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HomeMy WebLinkAbout4077-10 ii N89'18'14"E(R)o al.RT)NP8L9'172 �� 111111"104 I„11_O/ WALL 97.0 SEE MAAXR.CH.I,GHTHRE ETWWAMAYCO LEGENjI! Fz TOP wA L 6.4 • RUSTBLOCK L 9► 11 N 0 TONF4 ep�"IP; R:w w1 ► A < F .7 w ` �� 6•� i1 L82 9 , � FL83.43 0'S 3 1690.5 D=38'20'3 R=1 15.00 ON31'S8'0• RAD 1► /111 1 ' • FAIN PC RIBBON GUTTER j� . • L=76.96 1�RELOCA ii ST. LITE ���� L©0° • EXIS IN' ��I' �sTOti � - • • D=38.21 '22" � � `� N1° CONSTRUCTION NOTES I e R� ' R_ 21 .50 . �S p8 ITEM DESCRIPTION 011160"- �� F :2.s5 _ 139 .0 w�c^ L-81 . 4'_ / 1111 .....41,--- ` Q CONSTRUCT 8" DDC O CF 96 _ $2 FL82.50 ` F 82.81 4' © �b`, ill' �' 'a' •' % > , © CONSTRUCT 6" WATERLINE, INCLUDING APPURTENANCES AND THRUST BLOCKS oCF 12 , MP1- 7 ,,, TOE 2.1 9 P.�• �, 0 CONSTRUCT 6" FIRELINE, INCLUDING APPURTENANCES AND THRUST BLOCKS T. ' �c::::.;(2:2\.8 a3 50� ALF, ER �' FL85.0 0 CONSTRUCT PIV & FDC ASSEMBLY, SEE DETAIL ST. LITE �S`s 5=3' � •� �� -� FS FF8S o• - .P �, �'� S99� CONNECT TO EX. 1" WATER SERVICE FOR DOMESTIC USE 0 pc o A • 11t •-�j ®/rr ® 84.72 L� O •ASSLINED S ALE "DEEP COQ © "� ..!� � -_ ��. 8::.. • • ° „ FS85.15 0 CONNECT TO EX. 1 WATER SERVICE FOR IRRIGATION SYSTEM 32 815'1.0 5 0 1111/111101 �/ FL84,1 e - ® JPS . O CONSTRUCT 6" SUPER FIRE HYDRANT STD. 100 !bit , C.L. DRIVE APPR. � , 16• i CONNECT TO EX. 6" SEWER AND CONSTRUCT 6" SEWER LINE I D R E APPROACH G��' `5.�2 �3 I� // s.S85'29'15"E(• + 20', 4 FS$ �: • _ I1► , 1 ' . 1:::::::: : ::;:.::;: �, ��� � FS .0QCONSTRUCT 2" WATERLINE i 1 CON': MOD. STD. 128 �2PP2W fP ' O �iCONSTRUCT2" WATERLINE (DOMESTIC) W RISER TO BE ABA DONED---_� - :4p , \ `L �. 6 e CONSTRUCT MOD. STD. 128, 6" RISER 5•+s5 1.6875 _ _ 9,.� _ EX till �,,�s 1 : °i ' ,' �' .' `" ••. CONSTRUCT 4" FIRELINE, INCLUDING APPURTENANCES AND THRUST BLOCKS 6 S �,•+..�s g LARIF��t �EE ,.: s; ; _ , .cc" .:::'� ds 0 �� •CLIMBING >:,:� ....1,7 rit..1.,...:::.•••• :......:,...:,.."1:°.:,' , 4.8 79 ® A �� �� J - � ® �' s. :°c;; \:\ ,c0 Tr % ALL WATERLINES ARE C-200, C-900 PVC � � �IC,O. 04 . - �.--� ; ......:..:.1......::....,.. .,„ ,E, . • _ . , ..• •: . , _ • � �/• " , :1441: P di Unalpi a , ....„.„......,,,,, .. . : gik.5%°.:RR50846115501aom+61-5soi: ":41Z5). � R�dsF"Rp@ �® ;=______ _ _ _ ON .. . _ :•.. . ._,:-.. S'fRE1.,�-� 1.'.2M_ ;4�: j�.ISE" :FH _ _ �i FP0411Ilt• �� " __ _______ -__ = _ ► I A4 - F E • - _= - F .�� �6� 'ER= D: : - ® •-• • 07„"�r' -�. P gF. Cj S r: _ _ R 29 .00 NOTE. 7 Is ; ! �� � '• • . �52 � - _ � S97.• ALLALL BOLTS, RODS, ETC., OF F.H. ASSEMBLIES � 1% 1.:47... p ��- ��5 _ - `a . ��,i % SHALL BE COATED AND WRAPPED. r., ! R �. •BnDD /III •_e _- -�!az- f •` ••- • � - _ ► , _ SYSTEM RISER' � W- --= S � i � .-•_ TOP WALL 87.7Ipp, � I,� 484.88 FS84.87 " � ••`_' _ �� FS96.0 FINISH FLOOR � +24.0 : :;;'.:'%; _== Fs=4.78:P.. _ �� - _ �,:; ••_ .. - . _ .. 581 31 14" �`• ;;;; ;�� -_" � •. - .. :��g• '�: �� iii! E � �� •;;,;;,;�, �;,. _ FS' - .. L.' N. I. . 16.0 EX iiii\i. � ,;, .;;-�• -__ s4 • �IR' S"VIIN;,�� .7.:...imierilin.,i11:::::.11-11?: _ F .7 /;,, r ,. __-- . WEE ©LES .� ., ,rrir'rrr =--= -� '.:r r r r r•r•r• - I' r,,�,r,,,,r'r,,r r'i'i4�y:,.�= SEERCH +rr,,,,',,,,,rr,,,, rr,�r'r •r•r•. 11.614 .. - ON 2 MIN CLEARANCE Q � .,,,,,,;.,.�,,;,;,,,,�,,�,,;, • r,, r,�,r,r,r,r,,,ri,�,�,.' ..� .411 ' �-�� _ �"�. P G � Z � F Q '� ' � �I - '''''''''�'�'���°�t'?�c'�,''�����'+�'�; � ' ��- ''= ,�� - •� • `� R PR TYPICAL THRUST-BLOCK APPLICATIONS � FS95.0 CAST IRON FLANGE • o s8.b � ���! Ativ � � ,�,...,,.;'.r',,;';';r;-'' �I s `5; . _ ., � sE / =NIL ' . _ AND SPIGOT PIECE Q bite (D8-Dpc. 5'L-O Mr ` to 2:1A T- K HAL E W 0091 Vilth!,.!Pp::i.;;;M:io 1 mmillikal . _ . . . . / �/�/w W7::,:.:::.-1::. :6- � '_ U , ►] E:=i1C) f o�. _ LL THRUS BLOC S S L BQD STD, w_ '� .0 : ,;,;r ® o ® / THRUST BLOCK PER NEPA 24 3 -3 HIGH BY 4 LONG BY MIN. A, 4709,58,1i-13, 9 15 6' -�?' _ . v � �;,�; ® _ • - 6• PIPE DIA., 90•, OF 12 WIDE AND ARE TO BE STD• 1 •13, CL /RIb •.\ 81: 3 ; ' ' ..::., . I a, ;;rir 4 _ ft PROVIDE SL�VE POURED AGAINST UNDISTURBED J0�5A, DRIV $ '` ��'''.' �` 150 PSI, SOIL BRG=1800 PSF,.pIF� DOD. DR. qpgPPR. S _ e ® '.�, ® �..FS HEIGHT.-2 EARTH. ; ----- -77- 1 R. PR R;. 3Q: 1bC _ �1� - - �� WIDTH-4 V 20 W,35' �• - -___�7 �' AREA SF=8 CONCRETE THRUST BLOCKS SHALL • , n B' ..: R BE CLASS C 4.5 SACK MIX .fir .. - - .TD. 1003 ON 6, IGH :Er sEE ARCH. FIRE SPRINKLER RISER Z90 ;u�. . _ - CONCRETE. `44 / :..'- ' -,. ' . -•. • .. X. :.5 R RE NO SCALE E WA 0 MORE \yr 1 •1: /1/4000,0,0„,„..-__,m,.:- ..z.:.-•_•.-,- s'.i.!,_.. ,•:., .:-:- -..- -. - -.\\,--84,..i.-. :-:_,, .....- c.rh, a3.0i ', IF1.76--:---------4. TC7898 111 * &J'h.J:3 , 1 --- 72- - ' - . ':- .. . _ 2' 's�1 _ J9 Pw / 8" C&G, ST► • IL 101 0129• ,►..:j/ -=- . .. �G���`� 01 8. T.• I= t '3 yor o � + RIP SEE AC' . 1 A • _ � •- 4"X2 1 L2"X2 1/2" S.W., STD D ��,•15 `Tc7s.so - • • 8 6 - r4- / SIAMESEE CONN. 21". $ 8 )i�� G• CHANNEL =, :; ::.- O .10' / TC7 / ��/ , ,�,� FL78.08 ,°� ;-_.•. � ��.�� 6.�" 2956 • W/ CLAPPERPOST INDICATOR VALVE iid � I_i . . ° 6 F2. INTERNAL CHECK Ii lli �I _/��ij �; . �. _ ,� - ''o VALVEWITH TAMPER SWITCH TC78.65 ��♦��''IPNA1. �� F =3. �►�47' 'E- E•t 1 �' C8��.Z9 , )5,1 Ilk CHECK VALVE i � :ASIN EL. 76.1 •4VI BOF S G` :- TC78 -. 1 bitim_ptikr % 41 99 • LOPE • N a TOP, • �, / O r , MAX ., S9$ 4.3616 ; s C0Iw ) CURB, lir STD. 1 c• /V °.° M SIGN 6 P p ° C7S'29 �'�/ FL77.05 v D2 1° FINISH GRADE P C.L. STREET . •, 41401$ ,/, -• �,�°� �''� "STA. 48+91 .05 ��/ �, (6 AT MAJOR• f/' ' • (6" AT MAJOR 1) FLOW CHECK VALVE a 6" PVC CL-200 0900 • yr 41111# FL80. 4 - - - 1 d___ FROM SUPPLY 76 IgD �S011 / ! TO BUILDING 7 �td'p c'g, .,°�° `� tel•9.0F, \ - \ ® 411 : . Q� 6" PVC CL-200 C900 - • ♦ w � 6"x1' PE DI . ST. LITE 0 8.67 WIDE BERM �� 0 5 410. FOR CMU WALL FsB�•• �I �,La W 411, �` 6x4 MJxFL TEE • / t• ® �; 8"x6" AT MAJOR 1 24" 24"� i► FS88. \9 W E �� SIT - ,FL81.58 ►���� 0 F.D.C. AND P.I.V. DETAIL ��4fr , NO SCALE �• NOTE; FIRE DEPARTMENT CONNECTION SHALL BE INSPECTED BY FIRE DEPARTMENT • .,4 :¢A.,,Iop*, INSPECTOR PRIOR TO INSTALLATION APPROVAL. I. FS o2.1 \ � . 0' 20' 40' 60' 80' -VII `\��„/// SCALE 1"=20' BENCH MARK: SEAL-E R REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CITY OF FO NTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT UNDERGROUND SERVICE ALERT A. J . FRa C K CIVIL ENGINEER S0. CALIFORNIA 1992 RANCHO CUCAMONGA, SHOULD CONSTRUCTION OF THE REQUIRED ,.1" 4e,, ADD 4" FIRELINE, REVISE PIV / FDC 11-28-06 AJF FIR ESTATION NO. 79 t 41581 JOHNSTON AVENUE NEAR THE INTERSECTION OF SUMMIT AVE. AND A-� i1:1'*. CAW TOLL FREE IMPROVEMENTS NOT COMMENCE WITHIN TWO r \)\-F J. F F. CHERRY AVE. AT THE SOUTHWEST CORNER OF e9f ��, HEMET, CALIFORNIA 92544 SCALE: AS SHOWN CHERRY AVE AND SUMMIT AVE., 101 FEET l 1-800-227-2600 YEARS OF THE DATE OF APPROVAL SHOWN r �' - _ (g51 ) 925- 04 AS-BUILT ONSITE WATER/SEWER PLAN DATE: ,' ' HEREON AND CARRIED FORTH IN A DILIGENT •Y r*+ -.______ WEST OF THE CENTERLINE OF CHERRY AVE. -� - •128 r„ - AND 37 FEET SOUTH OF THE CENTERLINE OF ' al MANNER, THE CITY ENGINEER MAY REQUIRE ' r SUMMIT AVE. SET FLUSH ON THE NORTHWEST ' REVISIONS TO THE PLANS TO BRING THEM iholve _ ff A► - . CORNER OFA 10 FOOT WIDE CATCHBASIN 0.8 INTO CONFORMANCE WITH CONDITIONS ANDe� APPROVED BY: FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. OF CAL- PREPARED . R.C.E. NO. 19128, EXP. 9-30-07 DRAWING NO. y ,IWDSC 3 INCH BRASS DISK STAMPED "33A 1992". 1-3a 1 •NAVD 88 - 1508.56 (FEET) TWO WORKING DAYS BEFORE YOU DIG DATE t `Z_ �� CITY ENGINEER R.C.E. 51 152 DATE: pc2kWI NU 2d-�1 it �0 05 (v(0