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HomeMy WebLinkAbout565 T I THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED BY AND ARE THIS CERTIFIES THAT IN NOVEMBER, 1975, 1 PREPARED THE PLANS OF DOMESTIC WATER SYSTEM ���� ��� OF QU�4lA�TI TIES In�t'�G� HEREBY APPROVED BY THE CUCAMONGA COUNTY WATER DISTRACT AND THIS COMPANY IS WILLING FOR TRACT NO. 9110, AND THEY MET THE REQUIREMENTS OF THE CALIFORNIA SECTION OF THE I A AND ABLE TO SUPPLY WATER TO EVERY LOT IN THIS TRACT IN ACCORDANCE WITH THE PURE AMERIC#,M WATER WORKS ASSOCIATION STANDARDS AND THE SAN BERNAkDINO COUNTY STANDARDS ��© ��,�pp I - T WATE LAWS OF THE S TE OF CAL I FORK I OF MINIMUM REQUIREMENTS 1 REMENTS FOR SAFE PRACTICE I N THE PRODUCTION AND D I STR I BUT I ON OF ITER/ AE /PTlav mv/T RlX iKs WATER FOR DOMESTIC USE. pa4�: oo 1G 1 . Clearing and Site Preparation Lump Sum L.S. Includes A.C. Removals - THE DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AT THE POINT Of SUPPLY TO THIS TRACT I ( fy SIGNED ASSISTANT ENERAL MANAGER DATE ARE ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, IN ACCORDANCE WITH NS SECTION 521 OF THE ABOVE NOTED STANDARDS. 2. Excavation and Grading Lump Sum L.S. See Grading Plan $, J. Const. 0.25' thick A.C. Pavement 30,569 S.F. Sapphire Sf. � Ban an St. I ' FIRE PROTECTION SYSTEM APPROVED: }+ Const. 0.21 ' thick A.C. Pavement 53,720 S.F. Cnter10,- StreefS _ --�• f' t Const. 12" P.C.C. Curb and Gutter 567 L.F. Per Detail "A", Sheet No. 3 rr r�r J I I fit. T"15f�l.e-TarL •� '��' �G Q � - S- /- 7l' _ Const. 8" P.C.C. Curb and Gutter 4,023 L.F. Per Std. No. 115 LI �`� - - J\J J, J JJ I,� IR MARSH --- -- ----------FOOTHILL FIRE DISTRICT DATE REGISTERED CIVIL ENGINEER NO. 24838 DATE 7. Const. Curb OnlyC.F. May Vary) 189 L.F. Returns EX.r.N. I _ 29 �h Const. P.C.C. Cross Gutter and Spandrel 1,462 S.F. Per Std. No. 119 140 Const. P.C.C. Drivewayroach 4,362 S.F. Bridle Trails Included SUNFLOWE - x " " at Basin = ' v= .5' I Each Per Std. No. 206 Moon Ct. ,Ex.61, Wa am W r-InSfo/ 2" /lVENU�' � � 6/0W Off 11 .. Install 24" C.S.P. Drain 158 L.F. See Sheet No.4 /IN 3 r �--•� J rZr� Ass bey 30 t Ren►rove ax�sfin Install e N i Each Per Std. No. a 303A qq , 1 13. Ad 'ust M.H. 's to Grade 8 Each d/ow-0f�f A serhby , -EX Slow-W ssemb 28 X 00 ' /0%00 10 .00' 99.49 260. 268.3 �• / ' and connec� to ach Clean-Out 7F e" Wafer Main - � I 1 15. Const. 7 e A" Catch Basin (X=l2' V= 2.G') 1 Each Per Std. 204 , Sapphlr•e St. /!o. Const. P.C.C. Curb and Gutter (GF IIII From 8"fo le") 32 L.F. banyanSf f'Sapph/reSf Retu 22 2 2 27 31 Ll �Znsto// Fine Hydrant Asvw7bly Wafer L/he InsfallaPion 195.¢9 ( SMEET 4) b� ti Insfa// 2" /ow- on Curve I.OD' /00.00� .14 Off Assembly o -- Curve 1 _ '26 Vj Pipe Length a20 ' �MO N � CD L!R T l i�3� 6 /� + Rodivs - 462 ' 30'� 32 d .ro/n7< S 2°28'50" Insfa// d _ _ _ VI� l2 Oafe Valve //5.001 - - /00.001 111 �• ' 13.00' 0 b 8' ' rns fo 11 Fire Cons Iry f 6"`York �1on - 2��' 25' -Cu�v_e P1' a Len th= 20' Hydrant Assarnb/y� - 1 / � � I _wt �� � Radlv9 = 9881 .c ,� 8 7 V` �� - /� 3.3 a/,Toint - /°09 '35" O 1 � '� ` 8 Ins to I/ 2" . �� � °1 Cn 5/0W-0 9. 9sem 194,70 204f,414' W W 1 �� 1 2 i _43 o .� = , � � � 3 - ' �,• 4?.7z w „0 24 I O W 10 1 a Q � � �, � v� � `f. h '� • 16.08 11 wl ,� 20 a�DO L Wl 00.05 N _•� �� ' _ - I ,I. _ Construct •6" 1 I 1 co /0 I o Water Main : QI ) L � � � L C Construct 6 /Z 23 $ o GENERAL NOTES Water Moen ,I W to I I L� 1. ALL WORK SMALL 9E DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDI" COIMIT STANDARDS AND SPECIFICATIONS. 18.63 W V 33' gt �/� �� 5 � h n 0 2� 0.9 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 i 303A SMALL BE CONSTRUCTED AT EACH INTERSECTION. L 1 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SRO" OR NOT 4 SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL N �� 22 op �O r-Re ova awfsh;79F BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. Insfa// 8 I $ '� $ 36 / D/sTed-Head and j date Va/vd � . I Insfv►/l Fi'r'e 1 I JO/n to ex%sflnq 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER AND �� WATER LIME INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. TH drop Assembl, 1p, 1 �` Hydranf Assen1b�r I 1 8 {�Yo>fer• blain • �� O.AO' t O./4' E F.1/• S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY � --YZL74' - - - • ROAD DEPARTMENT STANDARD DRAWING N0. 128 AND RELATED SPECIFICATION. ,pso log 756. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SMALL BE SOLELY RESPONSIBLE FOR _ M ti _�/ _ -Tr�ntf� P tch��x• 8W WA/. MOh ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE Any/dp Pt� ccs u� Ins td// 6" C3ate Iia/V6 M i4 ( 1--_76"Gate Valve F4 SHOWN ON THESE PLANS. ''s�' 3S" `�' BA /N YA N (SfrEET 2 ) STREET ��Snstal/ 8"Gates Vat 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. COnst/-UCf $" cross ��onsfruct 6 Water /Main � B. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN WIM Dished-Heads THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY. ' South and Wesf `�'' Y 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. e%/!ts fo " c&d AboVt WA TER S `/S TEM� �/ /, J, D I J/°� _ /` PA f�Q 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORX TO THE PUN GRADES. IXISt• S4' Cu/VertS. J �V� �•i � Y INDE_L/ f••� T- SCALE : /nom 8O/ 11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SMALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR t TO PAVING TO PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. RATER SYSTEM NOTES LEGEND 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SMALL BE CONSTRUCTED TO EACH INDIVIDUAL 'LOT, PRIOR TO PAVING. 1. TRE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS Of THE CITCAMORGA COUNTY WATER DISTRICT. INDICATES STEEL PIPE, CEMENT MORTAR LINED AllD WRAPPED WITH >EO-LB. PELT. 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PER- FORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS 2. ALL WATER MAINS SHALL BE INSTALLED. WITH $O" MIN. COVER AND SHALL BE FLUSHED AND DISINFECTED PER A.W.W.A. STANDARDS, PRIOR TO USE. INDICATES EXISTING WATER MAIN. ADMINSTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 14. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD 3. THE STATIC WATER PRESSURE IS 125 P.S.I. .�r.� INDICATES GATE VALVE WITH VALVE BOX ASSEMBLY. DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. �1. MATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER COFIPLfTtON Of PAVING. INDICATES FIRE HYDRANT ASSEMBLY (6" X 4" X 2 112"). (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. SHALL CONFORM TO STANDARD DRAWINGS OF THE ROAD DEPT. STD. SPECIFICATIONS. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. S. FIRE HYDRANT INSTALLATIONS INDICATES I" WATER SERVICE CON1tECTtON. 15. WNEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING 6. ALL WATER MAINS TO BE CEMENT MORTAR-LINED AND WRAPPED STEEL PIPE. (6" PIPE TO Bf NO. 12 GA., t" PIPE TO BE NO. 10 GA. INDICATES 2" BLOWOFF ASSEFIBLY. ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A j QUALITY BETTER THAN THE NATIVE MATERIAL. 7. ALL JOINTS LOCATED IN CURVE SECTION SMALL BE TACK WELDED. (MINIMUM 4 PLACES EACH JOINT) INDICATES HORIZONTAL ANGLE POINT IN WATER 0 IN. 1 AT T"- COMPLETION O� ROI 9. TACK WELD LAST 3 JOINTS (MINIMUM 4 PLACES EACH) ON ALL CUL-OE-SAC STREETS TO PREVENT SEPARATION. z,.�1MEER �441 A.L.- STRUCTURA! REQUIREMENTS HAVE BEEN ME1 TO THE -gMtVIS1ON SECTION OF THE----_cAY_ WENT FOR REYIEW ELVR ION. SM MARK ' 17. A PERMIT WILL 9E REQUIRED BY THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 45 DAYS PRIOR TO ANY ERCROACHMENT OR CONSTRUCTION I' WITHIN FLOOD CONTROL DISTRICT R/W. San Bernardino Co. B.N. No. A243 _ , LU Chis. "p " .in North End of N.E. Curb Return of Banyan a Carnelian. P MALO ST. d Elevation: 1726.36 V ESTIMATE' C, 0UMT1 TIES W SPECIAL NOTE FROM PRIVATE ENTGINF.FR TO CONTRACTOR lT•�rli/ �1P7-fOyy �y� R�{,q�Q�s :CONST. BENCH MARK of q. t� Q J Contractor agrees that he shall assume sole and complete responsibility for job site " N 14 conditions during the course of construction of this Project, including safety of all persons 1 8" Water Main 2025 L.F. Incl. tees and misc. fittings Drive Nail In Chis. ap INorth C!li'b Q �Gf W 2 and property; that this requirement shall apply continuously and not be limited to normal Return of Pumalo a Sapphire. Q �. 0 ` of working hours; and that the Contractor shall defend, indemnify and hold the Owner and 6" Water Main 1433 L.F. Incl. tees and misc. fittin s o , Elevation: 1828. 19 � � V � � V the Engineer harmless from any and all liability, real or alleged, in connection with the " a 3 EA. Incl. Valve Box Assemblyperformance of work on this Project, excepting for liability arising from the sole negli- • Bence of the Owner or the Engineer. Gate v A. Incl. Valve Box AssemblyBA N YA N .5 TR EE T F ' 5 EA. Incl. Valv-e Box Assembly F ' Fire T.I. SCHEDULE ��• 1" Service Connection 36 EA. V/ C I N I T Y MAP.P - -8 G'"t Date- 7 ate 7� Blowoff 3 EA. Incl. Valve Box Assembly Sapphire St. 6.0 3 CA LIE /" = 500' RCE No. ,24838 Adjust Valve Boxes to rade /4 EA. Banyan St. 5.5 W. 0. No. 9 Trench Patching 45" L.F. Moon court 4.5 ASSOCIATED ENGINEERS FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS Said St. 4.5 316 EAST "E" STREET I R mo 04e 16o mc gsh6 ROAD DEPARTMENT TRACT N0. 9110 COAD N0. Cameo St. 4.5 ONTAR 10, CALI F, 91764 _ Designee By APPROVED BY WATER SYSTEM GENERAL 714-986- 5818 Down B �m �f ce'1G FILE NO. Ckoel ed By Q' &C ' ASST ROAD COMMISSION -ENGR DATE NOTES, INDEX MAP AN D Recommended By ESTIMATE OF QUANTITIES �`^1 NO (0.5 4838 ATE A LTA LO MA DISTRICT SHEET �� d RCE 24838 DATE ARK REVISIONS APPR DATE UN R 3�T� � — Lo k. 1�• Lm 0 Ql _Zr Col rn Y ti � rn1 -------- ------- --- ------- ....... Npip \� rn ...... o� Au o Z-�oov 7 o� /*OQ 6rd .y } 746-06 s . ,_.. ._ .._ . it 7e 83 • o 0 t ie i �, 2f 2 7?,08 W . ---- -� ►� so Q _... ... .... ...... _.- ..._ ,BS...__. „ J n a c o s o0 E.✓.C. ..._._ n North _ - - . __........_.. _._ :_... :_,.,. _, _._. ._.:_...____.... ..... .. . _,.,__..__..,...._,. _._.... ........... ._. ZZ " r Lo o , cabin Ex\ rnO � ro", _ C�l . : . U e. Oo II % 0 w o_ I _ . 44, Ckb U)o cn m � � - z - D oa f ` " f a. N OD --a) 0 (D/f '�i���6. I pwOp�C� CLZ �' • n ._. _._ _ r-• Z �, „ , 7+094 76-AC•R. � � CA ca O ` 1 — � � tn .41 J N �► 0) -1 c .V y� A c 00 p •, _.._....__.. .._ .,... _. .. ---_-_. .__.. m q 3 p�t.` 7fd D 76 ECR 7 f as 7G '� F.L. GP /o -- __--- . co yf-t-70�Ac' 0 11 y OD _ �...._.. ._.. ._......., . .- `c _... .....__... ..... _ . . ... rn Lo 5 < V^ Cb x ------ 94-00 Gn BrK, �, J _ N �,1.5'40WSMIAN EASEMENT o m c p .,c m o _..... ..__ - � z I ...... . .: . I i rn D x �e ZZ ,sem N _,t....,. .... .. .. _. ...... ._ . _...._.._.. -_-------. ...._._._. .,.. rn 2 n • Z p�, z X _ jev a zNpuunm rn Z O ANT oN� 2 VIA 09.76 ` _ . .. /o f 99.,6--6.0.A. 36.82 FL. 5749 Cb .. I _ . , • D D .04 �'� s♦B o s O 00 Lh D � z �� //•r 75. 76 ECR•_ D /1 J `U r-- --� rnn Z . .p D Z —I ' 34 °oNo Z �s CJID s • ( � .. . . - . , ,...: . . _. , _.- _ .... .,.. _ .. ,_. , _. . , . —i :_. „.. z M �. cuS ch f Gr. `� CA cll�k O C--� - rfl co rn rV`� rVI Z Z h _,.,. ....._. - �_...._,., 1._. _._ _. ....... ....... »-..,. H .,..,�,. N Z ` J" O s ►.. O rn _..... E� c. Qows 13+7/. — o%r! _ ,... -... ,__ . ....._... . . _... x 96 .l• ex is fi �• curb � < ( Tcf Ng 896/#- JASPEST ------ ----- ...... -- . ---7/. ✓oin ExistC.eG rRr- � JN J., 8 6 J ` - - - - _ (53.47) Afr 8961 -i= { i I It i . # d : 3 , # i i l # - . � I . . j % , - I I I I i - 'MAK ' i r i I j 1 VLI\� Q . > h �M �K a i 1 f , : , , 4 ; I I 1 t .A an I l S Bernardino Co. No. X43 I 1 l l . t # I ,, ,, , Chis. n I o i North End of N.E. Curb , } { t I . , { : . Rt Banyan Carnelian. 'a - ; I Y C nelian. 4 i I - J : , , , a , I _ $ 3 Elevation: !72 . . i I t 636 I., : , , , , , , I i , I , . . I . I , , 1 , : : , , e , , < • t , , , CiST. '�E1CH MARK . r i < r , 4 I I , , - , { - j S h t # _ - , : : , ' _ , : tt l . i DTIV Drive Na i 1 'n , , � Chi . s ilfo { _ North Curbt I � 11 a, : , , , ; a 0 : -: rl / 48 10 . eturn o uma o S ire. , a ✓ 1 f I , , „ „ . , ( # l I s s ; , : I , ; , F , / a . 1 � , I . O EIevation: 1828. 19 t t a t - - i O , < -. , J , i , , :/ } 1 - y i { i t . i , , - - , , < ' ' . 1 . 4 # } t t < _ . i % / / f i . � E -tiny s` d e � �. x ur c J , , I __ x >t .SllrcrGe / .9` W , . , 9 v a '• 1 I E , . i# , n I t (� { V , t i , , a , , , - \ : �� r : _ F { } 1 0 i s < ti I V { I i , ,� i , , . : i 1 , , > , /� , ti �. / , : < , . i I . i , I. f , i. -c I i 5 N J£ I f . i 4 i 1 t i , , ; i , , a , .� _ O I0 X80 . . f l� : ; . , 8 „ , i 'I 9 I i , : < , •i , : , � < I , � , _ . , I I l __nn 1 < . I , : . : , , i t 1 / t I / M •� 1 . b 9 I - _ , t �"at Cur � 'o I 0 .�' P . 0 z' ,F , � , c 4. i . xs n ski 'e o t c o� t q r�S v P , 1 I . W I , u C 6 R r mos W L ire 4f S f �'a f i i , �7�,� I i 11, t . O F . 3 2"C i� p f - _ 1, i e s f 1 J F �( - i } v i < I . 4 11 � A V : O 1l,, ♦ 1 _ 4 V - S 1 I 8 F r0 7 t i / E � jj : , , , 1 I . . 4 _ i _ 1 bJ .. . O I b •r` i I� , i v o �. . , F V 4 i V 1 - I1 r n u I D C v / b 1 : , < , v , C i •-� i , f , : C.F Y�rieS 1 _ > _ f�f/nUr`f CPi i - # } E F ti Wk 4 v e I x q o ai 113Zo. �b i . t i v 4 t Q Ili L : < : . , . r•+ a0 : f f C : I to 0 0 i i �► , I i V i �� , : , , < 4 C'dAlSt C'.47Z'FS,QSI7i/ o - _- - _. /7�0 K A D0 } J� J - ►: PER STO. t'XD - - O , . ; , n 2 w1 n , v i I o O <t ; F yv } 2 `e Y V ; £ 1` 1. . { : , I : > . : , < : s P m .... J-- J i I i O a . i 6 I E C. � a" I fi t , < I a I o , : , I / o . : I a i 3 , 1 _ , a , . �o . j j j , , < i ( I - _ - I: 1 I I - , .. -. s i j4 I ! - d 3 , - f- . I 1 ! : i ' ' I I < e , - , , { i , ; : i 3 , V . f ! , _ , ` - I I . 1 i - - _ ,. - . I 1. 5 ; - 1 I S , l I a { 1 I i ; I . f f i { F I � I : I I - I , : : , , : < I ; # : - - n 1 - - 1 - ' ' ' ' { ; ; 4 : . _ a 1 { I { P O P i k I ILE • , I t j j y - J I ' • r e , H RII i r4n' i C A t i _b SCALES t � . , S i pRT - 1 t i i I 7 V E I -4 a 1 > e : : , : 0 1 2 3 4 5 6 7 . P LAN ; I - Fp SCALE I = 4d . - 1 ,.� _ NOTE' Notes 1 rvug 5 per S1a! Me //5 opp y. I IJ . Curb Line 4 ; 13' 3" 6" . (/eve/ GGA� ."Cur•6 Elewfia►n y �0 y• /`� ft"Radius- . o �� . 1ti �� o s . ,, . 0x��(I A� •Lt` al % Outfer Line 141 . x � I 6 f 11 Raodiv .. 1 p • , - - � ;;c P__O����� . . - __ 1� I : or . x.3.1&N• • ••. 1 Ex. r . . S � Ex. .N ---..Cs4 S NO 3T05'W 6 , 7 is�� I ° ' )9n, ` e' F' _47Cons fr-uc t O. ' IhIekness A.C. pavement S 7 _p _ Z,¢a Coss B Con�1� M E.O. q�, qb. 1q J"• o •off. II ,0. or aftbh_ "= • - 11 `• F -�\� - -- - ° - •'" � -""` _Pp Con6l, B/oc&^i// r SAo' 30/ (N-3' QPp `?P, -Const B/oc;eWa//per Std, 30/ (H=3' ' �/fx. .C.C. G'U/'6 COr1st%[!c ted mono N - - Remove A.C, Ditch t r // !c • .M. . .� - op �. , out e th ' a/y __. I4 A ee%�� j \� \� �, o I 207./2' � —'- - ioo, _.__._ ---______ 20• /o' ,34.00 �.r h �ti /80./5' b "Construct P. C.C. Curb ?- 1 �', Cons frvcf PC C. Curb avd ry No Sca/e ���X 6� I and Gutter per DETA/L "A" 4s �' Guffer per DETAIL. "W' ��. rR-/\ r •-, -�,\ I I Q3N �, �7/s 5f 7ee f "' t V I� �iis sheet I i % `1%. , 10 9 1 � .\ w 1\1 J-A Nis � i .,f�& o 1 lj I J 's � 0 O � O ID 71 7 � ' t � 0 0 !� QW J J � Is - R %-'v `I (1J` I �vii Z-�+y '+I •� Ramo ve Ex. I oMOON COURTRa ve,re �•F See S bee t 4 1 .t an ber,7. I � end berm. IC ' cJ Ex iafin `�0 40 �s, slope fS�"�ff W :� i S J4 P P 14 l P E S T R E E T _ i--==__ _ __ '=__= -- D'--——=_7 : Cons f C.C. Curd P. C3u fuer N YA N STREET cut C/man 10 per DETAIL fi`�is Sheet /< See Sheet 2 • vertlea/ eche--- Const 0.20 A.C. Pavement t . I T yP, iC4 L S EC T/OAI . Sca/es: /"= 10' Hor1j:' I„ _ ¢� Vert • I ,. - _ _ - _ - ,, _ _ . . , `- t ASSOCIATED ENGINEERS MELD BOOKREF. COUN-fY OF SAN BERNARDINO IMPROVEMENT PLANS W. o NO. ROAD D EPARTM ENT 1 r n I ,_ . I 316 EAST "E" STREET T R C N 9 I I O ROAD NO. It, , c ONTARIO, CALIF. 91764 Designed By �' } Drown a �' 1° 1� SAPPHIRE STREET FILE N0. � < , 714 - 986 - 5818 Checked By,� /"' f1. ` / "_11 ASST ROAD COMMISSION ENG R. DATE (� •*`O • C Recommended BY jJ 'v J - � TQ ° 4-��� ALTA LOMA D ISTR IGT . R.C.E. DATE . MARK REVISIONS APPR DATE _ COUNTYENGINEER TATF SHEET � _ Of � . . .. 75-65 1 11 ., ► - I r, �• :_...::_:..._. :_...:._. :_._....._ . ... _.. .....:_._........... ......_.._.............._. ......._ . _.. _- _-- __.......__..._.... _..._,_._«.:._.. . ..._.. _.._.... .,..... a >_-_.,,._.. ....__ __._.,..a..._. x..—.. *..._....... _.>-... ....n...s..,. n.,.,., ...... x_...•......a..«. u.... u.,.e w....,...:.. ,....... ._r.. r.-...�n.... m.._. �,_... .............s._..,.. „........ •... ............. .-.. . , 131 4n � b 1 ....... (n North R/W L,ne �0► •tidy _ co 0 Cbr�. _. . .. ... ,... _.. ... .... :.,....... ........ Cb Jroln 1 yND � XO/ • W .a Z °f p ` , o �Pki -4 all . Cb o X. o -------- ...... rn0 (n tT1 -j Co cp CD D m _ r = Z ,, -o 1 _ b _South R1W Lind-0 rrl IN v f*1 e z b .,..__.... ,.. __ _.. _,. _.. .. .. ..»__ __ ._.__,.. a _._ _._. ,._._.... .,.. ...._._ _ 01 —mow —�.,�, E.O. (b T N e37'05''W _ � O La icy 1'� (� 9B.4e �o is~t.F. o LP zr ' .�' � _ _ . 98.90 �6•A. ooim.6ofa9 7 3_ ~8~.0 - ._ 0 99, 38 10cF sa \ 01. 53 . Ot42.00—E.('R. ¢ O/4Poo 01-'07 0,04000c..F rri � INb p VC�..J p 00.2/ B.V.C. a / Bf'?1 t50 0f,�0^NAOoa98r it It it � Em �ry' ... o N�ZQNy N NyyA L. c o o/.Go 0 z O� .O A� ° oo�C� oi. n oi.i3 s 0475 E.VC. 0-075 E•V.C. th, 0.0 zli IC.V-4. o 00-07 00-699 0/-0/ ft lot A ICo1� ir�f• 9763 90 �2nf►cal po�� _ � O 7' � o cIS 3so 0 y i 13 1A715 Ave.TX95./3�� 94.80 v CL CA N 94 D 4 ;' 0 1 h a.�oo 3' ' Q �A n N y 93.37 4 93.50 olo 92.3 .,, 92.54 _ 92.87.: ..._... ti w O vDi D rn C 3Z-1 _.. �+ .. N O t . c D • _ C ( • q 2;sa 2*s°, za b ,......_ .�. o < Dp o � Q Z o �^ m `Dlam 2 f 69.58 — B. C. 2��9 �e mac. 2"69.58 �V w x ) \b - :__. - , .. .. .. .. . � 9446 9/.99 B.C. •; fib` •* M Y Q C _.. 2fg�. E✓.L.. P" IPPPP- -9 y u+��t v1 Q 9/./S o. Z — c z rn ' -os m _.... C 70 t-sz Fat0 1� ». 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(n o ° D ' ' a w 5 -------------------, i 1 - ( ' I 1 t v on Curb /�I 3/r 4VC ' � i V t i 17 i i h 1 < � t h , h 36 O ►� \ f 1 N \ I ! t t a i I i v` , t O� h v V s , e curb b Q •►. f Q a� az o Y{ w d 8 8 a nl y d / 1 � 8 • 31. 4� ! t o` {{ li f 017 Curb ## Ale I Q iJ � i C N O A14 8 c; � � a �4 f 'O ,gyp W {_}(� m �1 47 u.+ e� ;� i < �X%3f � C y' + •k T I 7 l , V , eS L X . o ti 0 ro I. :0 0 I Ex;At. S e ? on curb 1 m , , f --7�rr VI �/6 Q J v h h at West P.L. ,� � � ° /780 k f i V QD k 44 knn h �.AO C °�o t v a j OJ: t a 5 b r 0 To' elf v b � e r 1'V 0 T O W S s !n• r i r i t AO N N i 4 o e f Curb . QD h o P � 1 v t tr a i t 1 1 t f i i i i f , f u Ce � a0 Sr / 8 { a� a t o f7 5 , t � s t 0 5 , f I h ci - ' t O R/ Clev t v i °r ( •l 8 1 E ur o�c� 'V 8 8 Z Or4 4/8 p A a. / o� c6 s O 2 � � L-78 8 t n fi h 1790 QO • _ ' l 0 on u < , , 1 i_ I c Qn/sh lk Surfar� N \ t. AO e at \G8 f 1. � o {{ , , 0 _ O ., o Q h ty p 1` h 10 V r i o e . , Cf 5' V 520X r i, e _ l s F 5.26 / oQ' (v a h Ten rd t , S .fid 6 . , > , d t Ten. bra! ! W U _ •o rr r C u 6 Li }} F f V I E p f O { f { e I , IT _ f tQ ur X S Ce , 1 � 0 N , t E L Q t East s t P k-1 V 3 � - i - , O � r , u ce _ f 5 a f � is r x , f L. Q 1 t {{ 1 c; I Ea `b o o` r I a � T o u 0 i- � � - P f W 0 < t x l !o S ° !o f o N i a� t _ - o urb , , t , 011 , , /��o� >� o &9� �: � �' BENCH MARK o ff d ti m tv to h: t ! + on C vrb to 1 v �7 _.. ! p h San Bernardino Co. `8.1 �9 5' h h z 4149 O � rr rr : h r v ° s- Chis. o in North hEnd of N.E. Curb 3 _ - 0 + M a 0 Return of Banyan R Carnelian. Q 1•-1 i , Y i . I �1 1 co I a H a • Elevation: 726.36 3 , t fi i t , , i v 6 M 7 � 2 f y I _ I - _ , , o � CONST. 1 . BSN A CH M I RK � � to• 1 E i 1 ! O i ,V .e f V I Drive e Nai IiChis. i { 4 n D Worth Curb , # - Return rn f P I < o umal o a t � 5 hi fl re. PP F` � E 3 P R O L ! • t 1 E evat iort: 828. 1 �' o` 9 jH Rl7 t!°� i , SCALES RT 1 :4 V • , s R , , _ < e y a i < i 0 / 2 3 _ 4 5 6 7 p � 2 3 4 PLAN SCALE I = 4d BANYAN _ b � 1 � 3 BANYAN N YA N STREET ' See Sheet 2 5 T R E E 2 v ' 25 26 , oc 33 3 0 22 23 24 N 22 �/ i4 �� Curb Carve Dafa: \ • R=60' d=38°44 22" GJ 22' 11 urb n V r-Cyrb Curve Data: W� (� m Return R=468 ' d =33°3/14711 27 �, 1RRefurn �,• 0 W �' R=20'/ Curb Curve Data: x Construct PC.C• Q' L-273.88' T- /40.98' r ':- W Q=p; Cons frucf pC.C. 17 d=90°oio'AD" - _ ° 11 Curb Ouffer Q' - I AD 1 d = 90°00'00" Curb Gaffer ' I G� �_ /.42' R- 982 �d 7 05 /9 , N � � � � �� 4 _ y, 4. 3/ T 2o.A 1 L= /2i 49 T=60.82 per SH.NQ//5 19.15. 9. 8.00, I `t L=31.42 , per Std. M //5 W �!�f! 2� 80.50' 1.48 �e!'kF �� T 20.00 I �g � 8�50 08 � ur-6 Carve Lbfa 5 bi 0' 0 Cans truC f P. C.C. o a 85 =257 28 44" � •' r` �y' �• 7 M.N.tosraSB � A. ( o rj �' r - ti F WSJ�s ,_ i h F' R=40 d a �y 4 ce x Cross - Gutter o �9 uh �� 1k1F� 1h• �. q 6 o �Z' ►. • ' - 70.6�*� a � �' L= /79. 75' - Per Sfd N- //9 �,by 1 N O°29'/0'W 2 „� . S S ay 1�F Q. C. Pcrve/7�e/77�----►t 5 ,Curb Curve Da f - ` :! �„'' v ConSf 0. fh/ekrles _ \. �g W 2 3�4r 10tih - bt4F� / , (� k n e 1� a 3�/ i C7 / R=60 d'35 /2'22" W oa _ o G -62.515' <' O ✓ s7`M,y �o r .,�'�. OrlS 7`rUC f `aee°� �. fh / N O L- 36-87' T-19.041 I =F. ,7A.C. Pavemenf �p�A3 / s A/029/O'W T FL _ \ i5 5�o�f 27.15 68.80 \ 98. 95g�.Z Q G�qS � 0.50 ioa. 99.66 �. ? F60-62' I Ike Curb Curve Data: �' Construct P. C.C. Curb s:•• ^�` Curb � LConstruct P. C.C. �- - Curb Curve Data: � F �� off' 35. 3 . ��• Const Cf RC.C. R= 432' d=32°07'07" �1 ' , ,�o h o 9 FReturn Curb 5 Outter R=/0/8` d- 7°05'/9" L-242./7' T= /24. 36' 73of� 4°89•�F °' ' ,,�•' Curb Curve Data. L = /25.95 T 63.05 o Q a�� R=60' G�38'44'22" / 4p 07 per Std N� //5 _ q aka 2 p , d Outfer per Std IV-* //5� � 3 as Data: Cross 60'ter ter R Curb Curve Data: -Curb �p �' `° Return L-40.57 T-21.09 L•.3/.42�a per $ �l 39 ,�G �, 96.30 R'°4o' A= 257°07'45~ 2 i Data: T- 20.00/ f • L- /79.5/ Q R=20' / IZ � � 29 Q L-3/.42' 21 36 3 5 34 3 3 PR,c• ai ellae �� T= 20.00 z o 32 a�Jo 9� o F } 20 Q L cvrb Curve � G a: s V 5 ro � � �' LR=o d�43'20'0 ' Qc, Q 45.38 T=23. aj 31 m S 4 P D STREET C Q M E O S TREET ; 5' , 5.5' 2.5' Slope S/ope //¢y per• ,� Y4"per y 3 foot [eve! Une ;-Q33` ?0.22' ro.33` fno t o . .2.o - Const PCC. Curb and Const. Pee Curb and au/lel-,Der 51d N9//5 Const. 0�'A-C. Pa v e/ne n f Ctut ter per Sib. NE 115 TYPICAL SECTION _,,.•.. r - SCALES : 1"=/O' NOR/2. /' = 4' R EE (CAMEO STFcEFT c� SA D STR rT =a _ ASSOCIATED ENGINEERS FIELD BOOK FIEF, COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS W. O NO, A. ed sf�' s�G 519 ROAD DEPARTMENT 316 EAST "E" STREET TRACT NO. 9110 ROAD NO. Designee By _ A COVED BY • ONTARIO, CALIF. 91764 o►°wn 9 ,�� CAMEO STREET FILE NO. 714 - 986 - 5818 - SAR D STREET Chocked 8y a'/!/F� 1 .:_ ASST ROAD COMMISSIONER- GR DATE DW •wyO • C�tog • �Q C7�w� Z!.� - Recommended By '�{ �J R.C. E. 24838 DATE MARK REVISIONS APPR DATE COUNTY TA7r A LTA L O M A D I S T R I C T SHEET �__ of Al t 75-65 teJr . r