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HomeMy WebLinkAbout547 CONNEC T TO EX/5 T. 8 WA TER MA/N UNDER PRESSURE INSTALL 6 TAPPING VALVE (SEE NorE No. 7) NATER SYSTEM NOTES L` i IMA Y L 0/ U0 1 2 1L /T�-M DR/PTI Dl' QI1NTI UN " IT RR/�'S ARROW e•'w 4­w- ROUTE /e w /e••w ie"w 1. The enure water system shall conform to the Specifications and requirements of _ g - - `- ! , eanin and ite F7reparaiion _ _� - -__ _ Lump Sum L. Incl. all removals not itemize the Cucamonga County Water District. E xcavation an�ng ump um e- rFa ng_ -P1-an FN 6 F 2. All water mains shall be installed with 30" min. cover and shall be flushed and C17 3. 25 Thick Pavement 89 6�3 F. 1 ¢o' b 75.Q9' 5000soao' 35.00' 3,A� `ka 35.Q� SO Ge' 69.G2�' 105.00, disinfected per A.W.W.A. Standards, prior to use. ® 4. 0.33' hick ass Aggregate ase 32 227 S.F. .SH T 4 .SH ET 4 �0} - 0 3. The static water pressure is 115 p.s.i. (Archibald Ave. and Turner Ave. ) 5. P.C.C. Curb and Gutter - 8" C.F. 3,285 L.F. Per Std. No. 115 6. P.C.C. Curb and Gutter - 12" C.F. 76 L.F. Per_Detail A, Sheet_4.Qf .l /z 9 30 31 3 2 �� ��O 4. Legend: T• P.C.C. Curb and Gutter - (12" to 8" Variance) 32 L.F. 44 \ 24 25 26 27 28 8 g 2 p, 44 �, � 8 8 5� Indicates -steel, cement Iined, -15 Ib. asbestos -wrapped pipe, per A.N.W.A. Spec. C-203-66 P.C.C. Curb Only - (12" to 8" Variance) 32 L.F. X9�s \ Indicates existing water main. Sec. 2. 10 P.C.C. Curb Only - 8" C.F. L.F. _ - L h o3 45.63' .G_ Sidewalk 22.327 S.F. Per Std. No. 109 - - -- • ski• .s ��/ \\ VA, �- At• 3 ,�„ 33 ---'0 Indicates 6" Gate Valve 8 Valve Box Assembly. t /o A O 20 Th.ck A C. Pas-�.,�e� 3,94B s.F . �,F tOx'�� mar ss.ce• +f' 35.ca• ?!./9' V. .�6 23 ►' 0----®--- Indicates fire hydrant assembly (6 x 4" x 2 1,12"). Perimeter Wa// 930 L.F. Per• Plot Plan ALPINE STREET 0 Indicates 1" water service connection to be installed. .C. Cross-.GZutter-and_,Spandre 988_ Pr o--- Indicates 2" Blowoff Assembly. ''.C-Cross mut 198 S.F. Std. Barricade h _Std._ Nn -:m 22 69,85' 50.6 7' 50.00' 8.0.77' 70.15' ,�: a 34 5. fire hydrant installation shall conform to standard drawings of the Road Dept. ker-Pns Sy ET 3 n • Std. Specs f ications. - 5 F cr Sfd• Vo:_.3QL_ 10 7 h � 6. All Water mains to be cement mortar Iined and wrapped steel pipe.. 410 v.- _-._. - -- - __ 1 " Grouted Rock Slope Protection 4 292 S.F. Pe r.Qetail_Qn_.-5heet_ 3 of 4 �, 12" Grouted Splash Apron 1,232 S.F. Per Detail on sheet 3_p 21 I 9 8 6" Pipe to be 12 Ga. _ T INS L L 6 W 3 5 8" pipe to be 10 Ga. "_ Qai�.-.Cast Lran Pis is 4 '_lons LCanc.�illedl 19 Farh W $ GATE VALV s 8 > a� 7. Contractor shall determine location arrd elevation at aII connection points and '_,High Chaim Link-FenceL.F. k > (� notify the Engineer before commencement of work. - 22. 30 8/ock Wa// 55 L.F. P�� Plof P/an ti 20 Q 23. Raise M.N. t- Q�ade S Each tV 24. Raise C.O to 9�adc 2 Each o W 8 36 g 12 � ^ 5 8 h 19 $ i3 b 8 8 37 W �PEMOVE WELD HEAD� � 4 � "' C NNEC T TO EXl T J W -4 Thi::, certifies that in April, 1975, I prepared the plans pf domestic water system for tract No. 9009 ,� S 18 8 3 J`' c Q and they meet the requirements of the California Section of the American Water Works Association 6 WAnTER NMA/N 0 � 8 38 Standards and the San Bernardino County Standards for minimum requirements for safe practice in the (s r 7) O J14 3 _ production and distribution of water for domestic use. 17 - h The distribution system and transmission main at the point of supply to this Tract are adequate to supply water to all sections of the Tract, in accordance with Section S 21 of the above noted standards. � 3� GENERAL NOTES 8 15 8 .SHEET 4 � 2 -� '� b !%K/ • I ALL MK S?tAll i�E D011E 1N ACCORDANCE NtTN 'HESE PLANS AND THE SAN BERNARDINO COUIITT' STANDARDS AND SPECIF1CATlOftS. . SALINA c U J Date INSTALL 6` J Registered Civil Engineer No. 21104 !. STREET MARKERS PER SAN BERNARDINO COUNTY STD. N0. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. ST - GA TE VA VE �® Q 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION, OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL 8 � 40 - BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERARDINO COUNTY ROAD DEPARTMENT. 16 1 Z THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS PAVING REPAIR AND AVIN REPLACEMENT IN CONNECTION WITH SUBDIVISI" SEWER AN ? p p WILL E THE RESPONSIBjLITY OF THE OWNER, AND SaLL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. 7a/ � _ WATER LINE INSTALLATIONS I B 8 This certifies that these plans and specifications have been feviewed by and are hereby approved by the Cucamonga County Water District and this company is willing and able to supply water to every lot In 5. WHEN CURB DEPRESS I ONS ARE PROP I DED FOR DR I YEWAYS, COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY z� SCE g SALINA ST. ROAD DEPARTMENT STANDARD N0. 128 AND RELATED SPECIFICATIONS. a ERV 4s - this Tract in accordance wi the P Water Laws of the State of California. S �. ANY CONTRA TOSTPERFORCINGTWORKRON THINGPROJECTLSHALL IFAMILIARIZFROMMHESFOPERAT ONS, WHETTHESITE HERSORLNOT ESUCHEFACLY ILITIES IARE SHOWNBLE FOR ON � WELD ON ��� Z cATroN � � Zt, THESE PLANS. ' /S�h D INS•rN1-5 �'� Date T� g1,19' 4z.a5' igned - Assit. Gen. Mgr. f. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. ONLYY • co 9r' �. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE i t1 �( 4J SAN BERNARDINO COUNTY EASEMENTS OR R I GHTS-OF-WAY. t �� 6 W WELD ON Fire Protecti System Approved !. HAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. N51'A Ergo DISHED HEAD I C•�-� �Z 7-( 5 - 7,5 1 O. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CbNSTRUCT THE Kt!RK TO 'IIiE PLAN GRADES. Foothill Fire District 11. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET -BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE f SET AT ALL HINGE, EDGE OF PAVEMENT AND CROWN POINTS WITHIN O.OI '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 TO PAYING TO PERMIT SPOT CHECKING OR SUB-GRADE BY INSPECTION PERSONNEL. 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED YO EACH INDIVIDUAL LOT, PRIOR TO PAYING. 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMIPACTING ORIGINAL GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO SAN BERANRDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINiS- SCALE I"= GOA I TRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. r 1'N. AT THE COMPLETION OF PAYING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD \� DEPARTMENT LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERTIFY. (� (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. - BENCH MARK _ (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. SAN BERNADINO COUNTY BENCH MARK NO. 1 9. f5. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ' ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY CONCRETE NAIL IN NORTHWEST CORNER OF HEAD- BETTER THAN THE NATIVE MATERIAL. WNLL ON SOUTH SIDE OF RAILROAD TRACKS AT - i6. S. F. R. R. AND TURNER AVENUE. ELEVATION: 1109. 83 WATER SYSTEM AND INDEX MAP r S IASA� O �'1/ NIl� f s /Tf'h/ QT '�R/PTIOf� 11fiNTI11 U/ /T' R�'l /i"t� i _ 1 6" Water Main 1625 L.F. Incl. tees 8 Misc. Fittings ARROW RoIJTE 1 __. 6" Gate Valve 5 Each Incl. Valve Box Assembly { �- i._ _...... --- - - - --- r 6"Tapping,_Valve 1 ach Incl. Va1ve�Box�ssembly j, T./. SCHEDCILE 4 Fire Hydrant Assembly6 Each Incl. Valve Box Assembly W s�q YV/CLOW OR/VE r - f0 1, > .5.34 7 �ex cj► � AL PI AIE STREET ;r/. = 5.0 t service Connection 1 Each < > / t y-,Service_�onnec t ion 40 Each f/R 1091 VE T./. = 5.5 CLUB HOUSE A r./. _ .O 1 -Connections tQ Existing Mains 2 L.S. Arrow Route, Salina St. BROW ?OUTE ./. _ Adjust _Valve_Boxes to Grade /2 Each 9036 W .CIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR m O gd3� arc Contractor agrees that he shall assume sole and complete responsibility for job site MC KINLEY conditions during the course of construction of this Project, including safety of all persons-.- e� ST ~ nd property; that this requirement shall apply continuously and not be limited to normal _ working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liability, real or alleged, in connection with the r 'Performance of work on this Project, excepting for liability arising from the sole negli- MC KINLEY �- ence of the Owner or the Engineer. ST - VICINITY MAP SCALE: 1" = 500' - _ Date- RCF ate RCE No.' L 1 l I/�•► ASSOCIATE D ENGINEERS F GELD BOOK RE F. "OUN� Y O SAf J BE N'NARDINO r, . �... ,� �� � ,Pe��s� u�r� ,•,es � sf-•� �a s� . : � IMF��OVEMEN� PLANc "`' o ";, 316 EAST E STREET � - + # ROAD DEPARTMENT TRACT NO. 9009 ROAD N;, ONTARIO, CALI F., 91764 ----- -- --�- Designee BY - ---____ AF ''tj� i� 6Y 714-986- 5818 -- -- * Drown _ 1`Tet�S' FILE CVC: 5yCfiecked By A:S1 ROAG __;M't�"�5��^ ,TN DATE .-.___. 49, ►t.r TmRn �� HY ! Dwro.No. • ' r P C{ Z f I D GATE •'' RV, (?cVIS1ONa At 'R DATE __ _ COUNTY !N ERS S''I-ET -I- of _ .4 - P • 7¢-69A , t 159.?3 On Curb I 50 3/' V C. _ X6.4/_ • . � •16.4/'Y.C. C. V. _ 1!P./. =44.9/ V. P. /. =,V45.14 �. . L95.49 � Ali . Curb ! f P5.49Or► I a yc. t r V I � _ n v b , , 0 6 GINS i7 a0. , , I r ; a a P1. 4r0. 9 M h { tti h Ali �+ H ! v 4 �t h E v } � a 1 , -�" I V 4 i v44 I , , w O v O t� j N t s 1 I u �OrC b a ran, 6r D.94'�'0 fx Jt foc 3 i a0. � , "v e , � wcst W L nc 3• i fi F + 1Ve3t R 1Y L/nC s '+• I ro r o ss4 Yt �. 78.9/ 'n f r b e } d i a yr I ! C b' o , C T .P 4 4 .P. Y / 53 1 P v i as ori . . ! "s 1 h _ I i F , 110 1 140 , 0 I • , r : i - i i € { f 1�1 i , N ' a f t • 1� r I w 1 S '\ t 8 C. h tIj N , t z - _ V r ! h `� 9 a t YPI O � , i i «; , { , , F a • - s e `O $ 8y 6 v { } , , , t r , I t I �o w f o r T 0.50 i �t ^ > L R F � .7Ur CC t 1 f0. c9 1 r C c st 3v t`0. l a ri O O O O �r r. 3. a0. ! .t : M fufurc min/shtd z , , �,�.- o + P :v r i r O tax sf fini 1 sd.5o 53. ¢ C. h face f nt _ Bur @ �-- r.�'`� t n vrb 1/P. /. ,40 : 1 t 1TPA/i1G4�iE b tb 1140 o c 4s 140 M K ey 30 " �-y'j jd Orrell To 9,,f4lN fin/she� �u face66, ✓6 e 'PIAN �1 4 co V �h / _ . IN- i Uj ISI) , I , 1 i a t I , { (� j _ y VV on- r D i A T F "V i # - _ _ nn i V roc �. 0 3• u � G fxi ! i t� a M , r ; { , O < , , i Ext f. '3vrfo ,, {p ! r ost R f'Y L ir/e e R { Pa E L e , n 1 { { 0 1 , rc � y{ n E • i , r , i 1 : 1 , ,d H i 1 X30 _ i , � 1140 1140 , r. a0. v To o i t i 'a 0 , .6 i } { � l , t t ; t i , a i 1 ; ; , ; f , < , , t f . t { i - j f }( E i f f : , i i • , i ! 4 I ! , : i , , • , f r v < 1 P 1 � 0 i f I T I i t , I : ; , , a F LE J, N�JRIE I - 4C I , M ! , F , e F § SA L s i t I 1lLRT 4 ! < t , ! : , , F , , 0 I 2 3 4 _ 5 6 7 8 9 . s , _ - -10 II P L A N CUR VE ATA ,4 - CURB DTA SCALE I"=40' p R=60' O A=6�• O ��' Q ,�. IV* �' _�=a7. ^�` a=900?7'30~ a=Q.3.33'?d"' a=so•?s'Af e= V'?7'� o $ 4 • 7.694' L=?5.49' L= 50.50' L= 9/.58' � r'`'te' MC KINLEY STREET 7.50.,40' r=/?,93' r=sQ?4' T= ?a/6' - -���,� --1 - �� a ( ( d= 9b•2535" e-1.37.3?•?i' e-d'•3?'.�Iv" T= SO.37' r= T=/9,84' I �D r (pb (� X L� ! ' V� • � �N o �'� to f�• ' - X s� SALINA STREET .`� (pSee S eet 4 I fi g� moo- 6. I 3 �' b Q• os �.�o' 30' I7 / I9 20 2/ 22 4 � Ole r UT U P T I I ♦ 0 24 I 35.36' 1dGb' So.0o' 100ID' ?394' x.56• sp• 2 3 " 4 5 6 7 i F G 8 • 9 2 3 10 a 2�0b C - _, AVO 08 09 !?i - - - - ,W - - a ,Paine M.N �_ NO 08 09 s' �o rade �ais�M.N. / s'.� c awn h 3g 5 1b gvta4�e 3 2 a� 'y 25 5Q 00' SO GYJ' Gtr' S0 GYI' S0 A0' S0 00' 35.52' �� ^) L' E � C 0� I � Q � 26 Gh I d t /6 I5 /4 13 /2 I /0 �,. I 1 I I ( I I I I I Ot on =` !!f 64. 60 fee 5hee t 9 �s sus Match I ine r d(� • � f��a+ b� _ ��' ALPINE STREET CONSTR[JCTiON NOTES d y66 b� � 10 Construct 0.25' A.C. Pavement. �• f��• 2O. Construct P.C.C. Curb and Gutter per Std. No. 115 0� (8rr Curb Face) 3OConstruct P.C.C. Sidewalk per Std. No. 109 Type "C". 3 5' mss' its' Construct P.C.C. Sidewalk Ram per Std. No. IIQA. WILLOW DRIV S Construct Barricade per Std. No. 3Q5. Leref lme� je ed' fir • _ Consf PC.C. Sio�ewo/k eo�st. ass' O ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS ' . O NO. ' A.C. Poveintnt Conef. P. C.C. Curb „ „ per SA-!A& 109, Type 'C" Gvfterar• Std 316 EAST E STREET - e�-��� e �m� � � ROAD DEPARTMENT TRACT N0. 9009 ROAD NO. (Typ. Bo/h Sides) >` OO A-ucluia I .Secb-01,:S �� 7 ONTAR IO, CALI F, 9176 4 _ __ - __ _____ Destgned By A�OVED BY /�/a. //5 (Typ. Biofh .'f%(�es) Drawn B ��01 '� 'tet')f WILLOW DRIVE FILE NO. d`C.f 714-986- 5818 Checked By � ASST ROA D•COMMISSIO Ek-ENG R. D� IVE TYPICAL SECTION ' l A �• 5CQ/e : Horl3. /"s/O' / � t �� Recommended By I/ert /"-4' VVV� ////""''` '° MARK REVISIONS APPR DATE OUNTY N NEER 'DATE - R c E 1 1>�♦ DATE SHEET -Z of -4 _ s� 74-69A v qC VP,/, -45-55Y 5 I f w V pn Gb.. 46 �a /o *a A/c, *r, V �6 4 Ori Cb. r j �Li ? 4 1 Y.P. /. 4 .88 Sad'l a �Li Oc Or I Ali O � L ti O r F � ub nG O b b O 1 , `4t h h a ti h h - b i a 4 y I j4( !{ i �• i h (` 4 4 4 4 v •w ell Q i fp oo h F � i h - _ /YLint f0.50 Tyr q, •(, O of . i I TP - '� frist. durfoce N a, � r , } a� N N v b O t � O � C. O I ,. � � rth Curb Y �.Sr6r Q 92 90 No fh �?/lYLir�t a, M ` b ' O a► r �+ i Ton, 6r V d d i x " � To of . < _. . 140 � o 140 _ i W la _ ClSf CU/'17 f Ali V.P./. ^ a0 ' �• i!P./ a h 44.53 h r i Ali Vi � V; O i i a i b b• O1%VI I• `yI f hf Oai Y. ell •S. { Er t �3tlrf f O � � 5 L� a08 �. a0 N v h P . 40 / , 5 a a h P 40 9 t i n b• h s 4 a � ao 'ti r, h ti b a � < i a h N ti , 1 . \ `1. r. wti ti u O fxis 3 b i \ W v _0 a i 1 s N y , e 7 : f o 0 .5 { s`O b _ v 4} d i I /Ton.6r. ?.LST 6r r�80 , Finished 3u ace � \ { , c h � 0 o I � � � o 1-c1 I w a ti o Q a [ r 5 0 \ O h ti I t I 4l on u i I , < , < C r __ D iO. v F { sv z 50 y/ - o v ac t u < : : , : 4 " , , , , 1140 _ orl 6r. -/ /y 140 ✓�`ur e , a40 `0 x Finhidhoc : re � � I s t , a H Pxisf. 3�uroct �. V { o / 1.�J18..�:' Or! Car' �✓.4 �o �n � b 9 v agovlba a I On Curb On Curb ihow 7 h 4 AA I t a; a a a a b. } b \ a ah s i \ s W h b fit• 44 i \ �n l a \ I , ti b h � 44 S � N { s a { { i yw/ i W S, j} b r �t• f l 1! 1 x 5v face � 3 � h� N a0 R; , �. b ,� west �?/yYLihe � o b a p O O p h i F To of ° °h 7 I • 1 { k rJ , U 9 �o h C F 4 A�7- 74-69A , , Tood. xif ►� 140 � �, � a � _ __. _ _ -___ 1140 We5� 0 � L 1° NOR► 4 1F cA _L 5V RTE I 4�' L A N 12 13 14 15 15 i6 17 18 19 20 CURVE 0A TA��;ALE l 40Two 67"x 01 � '"` IVO`OdJr3Jy 6 �' �C.M<PA. leesheet 4 6"Dia. C. /. Pos/8 (Cox,fi!/eo') fie• `9 o v�+ 7e.6' 16VA 5'on enter, See Gk30 �' ~ 78./6CT 49 G2 T-49 63(Jseboll onreflectoroncenfetr -Q ' �/Q' /25' S.5' S.5' /?.5' /Q � ' ' ' � F - � _ 's ° b !?,a1ewa/,t i'High Chain c,hk Ae • �' 3S 36 37 38 39 40 ybetween Lofe 7 anal 8 co0, Clearance overh ' R CURB D�' TA r V �� C F ,Ghonne/ pit/- Std.i1/O. /09Type C h 0 " 0R 3f R/rY Line Level tine +}'� ep G* (T Cbth 5IYe� D y'° 1N • Xl'G!'J Gtp Q=89.334/ 1I.Gb' SLGO' S/Gt�' IO.!S 3� i T• M G0' T• 1/.76 Thicki"Dia. C. r. , \/. C*P,7-4 0�•! ®5/ore Prvtec tion tJ= Q3°3?'25` 'd= /36'40'3¢" Pipe# Conc. /!.G. t*ve1ne17t Const. PC.C. CurbL= ?5.49 _ MB.36 6vtfer per 6ha! R _ NO°08'53W°� e` P• 3?TYPICAL SECTIOND - 8"C.F. k�p° d- /36W*f7• d- D934ddi»a/ rtoc�t, ALPINE STREET � �6rovted, for 9r/ash /d'1 Conc. Tract � 7� L= /38.35T, �76' v' Pad Doseso,00' 150.00' 50,00' 50.00, ��' �� Bou�o�ry✓co%. hori3. / /o'dETAIL Bvtrt. /'- 4' _ No 5co% `° 6 S 4 3Wiled Roca FIR DRIVESlope Protection COiv'SiR1TION NOTES 6ee &Sheem Construct 0.25' A.C. Pavement.27 �$ II I ,'I' I 29 30 (� 3/ Construct P.C.C. Curb and Gutter per Std. No. 115 (8" Curb Face'1n ' 9 ¢ ,, 34? CHSE 30 Construct P.C.C. Sidewalk per Std. Np. 109, Type "C". /?,5' /L5" . D ESECTION A-AC' .9� � � � . � 4. Construct P.C.C. Sidewalk Ramp per Std. No. IIOA.5. Construct P.C.C. Cross Gutter per Std. No. 119. No 5co% 6 Construct frricade per Std. No. 305. 9060 . ✓� /� ^ d5.00' ?7/9 Qv.lk�p33 /?' /Q 5' 5.5' 5.5' /?.5'DQ ,s� 3 c4j 12� 2 C 13 �' C y� I 2 ` C r•owrj v N89 42 341 . ,� "' � Llne ,C ��i8e C.O. �silC !'D.reale l � 5 .S2 3 fay 2 �,y�.Wo 3 "c F ss. MOWse •r''/ `'' A Leve/Lint g'j c�P �s� .44! 50.67' 5000' earii' 70./5' 34are Eroding P/on o D elalm P,C,C, 5ide�vo/xPyr 51! Mo. /09, Type "C" A.C. Cana S PC.t. Curb ' 6uf fir /0 9 8 I A'� �-' 7 "' ' �' /56 84 (Typ. nth 3io'es) TYPICAL SECTIONg F", NO //5 (Typ Both sio�es OUTLET STRUCTURE e o 'secoE olchCine � see A� R/ght�0 CL U8 NOU5E CLUB HOUSE DRIVE ANDy�(,�- D / ASSOCIATED ENGINEERS FIELD BOOK REF, COUNTY OF SAN BERNARDINo IMPROVEMENT PLANS W• ° N0,SLOPE PROTECTION DETAIL hto+� �' 316 EAST ��E1l STREET ROAD DEPARTMENT TRACT N0. 9009 ROAD N0, ALPINE , STREET APFI°VE° BY 5co/c / -2o eGG ONTARIO, CALIF, 91764 Des gned BYDrawn B714-986- 5818 - d '� / r 51 � -�2ALPINE STREET �`ILE No. _(0 Checked By A.& ASST R0 D COMMISSI EOfC R-ENGR DATE CLUB HOUSE DRIVEL�SAUit/A smEEr 6VC, I6(IC Recommended By- h1ARKREVISIONS APPRDATE OUNTY NG N R �- -RCE 1 1 p4 DATE SHEET of i ki On Cvrb 4 �"d`R�t1Tt� RSC -414? +� f V O YC. r On Curb 4 ; /NK 58 l'MPA w 9' 9' 4 b t ! \ a 4 + %1"csD 0� 1 V t fT 07e 4 I�Yesf ti kOn Curb I V { 4 4 n � V v � Currb rD I w t . � _T_ ap e cy °o � t o 4�7y t ICUMAF �o l9 � Q i { H O aYR 4 `.�44 iW.4ZL ti H i H h Q , V1 SETA G Ali � r �r fx s ✓v �o p , O �• t c i 111orfh R ML W r. -- Line . y , 14 5 14 f \/yam\j - ! � -� 5 14 V �f. 5urfocc P ` { r 4 I iti 0 e O fY s f R/W Linc e , t a 4 ! 4 I ! b O O J +R O , ti 4 i Q f \V , v m 4 To I W O v �• P j I f t 1 i A/ rt � o h C r v � b . 4 . i b 1 v a v . t or r � fo O 5 4r v a Y / i i' , �. •r d . V I c y t tEx/t V { � t x roll oCC A � s I k b v i O fin/�hto' Surt"oce �. � . � � { .o � L E.+`i3f� Surface' IL ! . I f , a.�or m toad o o o 1150 - -= _ I _ _ � : _ � 1150 1145 � ,�i4� � 145 1 140 fo4or.) . 00-44y 140 V On Curb t� ( � �6ox �, a T 441 / "� Svrfoce . . ' i ! i n ! I - . , E { O t, A � T n. 6rodC i I o v OC F 'S , 1 I T - 70 i 9 J � E 4 O 1 t ti b On Cvrb v w o I VF/ 56 ^ L 4 {{ Z L i t F 1\\' .V 08 r t ub E Q to t I' - - 1 80 . . oke i r 34T e bio ti O i h a t h 4 4 n o t/n I 1 C rirt- 4c n r 1 . . • 1 0 Gi b Chain Link ap1 %j F.ri81� ✓wrfoCd o �o O otornX a �To of � Sheet 3 Erisf t a n < . 3 $o b p� �0 �r ao P d Sovfh /V i ti to .M A. L ne �n `O 4 4 4 i O / h Of �. 4 . ufh 6 v a vi rh 5o C � b E g �t { n «� w. � _ -0.tel: { ': � w : ford 110 t 145 / 1140 w ,- ---� ,� 1140 _--- � 4409' I.; �• , '�, E,ri3f. 5vifaee`C�' P6°y 'for LTroino �frvcfvrr r. fo of { t rill. gilrfbc`e - '`-` .� ,�-� a 38 C GA�� �6 East R/iY Line 6 oufh R//Y Linc �� � 4_ and RaC�F 6/0�f3»kcfion \ c� 5 &U 1h CU/•� t ' ✓fee Sheet 9 b�f ! b h , ! { f�nne t , i I N i S ! • j` i { 1 t Ql I I w I I Q \ '1 I . '1 it 7 F 1 1 1 . / I i S i < L 3 i 4 { 4 f t i . !` P OFILE { . . q H RI 0 1 . . , o z i SC LE I S M F. . T I`=4 I t v� 0 1 2 3 4 5 6 7 0 I 2 0 1 . PLA •- _ - . . CONSTRUCTION NOTES �' W, . �. � SCALE : 1 �� = 4 CURB DATA 'Y L/P.L=, -p2 i NOTE C044PACT/ON 4MMI ID PIPES _ 1 . Construct 0.25' A.C. Pavement. /P /e g' /Q' TO MEET. :STATE .SECS M//V/MUM ftr 2. Construct P.C.C. Curb and Gutter per Std. No. 115(8" Curb Face). d- 90'00 b� a= d919f�'� &17e Bleck Mal ;�,� � 90 % COMPACT/O/V t= 3i 4Q' L• �i �6' 4 3. Construct P.C.C. Sidewalk per- Std. No. 109, Type As Noted Per•5'td. 30/ 'r'; T= fO.G27' T= /9.84' 4. Construct P.C.C. Sidewalk Ramp per Std. No. 110A. (h't6"opo' 5. Construct P.C.C. Cross Gutter per Std. No. 119. elyp. L= eI 5e' 6. Construct 0.25' A.C. Pavement (over 0.33' CIass 17 Agg. Base. See d�7`��� LevelV+eLme ,•� �a T= t0/e' i 7. Construct P.C.C. Curb and Gutter per Std. No. 115 (12" Curb Face). /O� »r�I �k'�• w q�� ARROW ROUTE ��oX WILLOW' 8. Construct Marker Posts W/Reflectors. r Sid YO6 � t Con1t P.C.C. 5ide►vo/� r � o\� o D R I V E p4e - cr soy DETAIL A 'z sX o ✓fee .41 L eft .r �a Z Conaf. RCC. Ccirb jr © Conef O?o' Bfo! No. !09 Type C' c� C:po �,,.a d, See $hCet 2 9• Construct Barricade per Std. No. 305.. (-V9 CTyp. dE:fh Sio'es) ! �. a �� �' �o b /0 Construct Block WaN per Std. 30l and Defa1/Be%w s ^' �, per Std. Nb //s. 8'C.F. A.C. Pover»enf I �� �,. .�, ( �� ��, Q -� ,0- so -,• C` a Over ,S3 r' 8a� I a s ��- O c./assn�9 pro Grp• 0 0 �, _ .9,q Con3t. PC.C. Curti Guffer o : moo_ ? /8' l8' o o TYPICAL SECTION - FIR DRIVE 'Q»c'F �See ��i/A) �'r oo ?' /8' / ' 3 >,p `� ✓co% : Hori3. /"_/O' �� 9 8 28 g / c� `sX g /4 C. �. I � K$ .' y t. PP 5449?4f 70 p `- C'�. �' I r'��P I I c Q ti `� /7 `� k I) a 4 A I = •. G � o � L�'� .,� �v � ° moo. /o s/1ti reaivs f c e I I r, Q� s' ( y p. l0 3 Pa ti I A v �S rrve e' 4 o I v --�-- d9 f pb vmrnt I 4 , QTj �.,. frit Com'-� w� NO°/7'?6`e �� - - J �,. Oil J�` -� < Z / 4 � Exist �ricoat - �. Eri3f. frnn a /0 3 A ��P �� �`� baa egg P�7y-pe-_ Q_ _ _ 0� �6 �9 TYP 2 A A b Q /0 A 2 0 �. Q 4 - t-P Road I 9 I C,. , `� n J I �' A � 4 r 7 3 'T? A �.a �s 3 6.- C fXist Curb „ a b r X y, rnE- 11 &iat 51dewo/k �'1�' oe C I o C,- ) Q /O'f/iV - -- A'o.40` 75.GD' SO 00' 5000' .35.Oo' ,� I 35.Gt�' SOG2�' 69.Gt�' lOS.GYJ' W V I b y' 39 fr'r l� f% � 'c' �� cS T,r�q�f. rroCf - t, ;� o� �. C o N�9 5l'S1" under Exist. 8lc�k ,b Q ^� �' + r--F 5V U�' y 3 �q .c o I 11-W. 31V29 h I sh s� �A 44 r � H 7 2 /8 /8' / o �' ��•`��� o d 24 25 P6 ?7 28 29 30 3/ 32 33 d �, sX N c, h W �� ti� /e• /e' /d' /21 De FIR DRIVE �` o � � G^ Ste `• ALPINE STREET ARROW ROUTE �L � 4? Af Right n �° L a y c 50' Futur e See Sheet S _ `• flee At Leff 14' 60' Joinfxi5f . ARROW ROUTE -= ASSOCIATED ENGINEERS Parement , '�''6 /?� 6' /r� I?� 316 EAST "E" STREET FIR DRIVE ' SALINA STREET' 6/voe veries 3 ` ON-E'AR10, CALI F., 91764 from t??7 r. (0/!C. d/Old {✓O/I p�► ,�'.a..s= - t to - s6 r .Std. �t/o. 30/ ood ��MIA I I 714-986- 5 818 • Leve/ Defoi/of r-�h>` ` [sve/ [ineL-f t tine Q I I 10 �� 1.0' ♦; �'� 1 4. 04101 -;77f:v 9;-oi.etc c Exist !C. `"ment Const P. C.C. SlYe"I)t per ✓ta, e F #E �<.D ROOK RE:.�. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS w 0. NO. No. /09, T » M , ccnsf. PCC. 5io'�, /,� Const 0?5 � ROAD DEPARTMENT TRACT NO. 9009 Con.�r O. ?5 A.C. Poverntnf ® yPe A � over 0.31'Coss Z A??. 6aee / v per Sfd No. /09, Type •8" A C. Povement Cor7sf. PC.C. Cvrb ROAD N0. . 6v/fee per Std No. Des fined By A OVE D BY ARROW ROUTE (T dt�th ✓ides _¢ _ Const. 'Pec. Curb ' �' � �� yP � ❑ Revise ft/a// �e/ai Ery �)6 yp 6hfh 5�des Drown By //S T Q $truc�ur•�/_ ✓��c�iorl5 G ���9? � -1 30�� FILE N0. TYPICAL SECTION leoaller per sH TYP ICAL SECTION » ASST. ROAD CCWOOISSIONE GR. DATE SALINA STREET Q C.f, 3• �1s11� -LQ�7Pacfro �3w'K Chocked By ARROW ROW ROUTE g s yj� No. 5 �^ • Q/ iPOF/LE OF P/i�F ��(. 611` Recommended By rt -- y� SALINA STREET -- - --- - - -- FIR DRIVE SNEET of _4__ fico%: Hori3. I"-?O', ✓trt 1"-6' _ --r-��� y��A,L MAR REVISIONS APPR DATE COUNTY NG k ER TATr -5-ale: Ho g / /0', Vert. / 4 J + .. 74-69A