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HomeMy WebLinkAbout525 { } v. tt GENERAL NOTES _AAs.... v . _ . . : .. ` . - _ . 1 . Clearing and Site Preparation Lump Sum L.5: I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE 1966 STANDARD SPECIFICATIONS OF THE COUNTY OF SAN BERNARDINO. 2. Excavation .and Graoing Lump Sum L S 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 i 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. - I Existing 10" Water Main To Be Abandoned 3: Pavement F�emaval /6,2/4 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS ETC. SHOWN OR NOT '+ L- - - _ r SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK is TO 6E DONE SHALL 4_ � i2 Asphaltic Concrete 67 Z6S S.F. BE REMOVED OR RELOCATED AS REQJIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. " `- - --- - - - - ----•• -- 7Install Fire c 5. 0.33' Glass 2 Aggregate Base /3551 � S F. iP4MON,4 AVENUE Hydrant Assembly 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SUBDIVISION SEWER tWAT'ER _ - ' - v ._..._. r_... to 11 ; LINE INSTALLATIONS WILL BE THE RESPONSIBILITY bF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY oRLvvAV, 5d GLE4Yv,uGE 1�+lAQI;EK 2 EAG4� QEQ STD 3o•4 0 - �.�__� 1 23 ^ 24 i., 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN ACCORDANCE WITH COUNTY 6= �; .33CIaSS 2 Aggregate Base �g�, 50,300 S F Install BIow-o 3 ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND REL�ITED SPECIFICATION. - -- -r_ ._ IAssembly .-_._ ._P•_C,C. Curb and Gutter , :._. _ :1334 L F, 6. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR -- -------- -- - b , h Yyes ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE 8. P.C.C. Curb only 178 L.F. Retu�h5 Install 6" Water I SHOWN On THESE PLANS. 9. P.G.C. Gross Gutter and Spandrel ! 482 ^+ Main 0 h 7. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. -- - - - S F• E 9 'R. °o 0 25 X 10. 8"MA.G... Cike4Aw _ _ 70 L.F v 2 ti N 22 a W 8. A PERMIT WILL 8E REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN - - _- • •- -- - - rn. • - _ _ _ THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY. +, ++ r '` o•n 10 a. 18'__X 29__C M•F_ Arch . 90 L.F. H- nstall 6" Gate ---- 9. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. L� Valve _ I t . P.G.C. Sidewalk _ %5,524 BALSA 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 1 12. P C.C Ori vewa y,_Apron 5298 __ _. a ._-_5,F,..f _ I1 . SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER: THE STAKES SHALL 13. 2 'BlockWo// ('6 1, 24�x/2"foofin is ° t V �0 26 M ST. 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 - P 9�-- --- ----: s. . _ L.F. W n 3 8 ••.� � � 13 8 � ( INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR I4. 3" Asphaltic Concrete Slope Paving S.F. _.._ _ 540 _. .__ _ H � TO PAVING TO PERMIT SPOT CHfCKING OF SUB-GRADE BY INSPECTION PERSONNEL. Q is fm c 15. Standaro Barricade }- 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO PAVING. 2 A �Edch �- ; 3 B/ock W/o// (6 b/ock 24 /2 Footin ) 569 L.F. • 25 �-+ 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE32 _ -- - - - ----- - .-�_.�...,�__., ___ 9.___ PERFORMED AT NO COST TO SAN BERNARDINO COUNfY. COUNTY STAND�RD SPECIFICATIONS SECTION I�D SHALL BE SUPERSEDED TO READ, 1a .e' 7' rl " 16, Adjust M.H. to Grade 5 Each THE RELATIVE COMPACTION OF THE LAYER 0.5 FEET TO 1 .5 FEET BE IOW THE GRADING PLANE SHALL BE 90 PERCENT IN LIEU OF THE - k 0 �h 95 PERCENT COMPACTION REQUIRED TO A MINIMUM OF 2.5 FEET BELOW FINISHED GRADE IN STATE STANDARD SPECIFICATION SECTION 19-5.03". o !7. Ad ust C G�to Grade 3 Each W n 4 8 w 2T �'x A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL. --:-- �s' 7 1--' o 14 20 g e 18. Street Name Si w 0 h u F' �, �► �+ _._.. , Signs 3 Each .. Ltd y 14. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ►� LL _j Install Fire Hydrant Assembly A' As ,.�-$J ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATION COMPLETED TO VERIFY. � ,2 S (A) R-YALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. C to 0 3 �y v (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING 5 6 h 28 -- � � 15 8 b 15. WHEN ROADBED HAS BEEN GRADED TO THE APPROXIMATE ELEVATION AND CROSS SECTION, ALL ROCKS AND LUMPS OF EARTH OVER 2 1/2 INCHES 19 IN SIZE AND OTHER UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE UPPER6 INCHES OF THE ROADBED AND DISPOSED OF. IN LIEU OF iv I N U THE ABOVE REQUIREMENT, THE CONTRACTOR MAY FURNISH AS AN ALTERNATE 2 12 INCHES OF CLASS 2AB AS A COVER UPON WHICH TO PREPARE �Oo cs�i' by ,� J THE SUR-GRADE. R3 Q m V CA OD 29 - RAMP NOTES O 0 LL) Y / 1. RAMPS SHALL BE BUILT AND FINISHED SO THAT THERE A �•�._ 1s is _ Q RE NO ABRUPT InstaIl 6" Gate t� r W CHANGES IN ELEVATION ON ANGLE OF SLOPE. y I so 00 'V 7r.00 2. RAMPS SHALL BE CONSTRUCTED WITH A HEAVY BROOM FINISH TRANSVERSE •••� pZ � W I Install 1 " Gate Valve � sValVe _ \ -- TO THE AXIS OF THE RAMP. I connect to exist. Mai _ p 3- NO SURFACE OR AERIAL FACILITIES SHALL BE CONSTRUCTED WITIIIN THE ��\~� O H 30 CURB ETUARN AREA UNLESS APPROV.',L IS OBTAIIED FROM THF COUNTY AND THE FACILITY IS SHOWN ON APPROVED PLANS. Install Fire Hydrant As embIy� �� 1'T a 4 4. MODIFICATIONS TO LOCATION OR DIMENSIONS OF RAMP SHALL REQUIRE ° 40 39 �, ` �ti APPROVAL OF COUNTY ENGINEER AND BE SHOWN ON APPROVED PLANS. RJw S. THICKNESS OF CONCRETE: 4 IN. MINIMUM. 38 � LLQ Install 10" ter Main•S�� �� _ 0 31 • . 6. PARKWAY RAMPS ARE REQUIRED AT ALL CORNERS WHERE CURBS ANDJOR S T R E E T : , SIDEWALKS ARE TO BE CONSTRUCTED OR RECONSTRUCTED. t� so EXPANSION �- __ Jo/Nr 9N 8 32 I O I 37 Install 6" ate Valve- 0 alve _- 41 I stall Fire Hy ant Asses-bIy• I .d I ® � a ° 36 35 34 ° Install 6" Water Main ' 0 33 s- R/W h Install 2" BIow-off Ass e Iy -.04 XP4A(S1.0A1 .�-- Lu = I __ UP��� �P� I JD/N r I f71 S�.G.�.I'' ` ?S / \\ ' I I BASE LINE �S� I I 8 a CURB FACE l WATER SYSTEM & INDEX MAP I I RAMP FOR THE SCALE : It 60 PHYSICALLY HANDICAPPED I I NO SCALE I I W A T E R SYSTEM N 0 T E S THIS CERTIFIES THAT IN JANUARY, 1974, 1 PREPARED THE PLANS OF DOMESTIC WATER SYSTEM I W FOR TRACT NO. 8829 AND THEY MET THE REpUIRFMENTS OF THE CALIFORNIA SECTION OF THE AMERICAN WATER WORKS ASSOCIATION STANDARDS AND THE SAN BERNARDINO COUNTY STANDARDS I W 1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF THE CUCAMONGA OF MINIMUM REQUIREMENTS FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF = 1 COUNTY WATER DISTRICT. WATER FOR DOMESTIC USE. 2. ALL WATER MAINS SHALL BE INSTALLED WITH 30" MIN. COVER AND SHALL BE FLUSHED AND DISINFECTED PER THE DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AT THE POINT OF SUPPLY TO THIS TRACT BENCH MARK N0. A- 162 CONSTRUCTION BENCH MARK A.W.W.A. STANDARDS, PRIOR TO USF. ARE ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT. IN ACCORDANCE WITH S. THE STATIC WATER PRESSURE IS 50 P.S.I. SECTION 521 OF THE ABOVE NOTED STANDARDS. Chis. box on curb return on Archibald 60 d Spike in Power Pole on East _ F Ave. at the S.W. corner of Church St . Side of Ramona Avenue , 653' ± North BALSA ST. 4. FIRE HYDRANT INSTALLATIONS SHALL CONFORM TO STANDARD DRAWINGS 310 AND 311 OF THE ROAD DEPARTMENT and Archibald Ave. of the Centerline of Church Street . TRACT STANDARD SPECIFICATIONS. s. LEGEND: � Elevation: 1273.302 Elevation: 1279.34 SITE •• INDICATES STEEL, CEMENT LINED, 40 LB. FELT WRAPPED PIPE. REGISTERED C I V L ENG(NEER N0. 21104 DATE Use: Elevation: 1273.23 > --`-- INDICATES EXISTING WATER MAIN. on these plans. --a -- INDICATES GATE VALVE AND VALVE BOX ASSEMBLY. I = o--®-- INDICATES FIRE HYDRANT ASSEMBLY. THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED BY AND ARE HEREBY APPROVED BY THE CUCAMONGA COUNTY WATER DISTRICT AND THIS COMPANY IS WILLING c I r� �- INDICATES I' WATER SERVICE CONNECTION TO BE INSTALLED. AND ABLE TO SUPPLY WATER TO EVERY LOT IN THIS TRACT IN ACCORDANCE WITH THE PURE WATER LAWS OF THE STATE OF CALIFORNIA. a l 0- INDICATES 2" BLOW-OFF ASSEMBLY. I S. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER COMPLETION OF PAYING. T. ALL 6" MATER MAINS SHALL BE 12 GA. STEEL. ALL 10" WATER MAIMS SHALL BE IO GA. STEEL. • CHURCH STREET F SIGNED Tlt DATE VICINITY MAP r, ._ 0(/ ,� FIRE PROTECTION SYSTEM APPROVEI': C�/ ,°If 11C � 3 .. _ � 11 �. C/ `f/ Jll1•� h` ` / ,� SCALE. 1 = 500 ,71 t 1 10+' Water Main ...1095 _ L.F. qdYAMONGA FIRE DISTRICT FIRE CHIEF DATE 2. 6" Water Main 575 L.F. 3 10" Gate Valves 3 Each Includes Valve Box Assembly 4. 6" Gate Valves y N 3 Each I Includes Valve Box Assembly 5. Fire Hydrant Assembly. 6 Each 3 F`IE l C� E�QOK REF. CCS iN.I Y C?F StJ',41 EYE F '�1/!F �)iNJ , �; U N ) �._ _�. �. .. . �.- v_.___ . S I M F F�CSV E M E N 1 F L AN S ;tee ` -__..-. _ _ ». _,.. ..- A S S O C I, i [� N C I N _ F. L • 6. !" Service Connection _- 4Q _ Each 316 EAST E STREET _ __.__ ; __----___-_-___. ___----_--.___ _ ___ _ /� D E PA F\ T M E N T _- � � ROA TRACI- NO. 8829 2 Each 1 7 > __� _ t } O. 4.:r, >� a �n rr 7. 2" Blow-off Assembly A A F I f �' . _ _ o N Roc I_ I ' 8. Connection to.Existing Main____ e �o v. _. _ 2 Each GENERAL NOTES , QUANTITIES', 714 � i ' �iE�' I _______ ____.._.___ ____ _.---.-____ __ ___ __ p,���YBy - 4. - V �4• FILE NO 9. Adjust ,Valve Boxes to Grade 6 Each After Paving is installed �h!_�t� B� T r� k INDEX MAP, & WATER SYSTEM , 0 /- l Rfl�l l R'S r '>z ' L)A7 �C�IE!�TY Ek.'lh'F(F> (7r e C1 t `_.Rl�.' F _ _ of _ .., R,. . E. ,21 I0_4____.. C r _v,r+�i--.�- -,._-....+-w�w� . .. -- -A• - _ . _ ,.. - UCAMQNGA � DISTRICT � 4 S • 1 b � , a < : , X28 0 1280 - i EX/s� sui'f+oc +� 1 ,h W C7/ o Ex s kC D Ea fit ere b Li . m �xi5 Scurf cC o/ N� ` f Z # ° i < < : : V 1280 0 ' I, 1290 t� E� j �0 2 4 ♦ 3 V m m v i 1 AJ a � p fxistCP/ ! mos c b t Z m _ ' t i Ql Ed of'fi-orrsifion f p c i 8� { Q t 2• 2• 0 : i , < . PROFILE SCALEHR1 Z i a01 S v E R T' 1 = f , 13 6 7 6 9 10 I I 12 13 14 1 P L A N ' SCALE I"=40' 33• �► �3- 3 .E�rrno ve ExTa f f�rrif C NDLEWO -- Lore/ O Tines ?✓osc • / ° STREET — _L J _ _ e'cF Con3f. PC.C' !w Exi's /mpro /ncri�s Trim vnd Mofcfi Exisf 5idcrvc/k Pc� l t Can�f Q2 Al A.C' Pyrri� j r 2' 16' la' " `j! o►7 Gt33' �fi�ck, C/. 2, .�IggrCgr��� BvsC per Sfd. A6. TYPICAL SECTION — RAMON A AVENUE STA (v+b0.30 To 134 W.60 d Z VCon?f ro/»p per- are.Aa/, sheefIn t M �le 7! N M �. I .►- N m GZ Cartst PC<C'.Chess-GU?%r el- 5'1d,//9 _ ,��' " R A M 0 N A k P A V E N U E 0 s I � p N O 12'! 3'S W i� it +� �i2 ,,.0 32 a e�a tzar 1=x 2� JOI N EXIST. PVW.. - N ISG h P. G. -4 STD. I S V -- co�15T P.c.o. S1oa\VI1.L•K PER ?.TOS 10 43 t {0 9CP R� 304 E ST 3 4 A o0 � i ate; /4 /.00' �'��j' 0' 69.50 69.50 - 69.76 J rye+ R 6950 lE 0.27 A.G. ONLY gyp' RF MOVE Fr=R(f, ZConte P,C.0 5idrm2l,E �p[ d A"O.D1KE �1e ,tri I (NOT IN C.00tAACF) per 9fd./09 /09 CL. V I (I 0 !k II I W s I-o. 119 r.k• 1 I m III C � m W W Us1<, c7.20A.c.Q.ILY t � � h CONST' CLEARANCE MARKER � p � CURB RETURN DATA � o J W Ql ! 4 Q r >ER STO. 304 O m R = 20.00' '� n Z . 0 � III . N 0 ti A x 901 001 00" p o.s' Q � o.s' CUPS RETURN ATA h P ,� U WQ L = 31 .42 4 �i 4 R = 20.001 h _ = o h� h� T - 20.00 � � = 90 00' 00" _ W Rk �� L = 31 .42' SEE SHEET 3 T = 20.00' , o f FIELD BOOK RE:F. COUNTY OF SIGN BEPNARE)INO �� w 0 NO ASSOCIATED ENGINEERS IMF'P M MENI FLAN S 316 EAST STREET - - ---- - ROAD DEPARTMENT TRAC` N0. 8829 ROANO. ONTARIO, CALI F, 91764 Designed By AFY`c`OVE') Elf i 714-986- 56I8 drown B yJf,l RAMONA AVENUE FILE N0. �+ n 1 �.�� r c'R t :t ASST RSA, r N Checked By u� �WG. IVO. .5 � RF.°�,m•�°•° By C.E. Il0 _p 7T R•ARK REVISION'S ou►sTY N' !v._ a " Tiff€ CUCAMONGA DISTRICT SNEFT 4 . t . 73.3 1 It�•r. � 140' V. C. VP 1. _ 85.16 ' dt.�e'�' V.C. ' I lJ a o vP1.=80.19 War44 Ja-T ' In °� V 8 a ; N N - . . � R r oR � I T h , m et q . �1 N a v 9 P r g Ip � W ■ Q m 0 �1 Y\ / - E � f N R + ; N . r 10 d N INET , ► N N a0 + - +n wxtsT. SU ACS ft'T` 1 t~t/�' LINE 44 a o V 2.07 .15 YC• Z.07 N N ♦ ! '' tl� � q �� { V VP. 10 Of r: r d - 1 , v a0 J Q 1. t 7 T280 _._ 1ao ,c , -ofzz•,6 _. �, , n In a - t280 - . 1200 __ N >Y � 4 u o v, 110 >0 �/P l•=84.�I Q 0 p tr !L r r r a0 4 � OO d qy Q ti V N � � NLL '�2.1� • � � mW W p N t9 Rl N N M1 ' TOP d N. ikE X Q F CURE3 ; °� 2 W , s N �Nb Np + ..�gQ 0 N 4 02 bi CO U N R� a' a g W EXT ST. SU> A C E AT 'w R Q> 4 yr r � g � t9 ° 0 L�s' vc. '� , r +IV4 In n� + Iri a n �P,.=,9.�4 ao o }� , sib V OC rZ e9 RO �Z j L W + �� ff W w % m 0 f r � '2e9• r _ r Q 1-"15T. SURFACE AT �' ` I TOP OF w ZUR6 p !nAD r � � } 1 � V V.P.1. =87.9G. f� s N Nf` !br N N x I O : In 0 . 1280 1 1230 - oP TM A • N o 28Ci ,. m o Q1 r T290' RF-r. too .c. 111 j + m r _ 31.42' V V.P 1. = 84.56 -O.�z/ M , . i N Q N N m In b � Aeoo � � v } N 31 � + � N - q a' 4 g m m FINISHED SURFACE ~ i '.�i. 100 'S"S' vC. tl N I nEXIST. URFACE AT oy. TAN.=0.2Z Te N 0 W N O 11D AT 1V V �j V.P1.=82.29 9y� 0 M r Q 0 0 4�.tv.Grt. X N > W I ttf 0 h + 0 , 0 u p - 8r.3e V+C. 'i -4.Isy q N a Nin ID ID1n 0 - 0 - � � � N�� Q N0 220 - o n n - ' m LIC W ? Olt 0 r r co0 i moo' 1 t/.•y�0/. r _ N Q t9 RET 1 FINIGHM SUMPACE AT • � r % IV IO + 0 r N KI EXIST. 5 RFA EAT 31.82 N c0 ♦ ♦ C $. Rf 1N IINE N r i1 .�► a N ^ n . 1280 _ rl t4 �, t 1280 j 1290 I '' o 1230 : - . N IO - � -i � [ � 1" v,C• 1ST 5[IR FACE T F CU MS �2 3' itET tl v.P I.=83.0 AT E. R/W LINE N aPo s. c � � � � �- w � � noAA v Y, 4444W N IGD V • o V h - v O - N � � r• � � 0 (0 TOP OF E. CURB - - + 0tpi0 PRORLE HORIZ I" - 40 ■ - 19.57• j 3 • . SCALES VER, 1. = 4 . , 2 . 0 I 2 3 4 5 6 0 1 2 3 4 R = 178.00' CM WTIT" DATA A = 18° 241 S50 R = 20.00' L = 57.21 ' A = 90- 00' 00" T = 28.85' CffRD REIVRN STA I� I I L = 31 .42' R = 20.00' I O I 11= 40'd f I P L N T = 20.00' L = 8I ° 34' 37" CURD OAYA SCALE LE -TO R' p VI L = 28.48' � � - 1-1 � 0 !� Id T = 17.26' / R = 20.00' II I I G A = 77° 07' 24" LIJO I L = 26.92 y '� Cons'f romp sbe ptr 8 ' . T - 15.94' con RETURII OATH MEET DATA M CfJRD Ct1R'1rE deco// shee% 1 � 1 = _ Z II ,L. Il I! ; R = 20.00'f " R = 62.00' 1 N } J d $I s 4 37 ■"T � C01RE IID a = 36° 52' 12" W - ss N / �' �r _ _= . I I x.00 P�Af7 9!� V �� T = 17.261 a 262'So� 1$" T = ii.io' > 1* /a = • Q 1 _ _.::.._ :.,.... - ;; .; '•''�` tia° // 0, IltTff CSRD EDRVE d ?A66.25, _ Q*+s rc"a.SIEVII x��e l Sm e� R = 178.00' T 43.42' ' 109 -susr co. L s 55.06' To �fz�, � li T = 27.80' �-- a $� war/ I I �.�Q ;� � CANDLEWOOD � Q�iST P.G.G.C117$ 4 G TSR p $�' K I N _ p ■ 7 Q r - jr Gu 50.00 g7.00' Zs. C�a0 Sr g a/ �� ,.+bm ams) �•Ito Z h p0. lD GRAD , f3 P I 0 d � � Com' tvmp Per 2y d Const J-0 10 r .c. � Q b � C7�e�'O/I sfJCCf 1 /o� � �X � CORS �E'TUIt11 O �EE �f•>E�]"� defoi/, sheetAF D� ,, � '.g � � � n 5� ti. 17 _ + ' AD usT rt i8. . . ' 20.00 .�� o .a• - e> lt11I1! CiT1tYE OE1A (I r "Win CURVE DATA � _ ° , " Rt �'� � a 196,47 I 81 48 53 / sod s ,o ' \-� = f � - ;R 142.00' L = 28.56' �� I so j/ p 6"iOAl-- . P-c. Sl or�vaa.jc PSR Tn• l09 los ` - R _ 38.00 I I I N 0 �l• / 4 = 58' 16' 52" V T s 17.33' 2 �" d - 253 44� 24" I I 3� 3g �� L = 144.52' , ; 1 15 �. = f I � 40 Flo v S � V . Q / � e I v'!I` ' L 168.29 p o. t = 79.22 z '!l I O ��' PERLITE 3 n - 11 Cone ItETVRx 1?11tA � CtntYE OATH '� �• 1 f � / ♦^ COURT AvlusT Nt y.•ra GRADE . R = 20.00' R = 160.00' ti • ' / 9: b b A = go' 00' 00" 47 = 58° 16' S9' 1+` N r) l P� y 0 L = I R2' L = 162.76' �t Q!' 0 `' ^ �/ G / GoNST P.G.G.GufxD 4 GUTTER�R STD 116 o� R = 2G 00' / to evQe - - 1 �� S I � ,�/ •3�. A0JUST MH. .1� SOI + ♦ O @ • A ,O Gtt=DM q L• lOoTK CIl" rroxtE "TA s� - e . Const romp pCr IV de;ol sheet 1 I to 15 4 IS 1 Z .. R = 142.00' 'S7 SS ��M�ti - CM VIM" Q DATA L = 144.45' �. b - 0�� '` _ 9 R = 20.00' T '- 79.17 fog,o N d = 77* 07' 24" sem•,!' �`..'. . ^�' Y i I T = 15.94' CV* DATA EAST CM CUM DATA 11.05' 4o.13 � �D _ R = 200.00' R = 62.00' ' 1 Q I I �l d = 29° 31 ' 69" O = 36° 52' 12" 0 w I ( L _ 103.09' L s $9.90, 50' S& T 52.72' T = 17.70' s' I EAST CW" C"TE IATA iz' /f3• d /z Jr MS'S h R = 218.00' MW 9ATA 'S4 I r 11 ( • I T 595721', 05" 0.S' 5, } }} 4• 5• /2 /2 .5• 4 amp• �p � _ � !fl t �• �>7 R = 160.00 EBRD �It1URII DATA 1 /2 /B ' /e /2' d = 58o 18' 52" R = 20.00 5'SIDFR IIR'I ENTS/o 10I Ws. »' L s 162.84' R = 90° �, �" gcF: Lwe1 _Lina I 1 s :.:.:: Q3' r T = $9.26' l = 31.42 T' e .•_►' 4' 7.5 6' �� /Z• 6� 7.5� � .g T = 20.00' CONST. P'GC. S/DEW,4GK I k JQM CU" MM DATA PER STQ NO. /09 i/090 CONST. P.C.C• CURB �6U77`ll PER STLt /VO. //S •,. s/e ' .1 1 R = 178.00' CONST. a 2D� TYPE ~B"/1.C. PVMT. OVER 0.33' CLA552r AGG. BASE coNS'T. PC.C. ,-, off• - -- --' = 58 161 52* TYPICAL SECTION - PERLITE COURT s o No"io Pow 0.ams p - 5/0 �rR I � t 181.16 e" s 99.31 ' �:p; SCALES- HO RIZ. 1%Id , VERT. I"= 4 �T.0r.C. "EWW AC , r " CON✓�T P.C.C. S/OEWWX PER .STO./Va /09//09b CONST. O.t TYPE 8 A.C. PYMT P6,+7 STD. ND. /09�/0-9,0 ; O✓ER 0.33 CLASS' Af^rCs BASE CON3r. P.C.G•. . 1#1!5 SLITTER CONST. rZ). . CURB BUTTER ASSOCIATED ENGINEERS FIELD BOOK REI~. CCK.1N 1Y 0: SAN f� { at, GI,JO IMPROVE MFN-I PLAN S ' PER STD. NO. //S PER STDG MO.//5 316 EAST "E" STREET - -- -- ROAD DEPARTMENT TRACT NO. 8829 ROAD NO. � { TYPICAL SECTION - CANDLEWOOD STREET 0 4TAR lo, CAL i F, 91 6 4 orowp a By ____ _ At - L t; CAN D LE WO O D STREET SCALES' HORIZ. I= 10', VERT. I = 4 ( 986- 5 618 _.,.. y y FILE NG. ' J C► eckeQ BY p'• U' AS51 Rr.,� :,cR fN R3�,� } - 8& PERLITE COURT RR ' r s � kc:er^me�Atd BY �/wrC►• �� - � _-- -- VARK1 RVISIONS APPP, DATE COUNTY ENCANMz. 'DAET€` CUCA MONGA DISTRICT SmFFT r _3 of 4 Pte,, --- 79-34 ; - . , a : • {f � � � yam, � i ! m 1 lu V• l - I _ f }1 ' `'I �X1ST 3llRT=ACE 'A W. RfW 1LtNE' >i , � L ; ip m � 2 o N �i Z Q ' tD _ . _ .__ TOPI'1 OF W. GUR6 r .;_ _ : . . _ ._ __ ._.__. __ __. _ - . - � __ 1280 �u 1290 V , tiN. ' O h r t + iA 1G fe ' lot O - v '9L0CK E J TOP OF W. CUR1a i J' EQn n � -FLOWL/NE 74.SO LL A N EXIST SURFAGS Ati' ' # � In � 0 a � r- 0N 1 in j �y r r r + i" } n TtF�tto+tA�erA.C.Slo n p. � r a t PmrecT-"N rim srv. 3093 A , j I F t I , 1280 e 1290 4kl�h TNI SHEb SU1�FI�CE ATUq , N r I WALL EXIST SURFACE AT E. LINE _ _ FINISHED SURFACE ,IIT �, w "FLOWt W45 74.32 'O q _ + I f280 v 290 {Z.1 , E U 'o i TOP 0� E. CU1R8 , O • I f f _: �'L 1fi /• TOP OF E.C'UR'B l BLOCK e I , - WALL ' '_--'FLOWLIN'e 7114 N /� c PROFILE HORIZ 1 = 4,0 ► ; ALE VERT 1" - 4 1 a �ti 8 9 10 11 12 13 14 15 16 Wind/B�O'k Citrus /Pow --,.^ 'S Loco>~an i Owner' rr y P l_. A N V HEST CGRS CURVE fRl')1 11 /� � R _ 318.00 ©2 SCALE 1 " 40 ''`— EEE GIPADING PL A/V o v " I FOR 3' WAI.L DETA/L �`m C3rodeop Stua/e - COR1t 1tETURIt DATA- L = 23.411 R = 20.001 T = 1 1.71, WEST` R/4V LIME SEC T/ON B-B = ' A 81° 48' 53" L = 28.56' T = 17.3 31 CURS IrTm VATlt REST CtlRS CtIRVE Q1fTA 20.00I _ ,•. tc ct ~80° 01 00" R = 282.00, +J 9° "L = 31 .M21 d.lT� .z ' O.'6� �/ct � = 6 I.o4µ 08 �- t = 20.00 4' 4' jU T = 30.64 ► •• + ...r �P�. O (! Z 4f d 34 V V • Q i` /' /•0 0 .c I� b =G 2 I ZAZOPVZ IAlt _ ^ iJ19 2 e�/ sco�•G Mex. - I�';,. o � t ,_ '� DETAIL&B" Z SECTION C-C v O c nusrroc.em Z:lVgty P"sm n z 0 yzf; Z � A,C 0&lVe"eNT Q 109{ 109 q Q Z A. t dLace WZZI eo oo' CSI 8 GUTTEI? SEE DETA/L I — �a�` 17y� h �} , • •• / k N AD/NG PLAN 3 A.C. PYMT, L+ J :' �.3 � I. z 0 !' x � o � v 0 GR n�sTa.c.t P!a 11 _._ 4 gp'. g� 7t.oo` T2.00 7t�O T - • - 22. 72 7L.b0 J SEC T/ON Q To dF wa -- — —--- -- - -- - -- - A T /G�t9" h Ob ,+ P. loP ,�(a' g•,`. �2y� pxic, slo�ve&.K PMR sTo• 100 log c.. 1 ►asfs� dsex�cde nea /D S77PFET GM.P.A. h' V ^ -- ^ ,�a�A u tv P.c.c. et>Qe PEFz I�s. : .305 # 950E Ablk. TYPICAL ++ $ ,II 5EE DETA/L C �--- 22 CONST. P.C4. cRo95 o�Z p ftv�usT M. . �9� ( #ATTER STo b tR '�• h'G' 6U'(TErt PER STD. lig x , o ECTIOK TEMP. A.C. P✓MT. o r /?/G</T� � ( ,p vk A^• TO GicADE `y TEAK _ _ W Y _ _ PER STD. 305A 2 p .ao,usr Fn.N. ADJUST CO. 4 d O T GRADS TD G"Pe — , 13 SEE DETA/G ON :Lr_., yQ,��� �3T Rc.c. ct�2b — TER rciz 5-Eo. 1 13 ---- - 4.x512 .DETA /L "S� ,. ._•. __ T6 � 9' GP�lD/NG PL,� df/ ` 1 O (00 00• (p0.00' SB.�fq• •' '•'•":+,�•••, Ca.15 P.G.G• SIDE\V,[�LK PSR STS• 109 109 d (V • GRADE 7'0 _ ti. _NOTE /Peverse deter/! ORA IN 10.67X) _ �1D-G'� 0 6s.hoo• do' 6e.00' �e.11' - - f0r Poving Ot E'/y iP/W O cMVA. U o v I (AI/ A.C. pvmt. 3 thick) 1 opr LlFrA/L 6��. CU,2d GUT1'EP 33 >62 � spe LL�fvi/ A" .� •DCPA/NAGE �S EASEMENT 0 +3p '2g Zb 27 26 '1S 24 Z .._ B / _ h p ' _ t CURVEyAn f'BLOCe WAe-Z R 12' 24 = ' � 6 12° 24' 09 ® L = 6h.94' R = 300.00, SEE SECT/CLt/A-A t = 32,60 A = 12* 241 09" 1 DETi4/L O/V G"D1A1,5 is / L = 64.94' f'/_4AI 1' E.TQ, .� T = 32.601 i EAST re. BDRY. �10, __ _ �a s'► S/OEl��1C.r tF>EST lCRB CURVE QATR_ R/H/ ' R = 282.001 CAST CURD CtfRVE m11TA a' j0• 'O• r A = 12° 24' 09" R = 318.00' f L = 61.041 d = 12° 241 09" Z' /d• /d. - /2 . T = 30.64' L = 68.841 T = 34.55 'SGV SACT QS• 4 /E s O S• BOlUNDAPY 0A •�-s sio �,-F 9lo e�"f,l`r :I � .5 i � F45'EMENT LINE' t. o.�s Ltvc/ �7' Line e C. ca,► x e9"C,MP,s! -CDAIST_ PC.C. SIDEWALK co,vs 0.20 TYPE •B~ A C. PVMT. CONST. PC.0 ',/OEWAI- • tweet sTQ IVO. /09 f/090 OVER 0.33'CLASS ZZ Alit. BASE PER STD. IVO. /091 /090 - ,D6'TA/L C �oE SS vcc. ums Gumrm- co 3 S O NO.0/ms ourrew NO 5C.41-6" TYPICAL SECTION —TEAK WAY I It*I.•L� BOOK REP COUNTY OF SAN E3E y�NARf�IP4J A 0 N0 SCALES,HORIZ. i =101, VERT. 1"=4' ASS S O C,�!,`�"F D ENI C I N E E R r y IMPROVE � !.L�NS ; • n n _ I 81 N '1 r n 316 EAST E STREET 1?EV15&D V61�1(,$- G-G ToI i Kix. i 1 114 A EPA - MEN © AEVKED DETAIL. ASC -ADDED lb"ATYcmm�'G Y/ijxt TRACT N 0. �S 29 R,D N0, ONTARIO, CALIF, 91764 Desgnce, 8y � .,. .I: :. - ___ _ TEAK WAY - 714 -9�6- 581� _� ...._._,..-_ __ --__---___. Drown By F«�. hc7. -- ee // ) +� ChccktQ 8y _(7.V� AS�,? ct�;*_', � c:.� r�Y'R G. , qT Racrrr—#nd#d By W 0 5 2.5' 1 -�,� t� M r.RK� t=E1jiSl=?..� ��R` r� D�� E. --._.._. _ �� Y +� L _- R � ��, _ 4 Of _ .4 ._ t R.C.E. 21104 AM N A ,STRICT E E 1` UC 0 G d 73-34 ,