH AND INSTALL 30" CMLC STEEL 45 DEG. BEND 3. CAUTION - DURING TIE-INS AND CONSTRUCTION, CONTRACTOR SHALL TAKE ALL FROM STATION 0 +00 EXTENDING TO THE NORTHEAST. NECESSARY PRECAUTIONS, AS DIRECTED BY THE CONSTRUCTION MANAGER AND SDWD INSPECTOR, TO PREVENT ANY INTRUSION OF SOIL, GROUNDWATER, FURNISH AND INSTALL THRUST BLOCK AT THE 45 DEG. SURFACE RUNOFF, OR ANY LIQUID WASTE FROM CONTAMINATION THE 30 INCH BEND. LINE CAP AND ABANDON THE EXISTING 30" CONCRETE PRES- 4. DIMENSIONS INDICATED BY AN ASTERISK ( *) ARE SUBJECT TO CHANGE BASED SURE PIPE. ON THE MANUFACTURERS OF THE EQUIPMENT FURNISHED. 2 0 +72.00 FURNISH AND INSTALL CMLC STEEL 5 DEG. BEND. 4. ALL FLANGES FOR CMLC PIPE SHALL BE AWWA C207 CLASS "D ". 3 0 +77.00 FURNISH AND INSTALL 6 -INCH BLOWOFF PER DETAIL 5, 5. THE SAN DIEGUITO WATERLINE RELOCATION SHALL BE ACCOMPLISHED WITH ONE THIS SHEET. SHUTDOWN OF THE EXISTING WATERLINE. THE SHUTDOWN SHALL BE LIMITED TO A DURATION OF FOURTEEN CONSECUTIVE CALENDAR DAYS BETWEEN THE DATES OF NOVEMBER I AND APRIL 30. ALL WORK NECESSARY FOR TIEING THE NEW LINE 4 1 +15.93 FURNISH AND INSTALL CMLC STEEL 40 DEG. BEND. INTO THE EXISTING LINE AND PLACING IT BACK IN SERVICE SHALL BE ACCOMPLISHED WITHIN THE FOURTEEN DAY TIME FRAME. REQUIRED TESTING, 5 1 +60.00 FURNISH AND INSTALL PRECAST CONCRETE VAULT, DISINFECTION, FLUSHING, ETC., SHALL BE ACCOMPLISHED PRIOR TO THE ASSOCIATED SERIES 550 OR EQUAL. SEF EQUIPMENT SCHEDULED SHUTDOWN FOR TIE -IN. NOTES FOR DETAILS. EQUIPMENT NOTES 6 3 +22.00 FURNISH AND INSTALL 6" FLANGED CONN. TO THE 30" CMLC STEEL LINE AT THE CENTER LINE OF THE 30" A. FURNISH AND INSTALL 24 ", 100% AREA, FLANGED PLUG VALVE WITH CAST IRON MAIN. FOR CONTINUATION OF THE 6" LINE, SEE BODY, DEZURIK SERIES 100 ECCENTRIC PLUG VALVE OR EQUAL. VALVE SHALL PROFILE NOTES FOR LINE B BELOW. HAVE A C.W.P. NON-SHOCK WORKING PRESSURE RATING OF 150 PSIG. LINE WORKING PRESSURE IS APPROXIMATELY 100 PSIG. IN THE FULL OPEN 7 5 +95.00 FURNISH AND INSTALL 2" MANUAL AIR RELEASE VALVE POSITION, VALVE SHALL PROVIDE A CROSS-SECTIONAL AREA EQUAL TO THE PER SAN DIEGUITO WATER DISTRICT (SDWD) STANDARD AREA OF THE UPSTREAM PIPE. FURNISH THE VALVE WITH BRONZE BEARINGS, DETAIL P -10. FURNISH AND INSTALL 2" INSULATING NITRILE BUTADIENE PACKING, AND NEOPRENE RESILIENT PLUG FACING. UNION BETWEEN THE CORPORATION STOP AND THE WALL FURNISH THE PLUG VALVE WITH A DEZURIK AGG16H16 ACTUATOR, OR APPROVED OF THE 30" MAIN. EQUAL, WITH INDICATOR TO INDICATE THE "OPEN "AND "CLOSED" VALVE POSITIONS. PROVIDE 16" HANDWHEEL. 8 6 +00.43 FURNISH AND INSTALL 30" CMLC STEEL 60 DEG. BEND. FURNISH THE PLUG VALVE WITH A FACTORY APPLIED EPDXY COATING IU ALL 9 7 +52.05 FURNISH AND INSTALL 30" CMLC STEEL 55 DEG. BEND. INTERNAL WETTED SURFACES OF THE VALVE BODY AS DESCRIBED BELOW: FROM STATION 7 +52.05. EXTENDING TO THE NORTH- WEST, CONTRACTOR SHALL R.FMOVF. THE EXISTING (1) EXCEPT AS OTHERWISE PROVIDED HEREIN, THE MATERIAL USED SHALL BE 100 SECTION OF 30" CONCRETE PRESSURE PIPE TO THE PERCENT POWDER EPDXY AND SHALL BE 3 -M COMPANY "SCOTCH COAT, "MICHIGAN CLOSEST EXI'1NG JOINT. CONTRACTOR SHALL FUR- CHROME AND CHEMICAL COMPANY, "MICRON 650 OR 651," OR EQUAL. NISH AND INSTALL A FABRICATED TRANSITION COU- . i'; . T'Ii,6'T A iLb C'R BEL, PG' AS P %uuIRED) (2) WHERE, IN THE ENGINEER'S OPINION, BECAUSE OF THE NATURE OF THE ITEM fW; 'Al I '1n rMif SIFFL PIPE TO STATIO'I 7452.05. BEING COATED, IT WOULD BE IMPOSSIBLE TO USE THE POWDER EPDXY METHOD WITHOUT CAUSING DAMAGE TO THE ITEM, THE USE OF A LIQUID EPDXY WILL BE PERMITTED. LIQUID EPDXY SHALL BE 3 -M COMPANY NO. 302, SOC -CO PLASTIC FURNT�H nP!!) IN'.! a.I ; THRUST BL'JC; COATING CO. KEYSITE 740, OR EQUAL. BEND. (3) SURFACE PREPARATION THE SURFACE SHALL BE BLAST-CLEANED IN CAP AND ABaNnON iN PLACE THE EXISTING 30" CON- ACCORDANCE WITH SSPC -SP -5 (WHITE METAL BLAST CLEANING). THE GRIT CRETE PRESSURE PIPE SIZE USED SHALL BE AS RECOMMENDED BY THE EPDXY MANUFACTURER. PROFILE LINE B (4) APPLICATION. APPLICATION OF THE EPDXY COATING SHALL BE IN ACCORDANCE PROFILE NOTES - 6" AWWA C -900 PVC WATER LINE TO FIRE HYDRANT WITH THE MANUFACTURER'S INSTRUCTIONS, PROVIDED THAT, IF LIQUID EPDXY INSTALL PER SDWD STANDARD DETAIL DWG P -1 IS PERMITTED, IT SHALL BE APPLIED IN NOT LESS THAN 3 SPRAY COATS TO GIVE THE REQUIRED TOTAL THICKNESS. - 10 0 +00 PROFILE LINE B - 3 +22.00 PROFILE LINE A (5) THICKNESS OF COATING. THE MINIMUM DRY COATING THICKNESS SHALL BE 8 11 0 +00 FURNISH AND INSTAL L 6" FLG X MJ GATE VALVE AT MILS, EXCEPT THAT THE THICKNESS OF COATING IN THE GROOVES FOR VALVES THE FLANGED OUTLET PROVIDED IN THE 30" CMLC OR FITTINGS DESIGNED TO RECEIVE A RUBBER GASKET SHALL BE APPROXIMATE- STEEL LINE. (SEE PROFILE NOTES FOR LINE a). LY 5 MILS. 12 1 +18+ FURNISH AND INSTALL COMMERCIAL TYPE FIRE HYDRANT (6) INSPECTION. COATING THICKNESS SHALL BE CHECKED WITH A NON- DESTRUC- PER SDWD STD DWG PI. TIVE MAGNETIC TYPE THICKNESS GAGE. COATING INTEGRITY SHALL BE TESTED WITH A SPONGE TESTING UNIT OPERATING AT APPROXIMATELY 60 VOLTS. ALL FURNISH AND INSTALL THREE BOLLARDS PER BOLLARD PINHOLES SHALL BE MARKED, REPAIRED AND RETESTED. NO PINHOLES OR DETAIL ON DWG G -10 OF THE CONTRACT DRAWINGS. TWO OTHER IRREGULARITIES WILL BE PERMITTED IN THE FINAL COATING. SHALL BE PLACED AT THE EDGE OF CURB IN FRONT OF THE HYDRANT AS SHOWN BELOW. ONE SHALL BE PLACED (7) FIELD REPAIRS. IF SMALL LOCAL REPAIRS ARE NECESSARY, THEY SHALL BE DIRECTLY BEHIND THE FIRE HYDRANT. MADE USING A LIQUID EPDXY RECOMMENDED BY THE MANUFACTURER OF THE EPDXY WITH WHICH THE ITEM WAS INITIALLY COATED. THE SURFACE SHALL FIRST BE HAND-TOOL CLEANED IN ACCORDANCE WITH SSPC -SP -2 (HAND TOOL 80ZCARD 637YP) CLEANING). THE REPAIR EPDXY MATERIAL SHALL BE APPLIED IN ACCORDANCE SEE PROF /C E �„ WITH THE MANUFACTURER'S INSTRUCTiONi, NOTE 12 0= EXTERIOR SURFACES OF THE VALVE SHALL BE COATED IN ACCORDANCE WITH F /RE f�YORANT - -- - 5 v SECTION 09900 OF THE SPECIAL PROVISIONS. o B. FURNISH AND INSTALL PRE-CAST CONCRETE VAULT 8' -0" WIDE AND 10' -0" EDGE OF CURB LONG WITH PRE-CAST BASE AND COVER ACCORDING TO THE DIMENSIONS AND ELEVATIONS SHOWN ABOVE. BOX SHALL BE ASSOCIATED PRODUCTS 550 BT OR APPROVED EQUAL. - FURNISH AND INSTALL A WARNING SIGN ON THE THE VAULT SECTION TO BE PLACED OVER THE 24" LINE SHALL HAVE A 30" BOLLARD BEHIND THE FIRE HYDRANT. SIGN SHALL BE HIGH X 30" WIDE OPENING TO ACCOMMODATE THE LINE. THE UPPER HALF OF METAL AND SHALL DISPLAY THE FOLLOWING MESSAGE IN THE OPENING SHALL BE SEMI CIRCULAR. RED LETTERS ON A WHITE BArKCROUND: "CAUTION -WATER FOR FURNISH THE PRECAST CONCRETE BASE WITH A 12" DIAMETER SUMP AS SHOWN FIRE DEPARTMENT ON THE DRAWINGS. USE ONLY." C. FURNISH THE VAULT WITH 16" BOLT -ON, HOI- DIPPED GALVANIZED STEEL. 3/4" SIGN SHALL 12" HIGH AND 12" WIDE MINIMUM. DIA „ STEPS FOR ACCESS AS SHOWN ON THE DRAWINGS. (RUNGS SHALL BE LETTERS SHALL BE 2" HIGH AND 112" WIDE MINIMUM. INSTALLED STARTING 1' -6" BELOW THE CEILING OF THE VAULT AND SHALL EXTEND TO WITHIN 2' -0" OF THE FLOOR OF THE VAULT. RUNGS SHALL BE SPACED EQUALLY WITH A CENTER TO CENTER VERTICAL DISTANCE OF 12" St F 3'ABO ✓E GRADE /N MAX IMUM. RUNGS SHALL BE KNURLED AND WILL BE__MAN]UFACTPURED BY INWI:SCO - SET Fc /SH IN 1 PARKWAY e S /M/LAR OR EQUAL . PAVED AR£AS� ' AREAS , - FINISH GRADE z _ D. FURNISH THE CONCRETE COVER WITH A 4' -0" X 6'0 ", DOUBLE LEAF, ALUMINUM HATCH COVER BILCO KD -3 OR APPROVED EQUAL. DOORS SHALL BE is 014 ra FF K_X w '� CONSTRUCTED OF 1/4" ALUMINUM DIAMOND PLATE WITH STRUCTURAL ALUMINUM .:- i, AST /R, 4 F An1E vD, STIFFENERS AND CAPABLE OF WITHSTANDING A LIVE LOAD OF 150 PSF. DOORS ? O'SOUARE CONCRETE PAD ! MARKEC DOW0 WATER SHALL BE FURNISHED WITH A LOCKING HANDLE WHICH CAN BE REMOVED. FRAME PROVIDE VALVE STEM 1 ! SHALL BE CONSTRUCTED OF 1/4" ALUMINUM MINIMUM. ALL SURFACES OF THE EXTENSION WHERE DEPTH DOOR AND FRAME IN CONTACT WITH THE CONCRETE SHALL BE COATED WITH ZINC TO OPERATOR EXCEEDS s "� CHROMATE PRIMER OR SUBSTITUTE MATERIAL SUBJECT TO THE APPROVAL OF THE (SEE DETAIL BELOW) ENGINEER. B CAST IRON SOIL PIPE -- BUTTERFLY VALVE OR lS "LTA. C,l MANHOLE ��r'c UG vA. ✓E IN ST 6 "NOSE CA FRAIL 4 COVER, TRAFFIC CONC. BASE WOOD BLOCKS _ �� wEI�+T wARKEO "WATER " RE^ �• -. W1 CHAIN 2 2.2'X 12' LONG 1/� ° (BRONZE) CRUSHED RCCK o� GATE VALVE INSTALLArIOA q 6" FEMALE - MALE 2 AW + 5 HE HOSE* NIPPLE (PW N "DIA. PRECAST COINC. ti i �FER r, NG Nur THREAD x HOSE RIN16S THREAD) BRONZE n V4 0/4 STEEL SHAFT 2' MIN. — ' -~ fr EX7EN5 /ON MACHIAE, 6" GRAVEL POCKET TO MATCH NUr I AIVCIrCiR CENTERING / T PC - - °I q #1 a1I RE/NF R(b 6 "�H• �O ML C STEEL PIPE GUIDE B FOR CHAIN ANCHOR PER SECTION 15067 OF SPEC. DETAIL 7 OCT 151 990 NOTE. NO T!l A I r 12A f�A 1`IV 1 1 V JI.N�_C L H Provide protective coating to II Nur O F rAWwA exterior surface of valve body _� REVISION S AIDE in accordance with specs. NO. BY DATE REMARKS VALVE BOX & EXTENSION r R C. T 9 27- 90 REPLACES PREVIOUS SyEET G -12A DETAIL 6 NOT T ^v SCALE 12A /2A APPR^VEO 6Y: SAN DIEGUIT0" WATI ER D I S T R 1 C T r Z i' m m Zti "�'' AL... �EFdRr✓ 211 SAL` FIFE- �` �I •IBC, VALVE, STOCKHA.r�1 \uHE2l� %nLlCg�i,E S 127 -_,R. -R7 WITH INSULATING BUSHING YH►2EH(l�D CA(� PN� WHERE MOUNTED "T (PE 316 5S CHAIN AT THE INVERT NOTE SIZE ASS✓10n11V OND 63, OF A PIPE, INSTALL ABOVE 60. INSr ZZATIOAI OUTLET PI PE ONLY WITH 90° BEND FLUSHING CONNECTION DETAIL NOT TO SCALE fZ I 12A EX /ST. X30 "CLASS dl RCCP J 30" CMLC TRANS IT /ON COUPLING FLG X SP /GOT OR FLG X BEL L AS REQ p 30'/CMLC ��' CLOSEST EX /ST. P IPE FLG. X WE SPOOL L17 TO PO /NT A OR B j CONTR. Tb FjELO VER /FY EX /ST </T ARRAN6EMT PRIOR To FA,6. OF TRANS /T /ON COUPLING bVSUL AT /NC FL (3, IN67A PER DE%A/Z S 6 S. G- r2C 30 CMLC BEND S/177 2 PIECE, SEE PLAN 9 yr. G -12 FOR DEGREE Of BEND DETAIL 4 SCALE: 3'8" T -0'• TIE -IN AT STA. 0 +00.00 TIE -IN AT STA. 7 +52.05 SIMILAR SECTION A -A NOTE 7W� I�S'T ,BLOC, � ARE TO EXTEND TO UND /5TU/�BED �1PDUr(/D scyE,o�� E STA . y W AREA = Yx w Ot00 3' 23.0 If 69. D" 7 f 52. 05 5 ' / &. /' 80.5' THRUST BLOCK DETAIL 3 NOT TO SCALE 12 12Q VALVE BOX ANO EXTENSION SEE i2A 12A l2 •MAX. MIN I'A iffil rA 6" -'2- # 4 E, F:. 0 F WATER MAIN- GS - 4�U P PO RTS, PIRILL (SEE PLAN) COUPLI N SLEEVE - G S p.►.1 D r�RO UT I N OR MECHAN ICAL PLA�"E FLANGED /,-0" 0 OUTLET l WELDING NECK II �, FL A NG E _ _ CONC. 90° WELDING ELL CEWENT MORTAR _6" SiCH. 40 ML 9 C STEEL PIPE PER L / V/NG - FOR COATING SEC T /ON 15067 OF SPECIFICATIONS SEE SPEC. NOTE: WELDING NIPPLE CAD PLATE ALL fHAROW INSULATING FLANGE SET �6 "PLUG VALVE 6 "' BLOWOFF DETAIL 5 NOT T O SCALE /ZA 12A PROFILE LINE A PROFILE NOTES - 30" CMLC STEEL WATER LINE GENERAL NOTES NOTE STATION DESCRIPTION 1. PRIOR TO THE START OF THE LINE RELOCATION, The "TOR SHALL FIELD VERIFY THE PIPE INVERTS AT THE TIE-IN POI',' A ANC B, AND SHALL 1 0 +00.00 CONTRACTOR S' ".'L REMOVE THE EXISTING SECTION OF EXCAVATE TO THE SOUTHEAST AND NORTHWEST OF POINTC TO ExPgSE THE 30" CONCRETL PRESSURE PIPE TO THE CLOSEST EXIST- COMPLETE SECTIONS OF of ING JOINT. CONTRACTOR SHALL FURNISH AND INSTALL A FABRICATED TRANSITION COUPLING (SFIGJT FLG. 2. CONTRACTOR SHALL USE THE SPIGOT DIMENSIONS, OR BELL DIMENSIONS, OF OR BELL X FLG. END AS REQ'D.) INSTALII s0 CMLC THE SECTION OF PIPE TO BE REMOVED TO PROVIDE DIMENSIONS FOR FABRICAT- STEEL P:PE TO STATION 0 +00.00 PER DET. N. ING THE TRANSITION COUPLINGS. FURNISH AND INSTALL 30" CMLC STEEL 45 DEG. BEND 3. CAUTION - DURING TIE-INS AND CONSTRUCTION, CONTRACTOR SHALL TAKE ALL FROM STATION 0 +00 EXTENDING TO THE NORTHEAST. NECESSARY PRECAUTIONS, AS DIRECTED BY THE CONSTRUCTION MANAGER AND SDWD INSPECTOR, TO PREVENT ANY INTRUSION OF SOIL, GROUNDWATER, FURNISH AND INSTALL THRUST BLOCK AT THE 45 DEG. SURFACE RUNOFF, OR ANY LIQUID WASTE FROM CONTAMINATION THE 30 INCH BEND. LINE CAP AND ABANDON THE EXISTING 30" CONCRETE PRES- 4. DIMENSIONS INDICATED BY AN ASTERISK ( *) ARE SUBJECT TO CHANGE BASED SURE PIPE. ON THE MANUFACTURERS OF THE EQUIPMENT FURNISHED. 2 0 +72.00 FURNISH AND INSTALL CMLC STEEL 5 DEG. BEND. 4. ALL FLANGES FOR CMLC PIPE SHALL BE AWWA C207 CLASS "D ". 3 0 +77.00 FURNISH AND INSTALL 6 -INCH BLOWOFF PER DETAIL 5, 5. THE SAN DIEGUITO WATERLINE RELOCATION SHALL BE ACCOMPLISHED WITH ONE THIS SHEET. SHUTDOWN OF THE EXISTING WATERLINE. THE SHUTDOWN SHALL BE LIMITED TO A DURATION OF FOURTEEN CONSECUTIVE CALENDAR DAYS BETWEEN THE DATES OF NOVEMBER I AND APRIL 30. ALL WORK NECESSARY FOR TIEING THE NEW LINE 4 1 +15.93 FURNISH AND INSTALL CMLC STEEL 40 DEG. BEND. INTO THE EXISTING LINE AND PLACING IT BACK IN SERVICE SHALL BE ACCOMPLISHED WITHIN THE FOURTEEN DAY TIME FRAME. REQUIRED TESTING, 5 1 +60.00 FURNISH AND INSTALL PRECAST CONCRETE VAULT, DISINFECTION, FLUSHING, ETC., SHALL BE ACCOMPLISHED PRIOR TO THE ASSOCIATED SERIES 550 OR EQUAL. SEF EQUIPMENT SCHEDULED SHUTDOWN FOR TIE -IN. NOTES FOR DETAILS. EQUIPMENT NOTES 6 3 +22.00 FURNISH AND INSTALL 6" FLANGED CONN. TO THE 30" CMLC STEEL LINE AT THE CENTER LINE OF THE 30" A. FURNISH AND INSTALL 24 ", 100% AREA, FLANGED PLUG VALVE WITH CAST IRON MAIN. FOR CONTINUATION OF THE 6" LINE, SEE BODY, DEZURIK SERIES 100 ECCENTRIC PLUG VALVE OR EQUAL. VALVE SHALL PROFILE NOTES FOR LINE B BELOW. HAVE A C.W.P. NON-SHOCK WORKING PRESSURE RATING OF 150 PSIG. LINE WORKING PRESSURE IS APPROXIMATELY 100 PSIG. IN THE FULL OPEN 7 5 +95.00 FURNISH AND INSTALL 2" MANUAL AIR RELEASE VALVE POSITION, VALVE SHALL PROVIDE A CROSS-SECTIONAL AREA EQUAL TO THE PER SAN DIEGUITO WATER DISTRICT (SDWD) STANDARD AREA OF THE UPSTREAM PIPE. FURNISH THE VALVE WITH BRONZE BEARINGS, DETAIL P -10. FURNISH AND INSTALL 2" INSULATING NITRILE BUTADIENE PACKING, AND NEOPRENE RESILIENT PLUG FACING. UNION BETWEEN THE CORPORATION STOP AND THE WALL FURNISH THE PLUG VALVE WITH A DEZURIK AGG16H16 ACTUATOR, OR APPROVED OF THE 30" MAIN. EQUAL, WITH INDICATOR TO INDICATE THE "OPEN "AND "CLOSED" VALVE POSITIONS. PROVIDE 16" HANDWHEEL. 8 6 +00.43 FURNISH AND INSTALL 30" CMLC STEEL 60 DEG. BEND. FURNISH THE PLUG VALVE WITH A FACTORY APPLIED EPDXY COATING IU ALL 9 7 +52.05 FURNISH AND INSTALL 30" CMLC STEEL 55 DEG. BEND. INTERNAL WETTED SURFACES OF THE VALVE BODY AS DESCRIBED BELOW: FROM STATION 7 +52.05. EXTENDING TO THE NORTH- WEST, CONTRACTOR SHALL R.FMOVF. THE EXISTING (1) EXCEPT AS OTHERWISE PROVIDED HEREIN, THE MATERIAL USED SHALL BE 100 SECTION OF 30" CONCRETE PRESSURE PIPE TO THE PERCENT POWDER EPDXY AND SHALL BE 3 -M COMPANY "SCOTCH COAT, "MICHIGAN CLOSEST EXI'1NG JOINT. CONTRACTOR SHALL FUR- CHROME AND CHEMICAL COMPANY, "MICRON 650 OR 651," OR EQUAL. NISH AND INSTALL A FABRICATED TRANSITION COU- . i'; . T'Ii,6'T A iLb C'R BEL, PG' AS P %uuIRED) (2) WHERE, IN THE ENGINEER'S OPINION, BECAUSE OF THE NATURE OF THE ITEM fW; 'Al I '1n rMif SIFFL PIPE TO STATIO'I 7452.05. BEING COATED, IT WOULD BE IMPOSSIBLE TO USE THE POWDER EPDXY METHOD WITHOUT CAUSING DAMAGE TO THE ITEM, THE USE OF A LIQUID EPDXY WILL BE PERMITTED. LIQUID EPDXY SHALL BE 3 -M COMPANY NO. 302, SOC -CO PLASTIC FURNT�H nP!!) IN'.! a.I ; THRUST BL'JC; COATING CO. KEYSITE 740, OR EQUAL. BEND. (3) SURFACE PREPARATION THE SURFACE SHALL BE BLAST-CLEANED IN CAP AND ABaNnON iN PLACE THE EXISTING 30" CON- ACCORDANCE WITH SSPC -SP -5 (WHITE METAL BLAST CLEANING). THE GRIT CRETE PRESSURE PIPE SIZE USED SHALL BE AS RECOMMENDED BY THE EPDXY MANUFACTURER. PROFILE LINE B (4) APPLICATION. APPLICATION OF THE EPDXY COATING SHALL BE IN ACCORDANCE PROFILE NOTES - 6" AWWA C -900 PVC WATER LINE TO FIRE HYDRANT WITH THE MANUFACTURER'S INSTRUCTIONS, PROVIDED THAT, IF LIQUID EPDXY INSTALL PER SDWD STANDARD DETAIL DWG P -1 IS PERMITTED, IT SHALL BE APPLIED IN NOT LESS THAN 3 SPRAY COATS TO GIVE THE REQUIRED TOTAL THICKNESS. - 10 0 +00 PROFILE LINE B - 3 +22.00 PROFILE LINE A (5) THICKNESS OF COATING. THE MINIMUM DRY COATING THICKNESS SHALL BE 8 11 0 +00 FURNISH AND INSTAL L 6" FLG X MJ GATE VALVE AT MILS, EXCEPT THAT THE THICKNESS OF COATING IN THE GROOVES FOR VALVES THE FLANGED OUTLET PROVIDED IN THE 30" CMLC OR FITTINGS DESIGNED TO RECEIVE A RUBBER GASKET SHALL BE APPROXIMATE- STEEL LINE. (SEE PROFILE NOTES FOR LINE a). LY 5 MILS. 12 1 +18+ FURNISH AND INSTALL COMMERCIAL TYPE FIRE HYDRANT (6) INSPECTION. COATING THICKNESS SHALL BE CHECKED WITH A NON- DESTRUC- PER SDWD STD DWG PI. TIVE MAGNETIC TYPE THICKNESS GAGE. COATING INTEGRITY SHALL BE TESTED WITH A SPONGE TESTING UNIT OPERATING AT APPROXIMATELY 60 VOLTS. ALL FURNISH AND INSTALL THREE BOLLARDS PER BOLLARD PINHOLES SHALL BE MARKED, REPAIRED AND RETESTED. NO PINHOLES OR DETAIL ON DWG G -10 OF THE CONTRACT DRAWINGS. TWO OTHER IRREGULARITIES WILL BE PERMITTED IN THE FINAL COATING. SHALL BE PLACED AT THE EDGE OF CURB IN FRONT OF THE HYDRANT AS SHOWN BELOW. ONE SHALL BE PLACED (7) FIELD REPAIRS. IF SMALL LOCAL REPAIRS ARE NECESSARY, THEY SHALL BE DIRECTLY BEHIND THE FIRE HYDRANT. MADE USING A LIQUID EPDXY RECOMMENDED BY THE MANUFACTURER OF THE EPDXY WITH WHICH THE ITEM WAS INITIALLY COATED. THE SURFACE SHALL FIRST BE HAND-TOOL CLEANED IN ACCORDANCE WITH SSPC -SP -2 (HAND TOOL 80ZCARD 637YP) CLEANING). THE REPAIR EPDXY MATERIAL SHALL BE APPLIED IN ACCORDANCE SEE PROF /C E �„ WITH THE MANUFACTURER'S INSTRUCTiONi, NOTE 12 0= EXTERIOR SURFACES OF THE VALVE SHALL BE COATED IN ACCORDANCE WITH F /RE f�YORANT - -- - 5 v SECTION 09900 OF THE SPECIAL PROVISIONS. o B. FURNISH AND INSTALL PRE-CAST CONCRETE VAULT 8' -0" WIDE AND 10' -0" EDGE OF CURB LONG WITH PRE-CAST BASE AND COVER ACCORDING TO THE DIMENSIONS AND ELEVATIONS SHOWN ABOVE. BOX SHALL BE ASSOCIATED PRODUCTS 550 BT OR APPROVED EQUAL. - FURNISH AND INSTALL A WARNING SIGN ON THE THE VAULT SECTION TO BE PLACED OVER THE 24" LINE SHALL HAVE A 30" BOLLARD BEHIND THE FIRE HYDRANT. SIGN SHALL BE HIGH X 30" WIDE OPENING TO ACCOMMODATE THE LINE. THE UPPER HALF OF METAL AND SHALL DISPLAY THE FOLLOWING MESSAGE IN THE OPENING SHALL BE SEMI CIRCULAR. RED LETTERS ON A WHITE BArKCROUND: "CAUTION -WATER FOR FURNISH THE PRECAST CONCRETE BASE WITH A 12" DIAMETER SUMP AS SHOWN FIRE DEPARTMENT ON THE DRAWINGS. USE ONLY." C. FURNISH THE VAULT WITH 16" BOLT -ON, HOI- DIPPED GALVANIZED STEEL. 3/4" SIGN SHALL 12" HIGH AND 12" WIDE MINIMUM. DIA „ STEPS FOR ACCESS AS SHOWN ON THE DRAWINGS. (RUNGS SHALL BE LETTERS SHALL BE 2" HIGH AND 112" WIDE MINIMUM. INSTALLED STARTING 1' -6" BELOW THE CEILING OF THE VAULT AND SHALL EXTEND TO WITHIN 2' -0" OF THE FLOOR OF THE VAULT. RUNGS SHALL BE SPACED EQUALLY WITH A CENTER TO CENTER VERTICAL DISTANCE OF 12" St F 3'ABO ✓E GRADE /N MAX IMUM. RUNGS SHALL BE KNURLED AND WILL BE__MAN]UFACTPURED BY INWI:SCO - SET Fc /SH IN 1 PARKWAY e S /M/LAR OR EQUAL . PAVED AR£AS� ' AREAS , - FINISH GRADE z _ D. FURNISH THE CONCRETE COVER WITH A 4' -0" X 6'0 ", DOUBLE LEAF, ALUMINUM HATCH COVER BILCO KD -3 OR APPROVED EQUAL. DOORS SHALL BE is 014 ra FF K_X w '� CONSTRUCTED OF 1/4" ALUMINUM DIAMOND PLATE WITH STRUCTURAL ALUMINUM .:- i, AST /R, 4 F An1E vD, STIFFENERS AND CAPABLE OF WITHSTANDING A LIVE LOAD OF 150 PSF. DOORS ? O'SOUARE CONCRETE PAD ! MARKEC DOW0 WATER SHALL BE FURNISHED WITH A LOCKING HANDLE WHICH CAN BE REMOVED. FRAME PROVIDE VALVE STEM 1 ! SHALL BE CONSTRUCTED OF 1/4" ALUMINUM MINIMUM. ALL SURFACES OF THE EXTENSION WHERE DEPTH DOOR AND FRAME IN CONTACT WITH THE CONCRETE SHALL BE COATED WITH ZINC TO OPERATOR EXCEEDS s "� CHROMATE PRIMER OR SUBSTITUTE MATERIAL SUBJECT TO THE APPROVAL OF THE (SEE DETAIL BELOW) ENGINEER. B CAST IRON SOIL PIPE -- BUTTERFLY VALVE OR lS "LTA. C,l MANHOLE ��r'c UG vA. ✓E IN ST 6 "NOSE CA FRAIL 4 COVER, TRAFFIC CONC. BASE WOOD BLOCKS _ �� wEI�+T wARKEO "WATER " RE^ �• -. W1 CHAIN 2 2.2'X 12' LONG 1/� ° (BRONZE) CRUSHED RCCK o� GATE VALVE INSTALLArIOA q 6" FEMALE - MALE 2 AW + 5 HE HOSE* NIPPLE (PW N "DIA. PRECAST COINC. ti i �FER r, NG Nur THREAD x HOSE RIN16S THREAD) BRONZE n V4 0/4 STEEL SHAFT 2' MIN. — ' -~ fr EX7EN5 /ON MACHIAE, 6" GRAVEL POCKET TO MATCH NUr I AIVCIrCiR CENTERING / T PC - - °I q #1 a1I RE/NF R(b 6 "�H• �O ML C STEEL PIPE GUIDE B FOR CHAIN ANCHOR PER SECTION 15067 OF SPEC. DETAIL 7 OCT 151 990 NOTE. NO T!l A I r 12A f�A 1`IV 1 1 V JI.N�_C L H Provide protective coating to II Nur O F rAWwA exterior surface of valve body _� REVISION S AIDE in accordance with specs. NO. BY DATE REMARKS VALVE BOX & EXTENSION r R C. T 9 27- 90 REPLACES PREVIOUS SyEET G -12A DETAIL 6 NOT T ^v SCALE 12A /2A APPR^VEO 6Y: SAN DIEGUIT0" WATI ER D I S T R 1 C T r Z i' m m _ /rdl V H Q ? Z -J 0 3 111 O' p z Ja Q 0 W H u Z 0'- uj Q O a _ V - O J W cc r Q Z z F... Lu w � U 0 OTC W Z Q O , Cl) SHEET G -12A OF 17 DRAWING NO. 1307 -N- 89.012 -1 R m CO (0 0 Ld m 0 Q Ld Z z W U J Q W CC 2 U _ /rdl V H Q ? Z -J 0 3 111 O' p z Ja Q 0 W H u Z 0'- uj Q O a _ V - O J W cc r Q Z z F... Lu w � U 0 OTC W Z Q O , Cl) SHEET G -12A OF 17 DRAWING NO. 1307 -N- 89.012 -1 NoText • I i i i I • 3' 0" x 3 '-O CATCH BIAS /N : 5EE DE TA i L THIS SHEFT A _ EDGE OF PAVEMENT SE.E PLANS I I� GRAVEL ri4.77Z7�e � ,••" \NEER � _(0 ' - RUBBER WATER e ! o �i I�� W - - - - - - - 5TO P RING �o \ / c w "' O U ki /0'' STORM — A orb d�� Sir SEWER - — --7. 31S�s3u i RIBBON CURB - - — -4- - { z SCALE: 1""10'-0." WEEP 1 40LES y2 /A I � C I'-0 O. c..,. 1 m N m O ' -O" z Y w /2 w J = U L A ! 5 E E RETAINING WALL' f \ - DETAIL FO�Z WALL S�GTION EL. 55. 00 _ UL QQ BOT. OF V RETAI N I NCa TOP OF WALL `� / -O WALL TOP OF GRATE F_L 49.50 CONSTr- tUGTION - EL. so.40 JOINT 4 J1 48,10' — — w O f SLOPE l = 49. 90 OI I x x GEO'iXr /L_� +�CCC z O 0 0 0 0 N _ o a —SEE CATCH BASIN ._ i - 4 I,,, W Ca 3�4 ��� - DETAIL TNI5 SHEET, ,. a Z 0 TERMINATION CONCRETE FILL 5ECTI0 %-A 'aI Q CURB TERM _(" DRAIN ,a Z INV. EL_ 44.5°► � RETAINING WALL NOT TO SCALE R CTIIRE -� INV 20.00 SEC-i ION A-A � 3.Y8,= 1, -0 ". � _ �. DRAINAGE ST U / ED MANHOLE PERFOAAT 3 -�= .�� O / NOT TO SCALE 'fi INC, CONC • CHANNEL .O. VAR ► E S � E... r YL !�►� I -_I - f g�� / i � w Y STANDARD LAWN INLET 3'' DIA BRASS GAP FRAME AND GRATE / w i STAMP 1 E L EVATION MiN -- — — 2" MAX - 1 i 9 9 Ko 0 �� 5�E SK a _-- r- - - --I- ,'� - - - -- FOR PLAN U000 0/o" 5TORM /2 E. w. T & 8 I SLOPE sEwE R { oi- IN SURVEY R VE Y MONUMENT V A LL STORM sT T ER EWER t - NOT TO SCALE I NOT TO SCALE E CEMENT MORTAR ¢j PLASTER 2 2 I 6" 2r -0" 6" E L. 4: Me - FLAP HINGED G E AT � O z < PLAN - -_ -- _ r ti w ,� a i 3 t z — — - I NOTE: CoNGRETF_ EIVGA5F-MENT - EL 41 .22� SIMILAR I=oR lo" PLANT DRAIN TOP OF FRAME FIN. GR. UU a S- .E.�„ INV EL 4 I.62 -- - -1�-`� z f n o. TOP OF PAVED W W F �oX�o-W ►_4XWL4 \ AGG E S 5 ROAD CONG CEMENT MORTAR GRAVEL CONCRETE TI N �. X S 3 , \� J - BLOCKS PLASTER w��" x G" - /0 //0 GA • SwF 12 2" COMPRE5518L FILLER LOU 1 .e 0 ` I FILL... OUTLET STRUCTURE N A DIA. WEEP HOLC5 aoo 2" CLEAR(TYP) S 12 r Op bo AT / O' 0, G. EA G F-F SIDE WITH l Cu. FT. .y �v (,RAVEL FILTER COARSE AGG IN - • MATERIAL '`MIN BuRL.AP BAGS I2 r2 2 -S STUB T-HICKNF 3.5 (CoNTIN vou5) WA ER L I N E 3' -6" x 4' -6 i EXIST 1 N G 30" STORM SEWER R E V I S I O N S CONCRETE BASE 6-9 N0. BY DATE REMARKS HEET u f DRAINAGE CHANNEL I PAP 7 26MO RELOCATION OF 10' STORM DRAIN SITE DR of I'1111E N T t CONCRETE ENCASE x .a.�� .��-. . 4 r NOT TO SCALE ECTION ' -0 3/8" =1" . .. 9 � RAWING f�0. t` - CATCH BASIN _ � °07 -N -8g Qp9-a • NOT TO SCALE • _ ii