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S-82-2.1- y. M SANTA ANA HEIGHTS WATER COMPANY � > CO +�+ NN STANDARD WATER NOTES - Moms Vista A vsn u e 1. Water mains to be installed according to the latest Standards and Specifications of the Mesa Consolidated Water District. __ ��' IZ U 2. Contractor to have on. job+site a copy of the latest Standard Specifications at all times. ' ` . 3. Contractor to notify Santa Ana Heights Eater C,onpany, 48 hours prior to con- U 06 a m Lo struction. (Phone: 545 -1060 or 545 -4050) 4. All Plan Check, Inspection and Engineering Deposits will be made prior to I C C O signature of Manager. C ' 5. If there are any plan revisions before ocrrVletion, we will need three 131 �Q .AA C C (D copies of Revised Plans for approval. We will need two (2) copies of the ° • N'� C O a 3 1 mylar. �I N 6. A Bond will be posted at the conpletion of project for 10% of actual cost and \d ~ y Cl N C r'� will be held for one year by Santa Ana Heights Water Company. �Gt, -. A 50' 7. Required separation between sanitary, sewer, and water mains will be 10' -201 HORIZONTAL, 3" VERTICAL. o' 10.50 1°11.331 ! 8. A 15' water main easement to be granted to the Santa Ana Heights Water Company ....... ... _ w for maintenance purposes. A 5' easement required on services. - T} 5`A • C62 9. Service laterals shall be set to crrade by contractor prior to the installation I r of water meters and boxes. Please state meter size and quantity needed on plans. "t° h 10. Water meters will not be installed nor water turned on until the backflow t devices required have been installed, tested, and certified. .+ •_ M d1 11. Protect all existuiq utilities in place. (d QI .n 12. All water mains shall have 3' 6" mininuim cover, to finish grade. =Z - �.. - s- ........ _ - 13. Raise all existing gate valves to grade. -- � .Q 2.22 °0 1 r�;_ `.G!•0% r... -- 3 °- ' /OO°/ ¢ ° :' I � f} i C' ...._ T (1 v yhV 14. Install fire hydrant per Standard Drawinq #4. Q / __. 6� a bn t 0 C {�� x;14 � r^y 15. ALL WATER MAINS WILL BE TESTED at 225 P.S.Z. FOR FOUR HOURS. F 6Q, ({� k s _ �' tri, �` - - 1 �i1 16. Install blow -off per Standard Drawinq #9.� ±" / f C 4 10 1 "t 17. The sand backfill will be compacted to a minim an 95% of maximtun density and 6B•4 h �1 W ��' 1 °tmMtN k contractor to provide results to District. F N' BCE? 4 18. Chip 2" "W" in curb face to identify water service location. 6� h• ��, 16g.a FF = . 97 10 m W ,BL D 0`. 5 /4 /y 19. Meters and hexes to be installed by Santa Ana Heights Water Company. '1' E5. �9 (j J� �j %. �° �g dJ Q -a 20. All irrigation meters will have a reduced pressure principle device installed o 3GV,06 / % - •`r t � f f % S` _ ./° �° - �� SA'f nn,, p� ry y� / ry b meters. Contact Water Quality at ("'14) 631 -1200. `i t :✓ w 88�� N `v P/�D= J 1.°pk' ° 6 s //6 }, • b rI lV i3 - 21. Backfill material will have a sand equivalent of 25 or greater._ �; 6d•4a 10• ?D /S` b' 22. INSRALL TF43TST SIL7CrCS- pt7SIAi•IDARD I)Mn 6 t12.- _ - S E W E R N O T E S (FOR GONSTRUGTror1 WITHIN IRVINE /\VE. R/w OpLY� j 2.1 6B•30 h `. H - i` % { �} (w ` L U 7O, 53 { G.f t� N Q k 1 go EWER SYSTEM SHALL CCNPORM TQ THE STANDARAS' OF THE COSTA MESA SANITARY f $ 1 1% f 5 /6 I Z ! - ( 3f5 "e �j, "1 1. THE S '/ \ X1.4 j' 1 j 1 " i'� G F 5• DISTRICT. u / � � {°D` � , ,� Ala � y�?. __ .'�t ," 3 _. ... _ / ,t( (�a - -T'( y `yp'i,J �.. _.__ �' u• � !� -r; t 2. 6 V.C.P. HOUSE CcmEcri NS SHALL BE CONSTRUCTED FROM THE sEWER MAIN TO THE V 9 / . 0.�3 t\y I ,` �- 08 11 l t G �C C J`. r _ ......_...� Q� _ - " ip tiI - , "SCI �l G• 1 gy" /` • PROPERTY LINE FOR EACH LOT. v °� fp 1 4- �h T, ttv� a �Q 0•j (a1S r 0 3. THE DEVELOPER SHALL FURNISH THE SEWER CONTRACTOR WITH A PLOT PLAN INDICATING 4 7 fl 3.B � �% (�,' � Q��'��S �� • w / � , � E f : ft' s, ^ -_' - _r8, •, _ �•� r E �, ' : � g � � THE RECOMMENDED LOCATION OF THE HOUSE CONNECTION FOR EACH LOT PRIOR TO SEWER 0 �` P2 - f Q � �'� / A � � MAIN CONSTRUCTION. 6 �l, 6 G y1 f W % ;.ins F".�i �°,ry 4)T' .v, s -. - {� i V �o T• -_ _ °.z+G- - „ _.. _..,_.....r _ k _i _. �{ 4. MANHOLES SHALL BE PRECAST CONCRETE AS MANUFACTURED BY ASSOCIATED t �;> . e; ___. - _ - a f fi 66 h t R ►/1 I 0/ CONCRETE PRODUCTS INC., OR APPROVED EQUAL Ct � •'1 � �^ � -- ' V 6 gsB o ,A t pNQ .. SEE 6T r " °/ I if. Y _... G N D° //✓ ? b "9'/ a' 5. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED �?o G `� _ �•, � .$` 14 rB 'C -.. __ ! ft • • � � � C" � � z,., c'sg` 7 ! 68 b $ ,• i� f•° Sy \ 6 y 11w f EQUAL. "G' $ f 66,61 TG �.83fb" 1° 5 5 (' Ci C / tj, ? r ,.n,3 H r, . .._.._- 6 (� �$ � o rj� g fl �� � 0 Q} 9 f y` y: .,f v, yN. 88 I _8. f,' b', - " 6. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. 7 • ! (' t,•;_ r•r CC - •�iC/_CIi Zr @ .i__ _ -3 .�� r F • � �} � � y .3 $ _ ___ - L / � � J S•�'1 ii J� i� "�i? -, -._-_- : 7. ALL SEWER HOUSE CONNECTIONS SFiAhL BE PLACED PRIOR TO SURFACING OF STREETS. ' -� - �" � ' % 1 8. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISH GRADE AFTER STREET SURFACING IS COMPLETED. PB ! L h 69.30 I l _1 t11' __.J3 y• !� `11,t �t �w yF ti y, v 9. CLAY PIPE JOINTS SHALL BE MECHANICAL COMPRESSION JOINT'S. MECHANICAL CUM- -OK, SPEED-SEAL MN OR APPROVED \ ( W r-ZJ- PRESSZON JOINTS SHALL BE "WEDGE C 68.¢ M 4 EQUAL. C v y / Dd. p 10. IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT, MORTAR, OR `! %j0 �� k} G d /± r \ G� ' 1• dGC \ L ! � f dk �! t? 3 r • ' ' GROUT BE PERMPITED. 1 BL.Q(,7. 3 6 „c fi� ` t Q #1 f j' tj pf�F�� ,6T. a o� 11. STAMP "S" ON CURB AT sES ER LATERAL IOCATIONtS. t�� �1� F/":, X646. �r7 � �l ``,j' �} � ��� !' WD s d \ V �s F�ry �� 7 + s2� 12. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT. ENGINEER ia� ROD s !r 8•Y ( s r I ^ 24 HRS. PRIOR To COHME VCEMENT OF WORK (714}548-1192 i y O 13. PERMITS REQUIRED SHALL BE OBTAINED FROM THE STREET DEPT., CITY O F COST A MESA , 77 .FAIR DRIVE. (714) 754 -5329 of 14. WORK PERFORMED WITHOUT THE PRESENCE OF THE, DISTRICT ENGINEER AND /OR INSPECTOR ✓' } $• L -... - t_. __ - ° �. `r - IS SUBJECT. TO REJECTION. } 3•P S�•S:5 sr aPe t:! c d C�; .o o..' 6 I 1 D% 6 /�, p. , t /9 • l .. �. - - - 1 O o _ l _ ..._ . -.. { . -- - _ _ . �_ i� i / - - - - ! V �, UNDERGROUND STRUCTURES X00/ 1 V ALL UNDERGROUND UTILITIES OR STFd7CT.UR -S REPORT!') BY THE OWNER OR OTHERS AND THOSE �� 6 !� Z D SHC17 ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT• 1 gTA'- 3 m THE OWNER, BY ACCEP'T'ING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT �i.tsi Il.00 - ........ ..... i .a+°I 51• Ir _ 24.12'...__...- _ ��Q THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FROM ANY _.........._.._ ___ ___ - -.__ .. - ____�__._...._ .__ -- --- ' `✓ �1 ��� DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED BY THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. O THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTEECT THE ^ b y v1 `F (\ 25 'j Q• 4 UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR MT UCTURES FOUND AT 1 °. 13 41 4 \ `p % (\ SA Q V THE SITE. IT SHALT BE THE CONTRACTOR'S RESPCN$1BILITY TO NOTIFY THE OWNERS N 3 N �� y Ul \ Ql h V Q OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ' -. Q - N _ .. � m Q ti�Q� �� Q3 03 0� Q o .o 1Fti Ilk NUT.LCE To o�rTRACroRS y Q h y h H b @ I h y, QV` CONTRACTOR AGREES THAT HE A AI.L ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR h (� Y-5 y F/N /S'HED JCU,QFACE OVE%z P/ E H JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF 70 Y 61 I II C ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY NZ) TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR. SHALL DEFEND, I I 70 0 NOT BE LIMITED I I � ( I CQ• _ � O •W INDEMNIFY AND HOLD THE CJAT^IER AND' ENGINEER, HARMLESS "ROM ANY AND ALL LIABILITY, RLAL CR AL,LEDGED, IN CONNECTION W TH THE PERFORMANCE OF WORK ON THIS F'%a7ECT, MA /NTili //V /y% /N /0(.1 // COVE I I I I ( I G�t EX /TSET CO/ VT/,?,Vr7 Q A11-1Z RXCFPTING FOR LIABILITY ?ARISPr FRr)M TIm, SOLD NEGLIGENCE OF THE CUNR AND C CL /SO ENGINEER. FL D!�iL /VE PR /O/ Tl�O E .e A/FNy y 1 ,TIUCT /ON V 4,10 /VOT /FY t � ENG /NEE/Z OF�JNy/J /SC/ZEPEit/Cy COA 5;7 25/ L. E date • 3's% CONsT /0 L. F. 8 'C. L P. G 0409'0 cTOB V'0"'E55 : 2459, 24I6d C'�il/ST�PUCT /D�I/A/OTES �`QI��iVT/TYE�'T /i11iQTE 60 F� «�,� Lam., wp,,,�, 1 �. 5'EGVE2 r V 6 � 2/17/ /-vine we . revisions 62 1� AQ-- CONST.QUCT 4B N 1.D. 5'7_ /Ll/- ?All'OL E PE,P r. Al- SD. sro. owG /vo• si0o 5AA1T�9/4iV,9 HE /6HTSGY.�lE/?COWP.Q,Vy //22 5. E. X219704 5 T/z5l Y CONSTRUCT 8'i!/ C. P. 5'E/r✓E,P Ai•4 //V. 24/ L•F. � 5',ec/T/� ANA, CA 9Z7D7 Ca- CO,t/5'Tel/CT 4 !/ C P• 5'EWE,Q L.g74eleWL 380 C•E �` CO STRUC ,P .Q L 7e eo/ e �/f�Li s E : , _ �,. , ; "- v.>R•.� "> , `:.�y , � � _.,�_ .... _ _ '; D N T /O L f 4 C I. P .5EWE L TE/1% ('Cer� � O!/ / fY a % ° / s f/ ,. ... , . , ,..,�... ._�" - CONSTRUCT B G. /. P. SEWER MA /N Centered under WaferGne /OL.F /OLF. � . _Y.� -. m- :- a ----y- �. -•� ,. � - � - ,� , ,. _ 1 .> ,, _ . --�:- - . �:,, . . , _..,. _n....- .,.. - -, -. c, _ -�- ..� s._..�, `,, . - EL EANOR A• LULL ER MANAGER F IN, DAT 50 CO.$71VI04e, A"AII eyO/5'T/1 /CT E CO�t/�T,QUCT 6 ",9 C. P 6Y,9lE.P /M47 /�(/ CC. /SO 245 L.F. Approved wilhin Irvine Avenue only MONTE 1//Sr4 wile Q-- CONyT,PUCT 6 "HOT T,9P. PE/I AT. C. X 0. STD DwG. N0. 6 / ER• PROJECT t ` '`J -- I/t/ST,4LL S %r "5'T!>. F /,PE.yyD/1.4/VT.95Sy. ?E/l,d c. w. D, sro.ow�Na.4 / EA• � � - �� drawn by E im5TAL L / dl/9TE/1 5EP1/ /CE A,6e 0.0..`v/•D• eW..DWG. NO•/ /6 9W. Q Robin B. H4m¢r5 District E 9in¢¢� - -• 5TD, M:ETE/2 JS5Y Any M ew a. STD. Dwa. ma- .F /C E4 ST=4646Z 19 YE lob no OJ - ,PEti10vE �9NO REPLACE P.41/E,t7ENT,oE'9 C /Ty STD. DwG NO• BO/ 330 S.F I1 INSTALL 2 "W.4TE/1 S'E�P!/ /CE PE,P ,t. C. CYO. STD. D/vG. NO.2 �li1.e /6.oT /oN) / Eq• �E�`'Cy �'4'�'� '' ¢3 2s R Q 5T ~ P/1EP.9RE0 FO,P : P/lEPA//EO 9y: �' ` c r Al O 114V4 C'// /SELED "O ��44T •eAly OF 4r4l" RETU/PAl Q OoN.4L O E, STE l/En/ S, T,vC. ©- CONST,PUCT T/',PUSTBLOC,E� PE/1,,t� C.lND. SIG. DWG. NO. /? 2 EA• y ('ORPO�AT /OrV ClY14 E.VG /it/EE.¢s WEST 5' /DE Tel- v �T 9 w CO/1/VE/I p 874 Al. BATAVIA SEG(/E� ,f ` G!�/9TE�P /il/IP/20 "r/E�lEit/TS Q CON9T,2i�CT ,BLO/✓t/- OFF�1SSyPE/IMC.`vp sTV.OGVG. /cs0.9 /EA 5WAIr,9 IS.,VSeZ ,4/VD 7_U971.V. 02AA/GE1CAL /F0,2N /A 92GG8 l • EG E!/.gT /c�iV 72. Z2 PI ZAIIT i MAP NO SCAL E RI-/ONE: 7/G- 997-2320 10494W,0 E. TEV NS AV -,E //06! DATE of ,7N• 2268