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HomeMy WebLinkAbout534 Exist 8" Gate Valve :r}-Relocate 4" Meter and Valve Under the Direction of Cucamonga Existing Gate Valve ) /j " 3- County Water District. Plug As Required. - - /T M fTS / TIO I 1414 17 WIT RT A�`� Clearing and Site Preparation Lump Sum L S.' Inc1�. Misc. Ramvals, Crab B reel Excavation a,n,d,G,radinq L.S. ee Grading Plan 3 0.20' Asphaltic Concrete 14064 S.F. Interior Streets __.�__ t 4 0.2! ' AAsphaltIc Concrete 12,698S.F. Ramona Ave. 8 Hermosa Ave. .114 5 0. 1 ' Min. Asphaltic Concrete Overlay __._._ __ y ! 004 S.F. Hermosa Ave. I6 0.33' Class.2_Aggregate Base 139.722 S.F. All Streets_ Cy curb and tter 6" C.F. ) 5 874 L.F. Per Std. 116 urb-and-&tter 8" C.F. 105 L.F. Per Std. 115, lover N �eakWay-�. « and Gutter ! C.F. 699 F. Per Detail A Sheet h I Install 2 Blow- f Assemblies 4x rb Only (C.F. Varies) 376 L.F. Returns � I11 64 C,G�ross Gutter and-Spandrel 2,964 SJ , Per Std. 119 69 68 67 66 65 54 53- 40 39 26 25 C.0 Sidewalk 40 176 S.F. Per Std's 109 s ic ' .�a3 , o�y. Inst 6" x 90° Weld " gsPlEl k WaretlH like T 6" /00 L.F. Per Std. I !17 ! � ( `o k � 9.,ra' Q�35 � Elbow � � - .L._B..�.�OL�_.�2_ rete32_'L.. " �T a c `h "7S3g 69.33' Ci.65' �9�e- 3b'S aes'- 39'3n 3�S�- g.o5, 385 . ' taming L.F. Rear of Lot 2, See Grad' Plan ' Iti w 55 aN . 52 41 38 27 ?4 ' Concrete R7ack Garden OngAorth_lrac"oundry ALBANY -- + AVENUE - Generete• Bleck-Retai-1i•ng 8 56 �� , �oncrete_Block Retaining Wall 148 L.F. Lots 57 8 73 - 4_Concrete Block Retaining Wall 117 L.F Lots 17 X49 I o 35 99" 70.00' 94.00' �� 9 Oi '� �� 1r• Marker with Reflector (W-60R) 2 Each Per Std. 304 a3.6 Q M - -� �` 2 treet Name Signs 7 Each Per Std. 's 303 303A 3' i3.2i' Install Fire '17�_ w �. •a� I Hydrant Assembly y. �; '� � lust M.H. to Grade 1 ! .int. 73 $ �g 62 56 °' s h` ___ -. _ Each Excludes Hermosa A-re 71 7 o Q - R 51 42 °' `� 37 28 "' `� 23 just-L--Q---1q Grade 1 Each I 70 Install 6" Water tin Install Firelydrant„ N o " P.C.C. Drive Approach 35Za S.F. Per Std. 128 Assembly Install Fire I PP Main � -------- Hydrant Assembly a all, N ti N Elephone Power Poles 6 Each N.I.C. _ •�-- Exist. 6" Main llf-EXISTING 6" STEEL PIPE .Q' g Install 6" Water "o•-EXISTING F.H. o° Main p 74 0 61 57 `° 2, 50 43 1p ��p 36 29 8 8 I j NSTALL 6" FLEX COUPLING I Connect t0 existing 8 LI and �` �p 22 I '---INSTALL 6" STEEL NIPPLE Install 6" ate Valve Install Fire ht• � INSTALL 6" X 450 MELD ELBOW H drool Assembl = 7. Q i S ht. Z 5 ht. Z 1 NSTALL 6" STEEL PIPE 78 77 76 Z g 58 g v InstaII 6" Water in pp 75 a 60 f� 0 Q S 8 lf� MOLD FLAT GRADE CROSSING HERMOSA AVENUE, 1 F' H t w � �o I " Install Fire t ss4embl Install ire ydran Install 6 49 44 v � v 3a MIN. COVER w / Hydran y ,� � , ,c c>s � 35 30 `° Connect to existing � ' Q v Exist. F.H. �► Assembly �a r-, �6ate Valve Install Fire Hydrant � ;� 6" main = INSTALL B" x � w C ?>' 52.64' 72.00' 72.A0' 94.00 3 Y g 74 62' Assembl m Is MELD REDUCER I --� - VE 8 59 n WELD INSTAELBOW LL 60 X 450 / ` s4s, m N 48 45 R " 8 34 31 8 8 20 o INSTALL 8 STEEL rts b to PIPE 52ai' 'g 'L ti o `0 Install 8" Water -Exist. 2" House Service to GENERAL NOTES 3! g'i' 71.50' 71.50' 7i.50' 7/.50' be abandoned. , 01. �. 74-pp• OCX = I . ALL WORK SHALL BE DONE 1N ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS RND SPEC1FtCATIO". >'?2i' � a"z-Install 6" " m " = Install 811- � 6 Install 8 ate Valve 1 �9s w Gate Valves a N�InstaIl 6 ►� J N 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. in 'existing Line Install 6 Water main �- N 5ht. N 3 o Gate Valves N Gate Valve h �- 47 46 33 v, I 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES, MATER METERS, VALVES, HYDRANTS, ETC. "C" OR NOT 32 19 SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION, OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL u� BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE SAN BERNARDINO COUNTY ROAD DEPARTMENT. 1 2 3 4 5 6 b .,,,7 5.65 6 Install Fire Hy nt Assembly 6 , 7 9�7�, �` 92.22' 9/. 79' 13` ��' 72.00' 3� ( 4. THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS PAVINGREPAIR AND PAVING REPLACEMENT i IR V G RE L CEMENT IN CONNECTION WITH SUBDIVISION SEWER AND MATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES. W I tp� LOMITA ~� -'-� �,� S. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN #tCORDANCE WITH COUNTY -17 I _ _ _ - ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATIONS. Remove existing Weld Cap and s0, 6. -ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SMALL BE SOLELY RESPONSIBLE-FOR ANY Connect to existing 6" main I DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 6000, 37 97" 25.B2' 65.50' 65.50' 65.50' 65.50' Relocate 4" Gate Valve meter 65.so' 65.50' 65.50' So.2i' 3a T. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. _ _ ^ from North of R.R. Trac Place �� Inst I1 Fire Hydr t T r-t �� v �, r, , y Inst II 6 Water in S. A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE J T� (~ (� � ' `� 8 meter 'n vault in P kwa ft Assam y / SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY. ' Instal 6 Gate VaI e ( 6. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. 9 10 11 12 13 14 15 16 17 18 f F� I Main ain 30" Min. over below inish grade 10. ADEQUATE STAKES SMALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PUN GRADES. MATER SYSTEM NOTES Inst 11 4" Schedu 40 Steel P e ( 11 . SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE 1. The entire grater system shall conform to the Specifications and requirements of ra ' (' I ► „ 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. Inset 4' Steel p e into exis Ing P.C.C. i gation Install 8 Weld Cap ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT the Cucamonga County Water District. line and grout c0 ection soli I SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. �R � 1 12. ALL GAS, SEWER AND WATER MAINS AND LATERALS SHALL BE CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO PAVING. 2. All water mains shall be installed with 30" min. cover and shall be flushed and � I , Install 2" Schedule 40 Steel Pipe Connection I disinfected per A.W.W.A. Standards, prior to use. 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGIRAE GROUND, AND ALL SUB-GRADES SHALL BE PERFORMED �� z .6D, I I to existing 2 House Service and provide con- I AT NO COST TO SAN BERNARDINO COUNTY. t9UNTY--5TWhRD- �PECfF+0kTHW-WTIOW f4�g}}ALL If-g{)PERSEDED T9 Rflt9�THE-ftELAfitVE COM- 3. service. Replace service as required fAOTf t OF�#E tWR 0.5 FEET TO-f.5 F ET BELe* THE 'BRA-Df" PLA*E "*tL :BE " fE"E*T "t- LfEU OF THE-9B PERCENT CWACTIOw REqul f$ 3. The static water pressure is 105 p.s.i. (R.R. and Ramona Avenue) WATER SYSTEM AND INDEX MAP II -A-W#4 � 2.5 FEET-BELOW F4IFISHEO- GRADE I* STATE STANDARD S-PECIFICATIO# SECT 10* �", A WRITTEN REPORT WITH THESE COMPAC- to maintain 30 min. cover through limits Of TION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACE- new pavement. WENT OF BASE MATERIALS AND/OR SURFACING. t Indicates steel, cement lined, 40 lb. felt wrapped pipe. 16. AT THE MCOMPENT LETIONGOALLPAVING, TESTS A 14ATERIALS RIPORTONS CSHALL BE O814I FY,TO THE CONTRACTS ENGINEER -OF THE SAN BERNARDINO COUNTY ROAD -'-- Indicates existing .water main. (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. • Indicates 6" Gate Valve 8 Valve Box Assembly. �` . This certifies that in January , 19748 I prepared the plans of domestic Nater system for Tract No. 8949 �� , and they meet the requirements of the California Section of the American Water Works Association (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. ---4 Indicates fire hydrant assembly (6" x 4" x 2 112") Standards and the San Bernardino County Standards for minimum requirements for safe practice in the VISTA ST 15' -� Indicates I" water service connection to be installed. production and distribution of water for domestic use. ROGNS WHIGH THAN PROTRBTPi EA ABOVE THE --o Indicates 2" BIowoff Assembly t, 16. The distribution system and omission main at the point of supply to this Tract are adequate to supply • To THE 614094isig, HF SAN BERNARDINO GowNT� ROAD DiPARTMENT FOR REVIEW AND FYA water to all sections of the Tract, in accordance with Sectign S 21 of the above noted standards. �1 _ PROV4 W!61� BE GIVEN WHEN -A 5. Fire hydrant installations shall confbrr!1 to standard drawings of the Road Dept. Std. Specifications. >. - Lp Q S.P.R.R, is Wean ,4sp/la f �'onerrf� is P/acted on n8fi v�So./w/�•e�h cons�ats of ,Poe�C'y �gf�ria/, �/f►� .�i.byrad� ,fAi V//64 6. All Water mains to be dent mortar lined and wrapped steel pipe. Registered Civil Engineer No. 2!104 Date 6y eewevzog aii mocks wh ch ,orotrvde dbove Me su6yreaofe aid a// vv/els oe-00,&,.e"ss.ons shat/ 6" pipe to be 12 Ga. ' 8" pipe to be 10 Ga. 6,- it:7/ed wlAh a Tina G�-ao%d n afcr.a/ of'a fua/.•/y bet>`er tha17 t/x qa11va n7ele-,e /. �7. Contractor -shall determine location -and-elevation at all connection points and notify the Engineer before commencement of work. w TRACT 8949 This certifies that these Ions and specifications�have > p spetenreviewed by and are hereby approved by the a {: Cucamonga County Water District and this company is willing and able to supply water to every lot in this Tract in accordance with the Pure Water Laws of the State of California. 6 7s S71!>�'A TE OF 0�0AN� ! 71Ea.7 a naaer Signed - Assist. Gen. Mgr. Date � 891e < � - /7rFM O RIPTION QU N77 UN/T RFVARKS a EEIAt Nr FROM PRIVATE ENGINE , TO CONTRACTOR ! 8" Water Main '_.._ Inas System Approved + Contractor agrees that he shalt assume sole and complete responsibility for job site I 8Q 1. es and miss f �� Fire Protection S " Water_:Mai 3305 L.F. Incl. tees and mise. fittings BASE LINE conditions during the course of construction of this Project, including safety of all persons - _- - - and property; that this requirement shall apply continuously and not be limited to normal " Valvein existina line f,Bamona Ave ! Each Incl. Valve_Box Assembly t1C 1175 working hours; and that the Contractor shall defend, indemnify and hold the Owner and , " Cate Yaly" Connection-Ao OLw'a_fBamona Ave... --Each ncl. Valve_Box Assembl Foothill Fire District thea liability, al in h 1 Engineer harmless from any and all l� big• , real or alleged, connection with the " te_yalva_A,SSetllb 1 Each Incl. Valve Box Assembly �,, performance of work on this Project, excepting for liability arising from the sole negli- P - VICINITY` MAP . . Bence of the Owner or the Engineer. i " y v�,qs ch ncl. Valve Box_ Assembl �► Each Hermosa Avenue Sco I e: I "=500' _ .. , e,ire.Cemec 77 cludes _Lo. , " -off_.4ss cl-Incla-Yalve_Box RCE No In Eire ydrant .4ss a BENCH MARK 11 dust-Valve BoXes-to Grade . ` ASSOCIATED -E N C l N E E R FIELD E�OC�K R F C:OUN Y OF SAN BERNARDINO > > ► W 0 N�) INIf- ��UV� M�:N= FLANS , U.S.C.G.S. B.M. H- 11 1933 Brass Cap in P.C.C. . 19 316 EAST "E'� STREET ROAD DEPARTMENT TRACT NO. 8949 ROA[ NO "_Comment for-House Sery• osa_Ave.�See do Monument at the Southeast Corner of Hermosa ,•,( Iesati of A�Meter --frm North-,o#-R.-A Trwk& ` ak Way--=--I�ludes -all-4"-�•ipe,sonnectiArrs-end Avenue and Base Line . ONTARIO, CAL.1 F. , 9176 4 pe�,Qn.d �r ____- _ � �>�a •.�3vEt1 �Y Drawn B INDEX MAP, GENERAL NOTES ter Lavoy 'ELEVATION 1322. 14 714 -986- 5818 y -2 -75 FILE NO. Chocked By assT R.��C, L11 QNER-ENGR oDl AND ESTIMATE OF QUANTITIES # Add d.2! ' to equal County Road Dept . Datum Chocked A_ G (Reference Plans) L_�.�5 ® De�fe_6�nrra/Nofe /! kecommtnat4 By ALTA LOMA DISTRICT - �. e-- R CE ?1104 DAi E D,RK, REVISIONS AFT DATE COUNTY ENGINEFR 'b7CT� SHFFT -L_ "of 74 -19 I f , i . f . . . - < l _ _ _ . I I } i . - . . , , i i . 1 . i i i I , i 1 ► . ! i t �J� /y- i .4. Y I - , , , , l a I ' / . i / f P. . E G2 S : [. S I 1 i - i , , . , :_ :I ; 's ; i i rb i I i _ 1 - i a CU ; -3 n : I Z 7 : f { < , , i i , r ``•• f t I 1 • _ - - 1 X55 1 �5 I , . I r r 3 i 1 v , 1 , i e : , : , : 1 . i , , . : 1 7 , :�i 4 0\ , : h Q, V ti h 0 a • I I , , h v I N I {{ _ , : { 4 , 1 x 0 1 � � I V i � y , . 0 a h ti , , e a '0 v /s '.�irf�tz+ 0 . h r 0 0 I O 0 C QD :V i v v a h h . �f 4 Y. 4 P f[. O /. S . , : 4 t 4 S i , , : , . . t b�' J71 D -I,- . _ __.. �._.�_.. __ _. w_ _ _ _ -.._ •- �y�/. TJ7L7 , . i , , `w \ . _ _ . . , . _ _. I _a. . �p ! ' . : z.. I . o v - ti 4 . h . . > - ti . , , , : . _ i - ``__ O t v7 Q� J f , I • r : h ' 0 , . 4 ./. 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Et. 3.G/ ; 5 , . , i . xrs Sc�-farms S. / : l f i- , . . , , K : , . }- .- a -.... __ -{ _..t .. _ _. .� :. -, ". .. .. - --. _-_ _ - ` . ' �� � : , { 1 _ . . O j < : , : _; _ h TP __. _ , . ti W ' h a O ` em -h h p \ I 3 . r , a , j , , , . _ - , N w j ti h g . . �. m ti , , . < . �h 5 355 . : : - . - + . - iI , . : _ _ - _ _ _ i. ; - _. __ i-_. _ .._ .. , - . 1 O _ : , . _ . , IP R. 9 N % , /� . . s I . t 3 4 . . z , , : , I I _ _ , I I - I / h II - : . . _, _ _. t LE I , I ; 4 . h : I � . i I ' ' , : , I :; - I I < E. F . 4 I 11 I I . I .. - . � .." 1, I . I - .. ; -1 � I .1 . -1 � I � � I J . - . I , ­ - 1- - I - . . I I - I I � - : I ; - i j ; « ; < , -1 . I . , 9 :- HOR Iz I„ 4,a ., - : I i � I : : : : . i � SCALES RT 4 a VE 1 I i a : < , , r I 'i 2 3 4 S P LA - . scAL.E i"-4o 1. 1. . e �� . F i 11 +1 Curb Return Data ``' Curb Return Data _ , W V A _ 90*00"W► R AMONA AVENUE �zt � _ �° '��' t 31 .42' BERKSHIRE AVENUE �Curb 'Ret� r► Data , W E kb _ Set Sheet 8 •: 3 T = �9 5� -1 T = 20.00 S,-?e Sheet 4 R = ZO' ! i 3�' -' lbvfrrfsi R Q,�✓ 25' ' - 86°13'20" I 1, 1� �, . , B/ocle tau er 9rd.j7# ;oZ h 18' 18' 7 l = 30. 10' _ i p . 0 (re�v�gonlY)Islin. 4o oFwellelay. 134�.Z7 k _ ; V II 4i II - T 18.72' ; 4 78 'n v ® n - I, ,� �'I t . v j ti II ' - I� 3 b N9 . .- , �` �2 , 52.64' T2.00' 1'2.CJD' . 94.Od' 3 i `- h Oa a : ' _ It, _ s2, t -�/ Z 74 Bort Curb .. .-. 39 R = 318' - I- ; %�'� t - , "�� o co Aa/.jasf /YI.//kyove 5Z. I. /Ad- , y/ �� . ` 0 = 29°A7'/i" 9' - +s f y� s a - _ yr, 8 {. _ 160.97 . ' a� 4�' T - 82.25' - g y1 N 89°54'17" W 3+88.27 Lomita Drive -" X120 a = 3�;9Soo, �. =i0+00 Berkshire Avenue .�• FL _ ' ; a I 0 • '" 4:' 52.4! ' 71 .50' 71 .50' & 71 .50' 71 .50' 12.21 ' 74 p "� �� .4. _7.2C V. • �. Iik� . I ` ;k Vho . j 8 ; � h- V 2 3� �o^ 5 Il A 6 �9s� N, o• 1. - �� I c; n. ,�; 30' 30' h 7 � � I?' /8' /B' /2' ! . 2i I ��' • % . .4 \ !.5' 4' G.5' /2.5' S.5' .5' 45' 4' /.�� . � t " �� Curb Return Data S.5 ? I R �� ' I � ,& = 90°25'50" South Curb Data ,/,� id I 0. c 0�' ! s t = 31 .57' R = 282' I s/ Ape 9 I- �� �� � ��//V� i %�i7 I T = 20. 15' a ► „ - "'L-F `,. F : ,,� 11 L = 160.40' .. T = 82.43' !. P.C.C. Side"lk onst. P.C.C. Si& alk I TYPICAL SECTIO! L OMITA D R I V E Std. 109 TyPeB LOMITA DRIVE per Std. 's 109 TPS e C�•rst. P.C.C. Curb (6") 8 Const. P.C.C. Curb (6") a 'Scales: Noriz. 1"=/0'. 1. k . Gutter per Std. 116 Vert 1„_ 4, Gutter per Std. 116 d Const. o.2'A.C. Paverrrent a . o m'Class 2 A.B. dote- 6 I * . _ . , t .. l . < , , . 11 1 i § W. � , r -� - i- f; . ,' Zl ASSOCIATED ENGINE'S S FIELD BOOK REF COUNTY OF SAN BEF2Nh 'C�1N0 IMPROVE MENT PLAN S - . 316 EAST E STREET 11 11 _ �__ ROAD D EPARTM ENT TRACT NO. 8949 ROAD NO. . : . i ONTARIO, CAE.I 1=, 91764 - , Df4;4�td ¢, - _- _ - - _ A ,:x =,.,f , Foy hewn e A ]DRIVE 714 -98 6. 5 818 zs � LOiIT DP N ,. _ 4 S fllF _l'v d,f'l'ed wo//height . n 1 ntcW 8y A G U- F N',R ENG-P [;-4'E . + 4 � Q Adm /U'G' O 7`v r e e. � ) N ALTA LONfA DISTRICT wt�• No• rJ 3q :-1. - , 'L/a 2110 _�.. N,11. tL€ /'s;iRP fi* ��s 1:/:� E. 'Z� h`rr�^#+t°«R $i#EE T Of _ A // •r ,+ {f �� iF 11 4 __-r�-___- 0. .., I , _ - I . I . - .. , . 1 - .- . . .a 1 l , 1 l I �1 c- V 1 !tjV t J t , t 355 W W o n cu,--b C rb , ti ti O/1 Cu ti � v 1. i I Ilk ZA/ E[. -ow 47 on curb v v M v ? � Y4YiW ti '14 , QK 1350 a35b : f� - 4 � - a m } I , , . : 4 , z a0 f . i , 1 355 t i 4 -04 e , 1345 c V * 0 , a1h •8s a Fii�/sfi Sarfar� � 3 } 1 } _ t f , a 1 3 1' , G I 345 L" I t � f 35 5 i on cub i r , n u b #i C [i O b , W b v � KJ' Y.C. v , a a v b S �tp V V y t 4 4 •4 ; Ta � ou Curb _ �i OC F Y O v ; : y i. 4 i #35E1 h v ti �► °� � v ted. -o.s• m � o i , V1345 : a OR f - _ : , , , , - - ; - - , } 1 , , , 0F1L H R[ i` 4 s i A Q 1 ! 4' , , 3 SC I.�ES �� : 6 7 8 9 10 11 12 13 i4 . _ P LAN Oat Return Data R - 20 SCALE I"= a D = 913°19'20" er L = 32.58' *rth Curb Data i 4 T = 21 . 19' iP = 282' a 26°u'12"L 128.391 4 T T = 65.331Aii Data urb �tetrlrn Data } WA et - 89°23'20" 90°36'40" 7 V Curb return Data L = 31.20' s `i = 31.63' — ► Curb Return Data CAMBRIDGE AVENUE Curd Fdeturn Bata Curb Return Data ELMHURST AVENU9� �' T = 2o.2r'HERMOSA' AVENUE _ = 93°t0' " R = 20' Sheet 6ciiR = 20' R = 20' See Sheet 6 _ ► See v See Sheet 7 41 19 Ga ' f� to K = 32.53' - 90°36 �" 4i _ 89°23'20" D = 90°36'40" 25' �." ' II ' O • _ t = 31 .63 25 ?5 L 31.20' L _ 31.63' ` .. T 21 . 141 ,� T = 20.21 ' , , r /8' R ani qd' 44' 47 �' /e / T = 19.79 T - 20.21 s` �' t. ( 3' 2' 32 C LQc� x°�' �' .N � ✓,� �. . � 33 32 .. 19 ►: >t , ra/hyv�r a-747 /A te��a/rcrfcinn- r . o L �s' Gbnat J:o>:rw1Ft• �5.n �� Ahs sh&_-t b b oo, •� .//9 I� �� a� e„�,, �h •- ,y,ez • i � s oa k 92.22 'a 9/.79 3 - -�- o- ,9 31. Curb Return Data cfl ��, �. 1 9/ 79 I I b ;_ 72.oo t dbr�Amr/shtft"ft asp Si'bt,,, WON(, �011#0 y I` Ay' �k 9IF///O � X02. R _ 2090 0 ► T 40" Q �� .x.9/4/ R.34o. '-�,O �� s \ %. ►Z L = 30.261 • as' ' tee- +: = �¢sz� '�42- 9_ _ FL, f� 9, N 89°54' 1T" 'W O _ t��Ae 1�� 4s�°� ' T = 18.87 �• 30.17' 9+61 .70 Lomita Drive ,:,�Usf�H 'e 12+35.T2 1.omi to Dri ve l �lGvsf/l�H. fo �Sp, =0+00 Cambridge Avenue 9 =0+04 Elmhurst Avenue J Y e sl*etGo mss' 8 ., 37.97 ' 25.82' 65.50' 65.50' 65,50' 65.50' ;� 65,50 65,50' 65,50' �✓ _ •4•9�� _ N Curb Return Data z Const. siK3Z- ( �.✓ x .t R = 20 1 � �i C0 s/d. Sol#sot 7te3,69 o = 88°17'11" 9 .� 10 11 11 13 14 15 16 17 q� eie�,. f3�e sem" I� $ , , �, • . v T ,4�► Curti Return Data �) ct S/DWtff MP ��� • . V :'� . South Curb Dlata h R = 01 1 11 PLR STD. //O , R = 318' `• _ 891123120" v •�!/ •= t •• a ' . . hf RfW 5. R/W A L _ 27°33'13" ' L - 152.913' _ L = 31.20� m ° 'ROL. 6 ° T = 77.9"!' T - 19.79 =' • . NZ � �� 30' 30' I OCR. 1 4' 6.5 12.5' 5615 _ 65-' /2.5' 65' 1l' !.5' IT • o• ' D R I V E ! R=t0 0.00l EVEL ^0- �� �0•10 0 L SNE ' y/� j. � • grist. P.C.C. Sidewalk Const. P.C.C. Sid0walk t �° . . oma` 11�'TA/L «A" per Std. 's 109 Troe 6 TYPICAL SECTION Per Std. 's 109 -rr,— e _ Const. P.C.C. Curb 6" 8 Coast. P.C.C. Curb (6") B � LOMITA •DRIVE Butter per Std. 116 Gutter per Std. 116 { 1 Scales: Horiz. ! =10' FIELD BOOK REF. CtX1tVIY Of- SAN BEICFzxN ,�, �� ® Coast. 0.2'A.C. Pavement a ASSOCIATED ENGINEERS Vert 1 4 � iMF r�OVE_�C� ! F'LL1I� �� A o Iia 0.33"Class 2 A.B. �eee 316 EAST E STREET - ROAD DEPARTMENT TRACT O♦ 8949 ,fir: ; a �6- ONTARIO, CAM F, 91764 :, ', Desi net B kt•�•;;`v" S1' 714-986- 5 818 - �� LOMITA DRIVE - - - •� °►� � a elLF N'� .r t �Mol,fired wall he•ght tt 1s ® _ /fdo��d S'fictvrr�/Secfian Assn ` _ : <�it ra:> 2-�-1� Q ' Y/sCCross-Guf}er, akWay LoirsifaDr. _ t fo s ° RitOmmeneed by ALTA LOMA DISTRICT 4 • d-,. . c i a4 �: I,, 150I. fi a of ._ 74-1 : i " . 1 - • . I I I I . , � � �, i I � I , � . . < . CGv i av 6 i - 1 i i ,j { r G• , ; , i q , , : i , i I &j I - I , , , . , , , l G/ ' , , r, , h cu , i Edit/ , : ; _ . ,_ , __ , ! _ - a F + cur r P[ cYr �cu or7y , N I � i i f i i ^ _ , w 3 _. ._ _ 1 > i 1i f 1 Y I t I I I i . ! _ UI a�c 6 , i , s 4 { o 6 G f 6 L G f f I 1 I k t 1 O V f t i h h . i � I J I `'i i _ , 0 i • _ �`7 -0.40 i h _7 O. t Si0 . i , t L_L' i� I-* . , , . . . } r . 'Jr Abr Ca �' 6 EQ P. . . , Errs 1 i j / , - j s , , , . i _ _ .._,.. _,.., -__ - . tt - --... _ w _ e _ f 3�� . I - / 3EQ . , , , , : , I , , , / t , � , , D N �8j E�/llCletL T � I 30 �O 1 M . on Curb i - - k _ , r r. , �, I �7 1 P.I. / 3 i E. , 1 v 0 i �G" hi - , Q % 114 % ! , I , i i Yf •fi � i : . i I / _ v - < I a . . j - . / 3 �; M _ 1 W t 3 V m I 1 , 355 `! I ti 1 3 y v n v b \• a i I "5 1 , : : : i a %h ti I 0\ 1 V : . ^ s , % 1113 i a { , , . _ : ._ _ h '� �i , ^ h , ; A t L ; . - :- �SO y . . � . . . . "I I . I " PI.E/. 33.�9 L ` + /,vr _ _ ._.. ., _a_, --j.,--A:- _ 1._._..J,.. _ .__.. Y. _ l _ �._.. _ _ /r7Fi�/T1�i4 ___� _ __ _ _ ._ _ _ _ .___._ M_ _. __._. _ __� _ __�. _. _..._ __ ! i36 _ . F - . . , , , a rc. , , , , , s P } 1.E/.63.7/ atm crir r42 r t 6 i , , : . r �7' _ . 6 c� �d 0 t G' `t r . on cu I l i �' 0 , -A- , _ . . , �! 4.� IQ t . I : I . � : i � . , � I � : : : ,�� , - _.; - �' % G d d �- �Z_____1 `' 4 f i h I 6 t C) V h Z i i t ± `1111ti I . Q ti M �i 'h Su�►re q h k n a ti n V i ms ti , ; , 1 W Ezisfi - CS i i F 35 5 b �a 9 ; I � h i 1 i 5 k , ti .L P V % Sou •► _ - i V t h { 1 _ } S - , , ) y , i , i : � , i i , I } _ ., , f t0.(o0/ . _ + _070 '\ _ , ; j 1 t t ww.� _ , : i 1 << . s f I i Kis _. _ _ _ rf P , � "9 : , ; . . , , I C� . Err ,vr` i_ _ _ _ z._ _. _ ____,-_ _. - .__�____, _ ._ 0 - - _ - -- 35 % .3/r ce I . I a . . , . r t i Gv7 co b a : : , e : r , j i ..... i -i , a { { , � ; , ,. I , s . '.. - w _ j - - . { / _i I 1 : , _ i t , - :_. .. .......... ... a .. _..1. : _. a .... .. . .. • ._..a -,._ .; { _ } :. i � - . 1 . : , , A . t , , , , V V r . : L. t , t t s , f t , 1. i __ e -. i i , i e , 1 , , r q I I t I , , t 355 , o _ , , . b ti , d _ _ _ _ - _ . K . Ai Iy V . h N W , 5 h h h _ : a _: : . _ : : : - P R OF . . , : : i a . . : : , ; , i , , . : - _: _ _ . _ x ; _ _. _ _ __ I t - � I . � 1 . : : f I : Lr , I _ _ - _ _ __ _ _ , I , . e - - ; . . . , _ : F I , , ; i i , . , i i VERT i" 4� , I , , I I _ i_ _ I 4 5 s 7 8 a 9 1a P L A N r�rtn � Data Curb Hata SCALE 1��-�0' R 60' 4 • R s 62' = 38°44'27" D = 28°57'i8" curb Qata T = 40.57' � L _ 31 .331 R = 58' I V T - 16.0! 147°54'3'6" W '� L = 149.73' 1 z III . 69 68 � 67 66 , W 311 c° ` 47.35' I > II I - hk to 39 ' Q, +� • 3539, C6 ', ' h b'1.65' mt 20'9 - •Bim, W , ` ° III f-� _ I1 { i • i T - D c . Curb Data , 'r- , 1. ti i Z Cc - k a• f, Ad�Usf it'l H. �b rade ; ay_ F ,` / L z . a _ t - 2 9 O vsf .H. ale i 11 - - N 89°54' 17" W - .< i R vl- + - _ . I 2 �) I .9' r .1I r _ I s . Q �--o i ' a �. D,. II I Ix �.5 6 3 w �$ East ia#� �at1. � z o it s R 15 6, 5 39' 13.21' 70.00'v a 94.00' 3/ ., I R _ �5T 18n •p 3 V P. ,o Q 25 25 1 �. ; � 7+16. 15 B.C. __ c- ny t L 4:033 63 - I`k + \ L = 31.33'. 7' �e' /8' am 7 I %11T = 16.0J ' s''Easerr�rnf III 70 71 �'' % 73 . 6.5, X2.5' 5.5' S.5' /25' 5' S'Eastrrtrrt ' �� 5 ^ &0.5' 31 s \ Curb Return Data$ g. I 1 sour!, Curb �t _ I V R ` 27'. h �'�p�� a� L£VEL WaO / L iNE E_C_ X14•' _� 4P.��/� R = 6n' L i A = 90°00'00" 7.4! U _ //,',-,•- 3 38°44'22' __ W. %:. " L = 40.57' L = 42.41 ' e 5' r I \r ::4:`� I T 27.00' T = 21 .09' - !� 1 L 0 6 i � onst. P.C.C. Sidewalk TYPICAL SECTIQN Const. P.C.C. Sidewalk . �+ 6 5. V per Std. 109 yP� ALBANY AVENUE per Std. 109 Type N �' AVENUE ' O5 as' _ P. 79 Ca►rst. P.C.C. Curb (6") 8 Scales: Horiz. 1 -10 �.onst. P.C.C. C+►rb (6") ��1 Return Data Gutter per Std. 116 Vert. 1"= 4' cutter per Std. ! !6 4, V Curb Refute Dafa = R = 20' Const. o+?A.C. Paven�errt••8 ,� V & = 86°13'20" 0:73'Class 2 A.B. R = 20' reef s, .v,� _ �st,vcferr L = 30.10' ; d = 90°00'00" �r sro /09 ryPec__-- 8 _ -0 AW me T = 18.77' L = 31 .42' - s. Z ( 5 0, T = 20.00' S -- = °�°. � _ i . 25' : 75 60 .3' Eases 2s/ M �' �6, 1 �e, �, , An _ Easement �, ' , FBF�W,o N �-' X62.1'3 ACE 5 e'.5' /2,5' S5' 5.5' /2.5' G.5' S/ t W �• -may 0.5 S7. ` I ti` 0 r I � �� -- ---- l`Orfsfit.Cf .f/aEaht/f �P I + 00 ��1r ,Q• Q 0 �� s ' •-, . . �esr Defer/ A Sh�f 3 �� s r I r „ LiEYEL i L//VE /i � N _` � �{' ::. - - 10+00 Ave "C" + .0"Mp7 rC/,aer 9fd//'� I I i Q _ t=,stdf H TYPIAL �• -3+88.27 St. A" _ 9 Const. P.C.C. Sidewalk SECTION "'ortst. P.C.C. Sidewalk } 1 1 � , - - _1 per Std. 10.E rr eC BERKSHIRE AVENUE per Std. 109 r/peG �7t A . . Const. P. 1C.C. Curb 6") 8 Scales: Horiz. 1"=10' Const. P.C.C. O xb (6" $ l ) O Gutter per Std. 116 Vert. 1"= 4' Gutter per Std. 116 F- J h `v ,A Const. d2'A.C. Pavement 8 o33�CIass ' 5 � L FIELD BOOK RE F G4�I��i IY R �,q c �. - 4 �� _ 11 w O No. � . ASSOCIATED ENGINEERS IMPRIOVEMEN 1 PLAN S �� � EAST .�E., sTk� FT -- ROACH DEPARTMENT TACT NO. 8949 � A N©. ' ONTARIO, CALI F, 91764 �es!oriee 0x --- AP _ v1F B TI 4-9 E - 5 f�1€ �awn er _ ALBANY AVENUE A. `- yjzs�•' BERKSHIRE AVENUE Fit rvo. C tcke� 8 lla l Q$ST h. g-€!t^R D-,i _ n _� 2 4 , I Q dried c5'fi'vc" - St�fior eI R--mrv---vied Py / ALTA' LOMA DISTRICT yWG•No. J t I 2,4 7� �: R E 21 104 k kVih �p� 3: U/'.f E , . Z`OU!r N.• k• R � +EES -- of Y. 4 e . - . I , __. _ . 4 . J . 1. - , j i . I V i i , I 3 a i i - - i , , i : jj , - -} i � - - - - i - - 1 - ; I : I I . . I T - I { - - .. , - . I . . i . I I . .* I I I ! . . . lI - . : . I : � . V 7 V - - . (- - i I IV) i 4 I 1 v v e - . - - { F 15 { 3 55 I I , W , a , a 0 r i , I ! A .. - - - : ` - I . , : - i ♦ `, C r_ V O i R� I r}4w V V O f s r , , - x rr u �x-e �19' , , -. , b o�c � 4 m � 9 d - , 4 1 a �. . h . C, . ti0 P M O If -� 0 h . r __ o C 1 4 , 3 P . - v , a i _- ,' I 1 , r �. -. _. ,_. _ __ _.. _ _ __ _ _ ._ _ _. _ R _..-_s .,_ -._ _._m �.__ -- _ _ _- _e�_ _ _.__ _ _ �___-� .. ____ _ n a _ h :____. . r_, _ _.}__. _ _�_ _ _ _ ._ rt - - , . : `fi 3 0 r t\ �, t37� i . . , . , � , _ ; . � �' _, . o : ac. Ab h . `✓, i 1 % / 1 Y i I P. . E ; S. S 3 , , , QR 1 . v b h o 4 J'% _ j , 1 , . \ Z �o , . a h i i , { 4 W ti j I+ � < , 1 `Qr O y i i h 1 . 9 � 3 6 5 8 a a , c 3�5 ( If) f I - i 1 � G E _ } : -. , Z - i ., _.,. 1. F - _, !. } , i... y _A >i , , ; I r L. O. V , _ I 1 Ri ^ . i h o , : E V } a ! , pry , . . : : I , , ; , C % h - � . _ J f - - - , 0 o• h . . ; . h v 3.3G i , 1 4 , • , , _ .__-. 4 _ ,_ _ ____ . _ : , , , : , I - ..i r�i , a h Exirfin Jou 'ire '` r v. `. d/ �G �G V ! Q 0 , . C ' r: 7780 Y k - _ , . t I : O h I P./. E[. 5Z.SO A a L G ! G h , at' 0 U M ti '� . 0 h � b 4 W h 3 i �i i � F I { v v V '4�z v v r a 11yy,, o In "/ A i ! 1 _ - 7 ••' V 1 V , I ! 1 " 5 • 1 h I Q / . 9 v 1 0 r t t; , ; . ' I . I . Z , i , . I ; : I I I . -I I I ; ; .1, . . I I I ., . - I , t , { ,_ 1. % .1 11 I I i : 11 I : �ry I i : . . -. .� 1 h ; : i ; I : 1: : q� v I I : . : . I . I . ; I . . - ; k aD 1 0 '� i . � � . I I - . . I : : I I ; I '1� i . . I . I I < 4 ; I - 1 . l , , 4 I c . . \ . , a ', b v �. . I I I - - ri sz-;'- r E-R O 3 - /-. '.i . I . . I , �' o : , wv h _�__ _ -o � E rd V 7 .dstl�.lrev� P rV a r , , I 2 , : F-- — _ . , . � 0 �� .. ___„_ _. 1360 ha . , ^ . N , y. , Y . r M .e . , . i i i - - I 2 . i i , ti 3 / EC i , , I , � P. . SZ SS i , ; t 3 _, 11I _ _ - _ - ; . . -... .t i-.-.... ...._.jj ...._, n_. ..{ i. .-A ...a }... -.•..... -., .., i t _a - 5 ,. - A. ., - , ! i. , 1,( y �r D . , - _ . _ 1 �' 0 : �, t 1 f - , , ; , t. a ,. i -t .o- i .-..k- }. 4 _.. ,. ..- -.. e. - -. a t : ,. 1 - , , < t� ` } _ - , 3 � W s - r _ _ _ , - { i { , , I ; , , 1 �I L. I ! 1 % `1. _ i , , , , , , i , h h i 11 :: , , , , A - c _{ - - 35 � E 1355 . 9 � v 197 . r I I Z 0a _ _ - . 4 ? . h . : o . , > - To o Laird-- _ _ I -_ f _ , ! - , p - . . r o. A I I , .� ' I : . : I I I : f i I i I , I ; , _ , - ' , , . I I I I — I . . : c I ; II � : I . x I . I - .� 0 I i ! , I . _ ; , , ; : I : P R 0 F I L E'i .: I : , ; 4 f . , . ; : . : I : I I I . ! � . i , _ t -- a : , -. o-. ; } i. - ...e --.a. <. - -. »- .. {.-...-.�- ...: -...- .F .- ,. ; i E a �] p i 11 - fool\1 '� �' % . i 7 aC , i i SCALES - j V RT E I � : I 4' . } I } , , i ! i } : 8 19 10 11 1Z 13 Fest Curb Data I . P LAN I . R r 318' � SCALE 1��— 40� ; ”f'� n = 9*06151" 1 r� - �`` L r 50.77' 1\10 r T T = 25.44' j J / ' 1 +r -.. - r +i I ,�' ! 1 Curb Mata ' . 4• 40 _ - b 7 4b ft/'�k i►est Cirri ? A = 38°44'22" a 'q - � ::.. s . �s ,3p, R = 112' L r 40.5T' ���TER 1 Set /f j t 2�°52i41" = 21 .09' ` �° ' L 58.40' . % �_�� �� If �° T : 29.88'. 8- " ,/! ,� ��/Y O�S� y�J i 58 57 ' y 56 . ' ' 1. �o �` x / v/t 1 ECa sf r cfC.,�ss lov � n 19�� h 3�9 z�T'� 95 ` '¢ • al7o�'t%/ Sid.//4 h J red} . `! 1 �� r1 ,, F�4 . ' 43¢8' 30.80' 63.00, b 6;'l.01' ; 15.201 O�ttt - -- _ lea �• . 1 �- . i to q• - R = 40 Cast rCur$ Data o� ,�.3� 11 �� %6 a `� r� If N '. ��.zo - ''�v t# = 25T°2R'44" f // ,, s�4,-- — , ,r yy'L a-"'. L !79.75' W.P� f / ' R = 282' � "\ i vsfy�,�. ,: t t9 ap N 0°30 5T ; zo As use .H ade- 1 �/ , , �d / 9� 5f �� il R, z S l L = 45.Q2' / lz• . / Q G X2.9 (�. 25 5 ! f � •' jS'Eas&Mn"' T r V. � s I 32 97' 21.37' 65.49' h 65.48' I-1 19.66' 35 3"�� -=A /8 / - t l �� n `�9' 5* 4.5' . 1. /2.5' S.5' -6-5, /2.5' 6.3' S' /?9?� 42 54 1 5 r 01 1. c°d a�� 00 0 ,o, I ' �8 I % LEVEL ;' if ./ �/AVE� Io- �'0, I Cast Curb Data -- 49 sO . 51 52 „ . G., F &-c.F I &49y fiQ/1'Y R = 148' °k ♦ �' I ��' 30' I & = 29°52'41" ki , L = 77. r 8' TI�PIC AL SECTION �a' / T = 39.48 - Coast. P.C.C. Sidewalk TEAK NAY oust. P.C.C. Sidewalk Q5 4 7. 5, Gr✓r' ' m Curb Data T C r Std. FQ9 r eC per Std. 109 yP Sta. f0+07.95 to Sta. It♦77.37 rP '-I - -r - - t ..-* . Const. P.C.C. Curb (6") B Coast. P.C.C. Curb (6") 8� R _ Scales: Norfz. utter td Il I 1�`f��` �.- 3844'27" butter per Std. 116 G per S 6 --� 038' eve/ Line .�Of/f I I L = 40.57' Vert. i"_ �t' 11 _V-5r ::.0.76' = Const. o2'A.C. Pavement a 1., e"c.F �'_ T 21 .09' o.33'Class 2 A.B. Const. P.C.C. SiderraIk Const. P.C.C. Sidewalk — . i TYPICAL SECTION . I Const. P.C.C. Curb (8'FJ 8 TEAK NAY a7st. .P.C.C. Curb (8") 8 - j Gutter per Std. 115 Sta. 8+07.90 to Sta. 8+59.84 Gutter per Std. !!5 ® Const. 4.2"A.C. Pavement 8 Scales: Horiz. T Vert. 1"= 4' 1 E A K ; WAY , - . . I I . i 0.33'Class 2 A.B. •Nene-- 6 , I, _ - . , ASSOCIATED ENGINEERS FIELD E3G{'K RE F. c��N rY �� sa!v ESE f�t��RDINU IMPPOV�MEN1 PLANS '� � "�� 1 MI6 EAST '�E STREET ___ __-__ ROAD DEPARTMENT TRACT e9 ROAD N', ONTARIO, CALI F, 91764 c>E�,� s, _ �.F •, I:, Y _ _ _ ti/t li .I 1, : s - 714-986- 5818 Oremn 6 �--�. y�zsr�s TEAK SAY Fi�.� h � I a, *' ® � ?Added ✓^!`r ucfur-a/Section 7S Ch fckod ey .a.G :.. -TI I. D S3q �. L L-�- - y{ ,f j 1� ALTA :LA►1A OISTRICT 1 . vis C s-a 7e d On �-� • a . _- f -,-� -�- .fr '' Ftp D� :�`t0PRtDATE � ou _ � �_ - -. �. e ros !ds Ir m " B 211 € SH 5 t ' *r kt 8 4,,, .,.__.:_ �.__,«,,,•. __. ,�.... ....,^._._... ,>�.�..-,_may_. _ .-.,,,—.-_�}._ __�,�� ,_.. _ 4-/9 - . f , i 3 1 t 1 1 s ^ i r , V { i h _ .G v r liz, K4 3 � On Carb m r � a 14 &A *14 # Q p Ex/.r/Arx��i1'/ /Y O h a a o o �2 ti „� h a� 8o T p r 3I ISO ; _ � � _ , ���Q �350 T p 1360 00% a �oxo t , { � of v, 0 {{ \ 0 € v I I hr. a s i m � � a Z• � h f a - h ti 8 y . 355 � o �i Nt o 35 , 50% i f 0h * 1* h M r � '► q� fxisf. .Sur �� _ y 13501360 07Qt .. 'Will vo , �1 E 9.9.E VC. 3 i O V0� � P./. EL. GO.SO : 2 � r o On Curb �9 d/ d d/G G /b 'e✓G _ Aa Curb ^\ �i * j• p h � M Z / O ti O h 5 , h V .�2• �X65 $ \h �! J Q ti C d✓GG i 355 � W �� 4�G � o; ° $ o � � �, h •ro o' � °` � � e '135 lij aN. so , : Exisf 54rfx&4Ld-° � -1 50 - t __ v - ' fi3fi0 1360 _ 2 U P o•JI T3� y Tv � ur . , I ? I 1 t , : Oh /.•d4 ni f : j y 5 PS , , : j h i E : ? PROFILE , HORIZ IM 4o SCALES = VERT I 4 0 1 2 3 4 0 1 2 3 PL SCALE I 40 UP jr '* - " curb Retcttn data Curb 'Return Oafa i' R = 20' _ O r R 20 Data � LOMITA DRIVE o = �.�'� See Sheet 3 T = 20.211. r L O M ITA DRIVE ° = 9o°3s�40" R = 60' L = 31 .63 = 38°44'22" Curb Data See Sheet 3 T = 20.21' L = 40.57! I I I T = 21.09 601 , R - 60t } 38°44'22" r r 40.571 T = 21 .09' 44' 46 �, � 43 +0 42 41 4' 4' 32 3t 30 29 28 27 I V MOW (W.W, 11K.tv X.TZ' 35 , id! J. 57.1T' 66.tX1' ' 6i5.Ot?* 25.01 r 5. -. - �. Curb Data %$ clo z 9 R - 401 A - 257°28 r44" I Q9A2 50, b'F Gr 'b Lata /NH. !b -- - _ _ _ cv — _ f� _ 3 L - 179.75r ( _ _ _ F 5 - O..,t R �r c s9°9 - N 0°30'57" W �.5 � . N 0°30'5 ' W _ 0.39 c pP 25728'449 co 'kn o L 179.75' ct 28.46r 35.39f`. 39 I b 3 52.2!1 66.ODr 6600r 66.00' 25.93' 35 3 550.2 66.00' 66.00' 66.00' • ,.. FL.58•Z° �• 23 ICayssfrar�arl�+riisl r S St ( CL»slrr+x�f, a+a/# �p V -63' 5 { Per q.�i/A, sbe -f �V 3 415.08' h o&r LL-fell A 4 0.9 • 20 21 22 23 .. . .._ 33 34 35 36 31 N 1 19 24 I ICurb Return Data u I • Curb Return Data h R = 20' V Curb Data I '� Curb Data = r 20 I ( ( A = 89°23' " R = 60 R _ _ D = 38°44'22" ( A = 89°23'20" R = 600 1 L - 31 .20 � - 38 44 22" T = 19.79' L = 40.57' L = 31.20' L = 40.57' T = 21 .09' •T = 19.79 T = 21 .09' C a M B R I D G E AVENU EELMHURST .. AVENUE 5 O' - 25' 25' 7' ' x f Gg o-� M ' Nc.f Isms L/NE (e•Cf. Y , ' ASSOCIATE D ENGINEERS FIELD BU E F CCcx�N i Y Of SAN L�RN�.Rc)►NO IMPROVEMENT FLANS O. n,a. st. P.C.C. Sidewalk TYPICAL $ T 1 oast. P.C.C. Si*walk 316 EAST "E " STREET -- ROAD DEI I MENT TRACT NO. 8949 ROAD No per Std. 109 7yo& C per Std. 109 ry e-if QMBRIDGE AVENUE ONTARIO, CALL F, 91764 Designed By Const. P.C.C. Curb (6") Const. P.C.C. Curb (6").1 -986- 5818 Drove ® ` ELMHURST AVENUE 714 �,�p�, Gutter per Std. 116 ELMHURST AVENUE Gutter per Std. 116 _ ��. -----� ' `i�ali CAMBRIDGE AVENUE FILE rvc� �+_ A��s - Z : i, FRS�t DA1 E I A _ ,4oyet tf'fi'vc7`ur�/ S�°rf/On z � Ckor*sd er �. G� A Cwt. 0.,e C. Pavement a � - — .No. 53 y O 13" A.B. cales. Hoz-iz. 1"=10' L1_ �COr1E/i»livrst isl6iid�I�l'�S, J f RaccmRtenAvi By �` �r �� 2S14� 5 ' h ALTA LOMA DISTRICT Class 2 B `• •�'� _ N— r -�-� hf fi� 'C 4'Gt,S ; 3'DATE C)UF.. F+i,. N ii SH FET— Nefe 16 . ! - 4 a c e �.rtuL t1 i� . ,,— - _ �.$ s EET fi "t r 74-/9 f ` I 1►1O i °' fWeS PLv� . . 74.49 : h � a0 if %Gb Y.C. 4. h V• •_\ , 5 h O h c a � R .Cn i / E . P. 6 8 � o .T �+ � i G o a o !� 1 0 0 5 , V i M h a a I fi , , � C t 'OL. +n 3• Wes 0 � 3' - hti ! 1 V I ✓ 'V, l O / I o t v a I 1 i ' Exis t hon Toro of Wr-s C ,-b !► ^ V 3!� h N V C + iN a `► o: - - 41 i Flow L/ x a ToP of bd� tt�j q \ h �► x/ _p , � o� J EXiSt Chonn�l " , ' , 1. _ , _..: _.:_, _. � _ _ __. . .. / /! _. \ Ff f' e i3 0 : u ufY p u 3 v 7 �� _ P./. EL. O r o , , � � N h log O •\ o t�es1`Cu o ti , C � o *3• �, / f 3t�' Vic. o fi3 j � o ¢ 1 P � �h �$ 1Z fn '� P/, Ec. 3. 2 h 'L O� r Totwi P./. EL. 60.45 3 I # hft ^ � i�ufi�r�► Surfoc� t\ � IIEs � 5 � '��" O 1385 l� h �; � ►. 3 ►, t { ti , ## ti a ►� of \ .. act I fu f re Su e { +� 3• A _ O l � 1 . _-.__ _. . . .___ .._ . . :_ ___. � : ___, ._.._.. _. _ . ._ - . _ • _ I3 370 �0 h k� 1 Fufur� Su Qee '� ! 4,0A ' EX1379/ Sur,c ee a� i t� Existin cg �. , . 1544 h , S) , h L , f , • 65 : f i , , : , I • , , • i w • a , , e : < f + , ROTI In. ` HORI Z 1 - 4 , f CALFS s a • � i VERT I 4' i i i 7 8 9 10 11 12 13 14 1s 16 17 PLAN 1 SCALE 1t1-40' Vert. Rein. l ' A CASH DE'PQSSiT Of 9,ooe.oo t3 BEING HELD tN . TRUST ACCOUNT NO. '97`1 FOR FUTURE ROAD 8••Block AND DRAINAGE IMPROVEMENTS ON RAMONA AVE.AND �` HERMOSA AVE. i ' h Curb Return Data `' e "��� 3 Return Oita L M I TA DRIVE Q .Sexton A-A .� o v _ , zz:� � See Sheet 3 R = 210' �o m.o sco/c �� J A = 89'23'207" o� ' II _ °3640" 3 �z t j alp I I� L = 31.63 yr c o §� .\- t = 31 .20 Q.W + 0\ '�tj ti a V c 25 3 o c Vim T = 19.79' o�° c �I I� I T = 20.21 �c e� vQ `� ���� h �5 r/r Q 18 ,., o II 19 20 v 21 22 23 "� 24 Qcx Const Wa//,xr• e �° h �° I W oo�q� y Non Access SAW 1 o 90.22• 3�, �I 32.98 `6.00 66.00' �' 66.00 '76.57' .725. 00 n J To %9,A 80 c� I N. . •.., ?: Sk�oe Cor�Sf ( lace I✓d// / -� Remove Row o uc. f'.-nes ti.rros Iq o A U it n.AS g9 ,/) htn,ntrq'STEEL PrPC�., l6 Wider) 09 I I g c" k5r� f� ��r� T. f ty / 1, �,� fkofCrt Ext' Tip•,//f3*53 �/ �.�0/. L_ kt-move?',Pork vtial/ 0f• I1 - �J / L� !� RI— c� `� C r h 'a 3 �_ �__ _ (4BANa+oa/E4�# n M�S.P.— pwY_ = g -- ------ --�� (� 6! ,i77emo=,�,eubib C Curb m �`z `'� —`�- _ I� ----- - _.r OrainoQe Cha nne/ /p' t� •Z° amino✓C 8 O��nP�Pe EXrst. 2"xo,fertrain - to r�md n Ilfi y9 f�bf�f Orb'irJo9e Cfq'rinC/ scr v/cL- un ti/ new Connection /d mode /5' S' SS' 6+93_[]t7 Adjusf A/.N. fo 4txle ?'.eubb/c Curb N 0030'57" W °� + P.P. 1922317E �tv+crnie F.N. •a,R. , � —= a== zcoNc.s .01 Hmnmx-.ac I o,lv 1 x14+16.73 Lom,tct Dl-me ( I 8t71-5 7 ' U i To //fS0 H 44' 3 U IR 12" 12' .yam 3 � 8' 24" 4' • 1 /3 1 4; G.3� /A5't /P S't 1 3AV; �.�►ovr �k rl , .S/off � / f � ��� I I urb 4nd /ea✓C � � _ P .. _ - 17 - HR M 0 S A • AVENUE South Of o 3 �-- 3•0 J 1 f Const. P.C.C•. Q Const u2.a.C. Ra✓tissrnt { .� •. r am cla ss it A.8, r Sidewalk per —1:4-- r 3 , Std. 's 109 rPc a k Const. P.C.C. Curb (t2"') TYPICAL CTIOhf o ASSOCIATED! ENGINIFERS FIELD BOOK RE-F. COUNTY OF SAN E3ERNAR[?INO IMPROVEMENT FLANS '�' o No, and Gutter per Detail "A" HERMOSA AVENUE , ` of Sheet 8 � �' { 316 EAST = E ' STREET - 1-- AD DEPAR�fM • .. E N . TRACT N 0. 89� ROAD ry ONTARIO, C,�L-I F, 91764 - _ 9 Scales: %riz. 1 --W 714 -986- 5616 � - ' Dr**n 9r � HERMOSA AVENUE Vert. 1"= 4' ROLLED BERM DETAIL - — -- y f zs(,7s �t;I_I<� NCS Chtrke 9� ASST RD. '+^' 'P-tk"A C._ r r � ALTA• LcMa orsTRI�T D�-N.- -53 C ZO�I R• �^,�on�aC @y € I t)Al MARK' REVISIONS IAF•,,R,DAA f u ►a NEER S�if 1:T ____Z of _ � 04 1 74-19 y i � 1 I i lk 1 t 380 4 , I i a -/ � • � i ,C X/3� sur ' C � � L/.E/./543 P/ E/. 75.43 W o�C.f'�Sin9 i *'0 of G,r/3f/n9 WcSt Curb 1355 � o ��'' + 4a� h h 1375 + 1gi r 1 If �3� �� EL. 66.54 kk 3 b 01% 11 I E i9 fll! ur aee _ _i /' _ _ 1370 1350 i`i lry l ►< S!/iP �•� 47,71W4 7T 1 fulwre Surf etc' �D i �t� V V F i t 1 355 o 1375 y 1 !IV Ri Q\ V � i 5 b5 • M \ To/o ofEaStCurb /SO Y.C. ��, V V •, i 6— �...-fes (� P./ EL. 67.04 ry o� y 4: ai+r i -� TDP of'EQSf Cu�'b l , h \ j f ^ V 3o Prc. C�/v�rt� - Si �1 In v p/trl+ I t # 5 +� FX/s1f/09 .SutQC 0 5 : t \ � ,Zfiy° f : I H I t i OR I 1350 � I t VERT 1" - 4G PLA 9 10 11 12 13 14 15 16 17 N SCALE 1"—40' A CASH OEPOSft OF-09-000-oo IS Wme,HELD 111 TRUST ACCOUNT NO. '479 FOR FUTURE ROAD AND DRAINAGE IMPROVEMENTS ON RAMONA AVE AND FERMOSA AVE. _ 17 f /Vo7�'•' SeY S.9. L'oun f /70G d Oe f. I V I t of-aW= II/o. "5600 SD t. h - for WeSf Sides 1m/oro✓e�»c�n�'S. (j � . .' . 24' -his7iH 4 . W c �J !onat I✓a// — \ F.H.• NT869Y rEx. ��s'a cscv�6C.�) DETAIL A EX/ST/NG /2W..G CURB &GUTTER I' L —� r 9+9.02 RaRIDf1a _ - - rsta�.�xscX,�a.o.tsmTINO '0 TCH2 \iU I`b ar Gutter • C,4 �„v ' V 8 'O2 = 0+00 St. A X/S7 4. C. P4,V MEMT W om(7n 1 � �i Exist 8 *( &r n / /ttoo fo /�iSS.GB _ _ _ _ �I b N P�ino✓e cx/st. diKe i cam- EX�S7. C.C. P4dEME/VT /-q 92 �.55h w /cove clean �Erfi ede. A.C. D�kt _moo CT�/g¢ I s ' �„Js77►� N –�` �F L M9T45Y_.�_ 6 Const. A.C. vem n �9T4�1— n+ovr b oe.Z y �� •mss o_ J�ae�so` E,Y/3T/A GG"URB 60U7TER Z R.S 4 461 �' ei 6CnPro/ Mote 16, T�rPs Sf�.�+ s Z3�° Cr^�c�>�"'v���o_ oma 80.85' '� �� �'16 0 I ' 0.72' v y. 8 5 -. h h 128. 17 Curb Return Data �� Curb Return Data ;i-. h �t O F l; +° vfcr t Euc Tuts f;om ( I i �� ( I , .4•� 'q��� a t rod /2f50 to /3153.8 ��04.7/ D - �* ' �o ( 4 = 89°34'10" �o h o `'' 0 C5 L = 3.477' I = 31.27' x,, o dqL cli ,-•� _ _ v v70 78 ,� � � � cti4 � C I 3� ' b / �` T = 20. 15' W T 19.85' Q fi o0 EX/ST. /MPROt/EMEN7S D /.5' 1.5' IO' G.S' 4' S' V I 4' �I ( 4' V v � ��N _ Ex/ST. 061, /�•�'r See Sheet 2 _ ?"c•F LEr/EL UNE �- �— MITA RIVE ' --- _ LO D _--_ Cwt. P.C.C. t Loi»/ro Dr Sidewalk Der TYPICAL SECTION Std. /09 ry,�B411 RAMONA AVENUE Const. P.C.C. Curb (or �tr1d Gutter per Detail Scales!: Horn. I" W, Vert. V= 4' Const. 0.26' A.C. Pavement f R A M 0 N A A V E N U E oust. 0.331 Class 2 A.B. ASSOCIATED .I C1N ;ERS F IEl_D TOOK FBF. C0JN� Y of SAN BERi�ARDINo I��lI`���'�VE !!�� NT FAL AN � w' 0 N"). rt , -- '' 316 EAST "F S"11,pF E 7 ______ ___ _ _' _ __ ,- ROAD ( P = R T F N T T R C R NO.. e9+9 I�-D�:D NO , ONTARIO, CAL I F, 9176 4 Dti,Cnld. R, � _ _ ��� � BY � D,owr By _ RAMONA AVENUE t l .l G+ecta4 B `�Sfi �r;}t,` E' r G �:��;E - 3 T f �1/ �• Z Reccrrrt . .0.d = —y--7 -ALTA LOMA DISTRICT Off. NO- 53q I -+�-?�' _ REVISMh - '' . '�i �"uC ' t R P 0 � �r � tY 0 zo s .� tc e t; t i 21104 K .� t Ii cti �r y , 74- 91. ,