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HomeMy WebLinkAbout1390 BENCH MARK NO. 138 GENERAL NOTES C H I Z' l7'WEST END NORTH H 1 . BLL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CULVERT* 8.40- FLOOD CONTROL ITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFI- CHANNEL ON HIGHLAND AVE. CATIONS FOR PUBLIC WORKS CONSTRUCTION-CURRENT EDITION. EAST OF HAVEN AVE. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE ELEV. 1498.836 FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL , N THE CITY O F RANCHO CUCAMONGA RAC I NO 13890 1 BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA W ILZON HJENUE ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OF CON- STRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT- OF-WAY. 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY QIAFFJ?( LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO GOI'1-E6E 4 PAVING. 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, bAt•IYAN 4fREtT COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PER- FORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE A710 CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE � � MATERIALS AND/OR SURFACING. 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUB- 11 f6f-II.AND AAFWE MITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. VICINITY MAP 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS BANYAN STREET OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING _ ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Ul S. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM i Z RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN REVISIONS Q �`/ V SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ` T 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 1 O o �� STORM DRAIN QUANTITIES CONSTRUCTION NOTES & ESTIMATED QUAN T ITIES FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE C) CLEANED UPON REQUEST OF THE INSPECTOR. m Q v Z4N C.M.P. I L• CONST. 3n A.G. PA.�/EMENT OVER 4n / A.V. t' 130,?88 5. 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING ' U /� 24R.C.P. 99.08 L.F. AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND I Q ��• O 21" R.C.P. 229 L.F. -CONJS? 8" CLIK5 W/24" GUTTEtz PERGIT­�, 6TD. So?S. 1,581 L.F. WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE INSTALL- U a Q N MANHOLE 'A' I EA . ATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE `�' JUNCTION STRUCTURE '13' I EA • O INSTALL R18 SIGN _ _ IEA. GALT FA ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND j DRIVE CATCH BA51N W= 14' 1 EA. STANDARDS. + MIRADO;Z 11. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL CATCH BASIN 1 EA ( }-COOST. 4-' WIDE 51OEWALK PER CI'IY5TD 310,r311 2(0,285 5.F. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY LOCAL I�EPRE55lON 164 5.F v RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING ���^ DRI VE GROUTED ROCK RIP RAP L.5• So-CpNST awIDE CONI. CURB) 6UTTE z Pee ctTY STD 306 DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT '`� (IIJCLUDES MO►�bLITNIG CURB) ?G2 S.F. SUCH FACILITIES ARE SHOWN ON THESE PLANS. �� Co CONST. HANDI Go.P RAM P PER CITY STD 310 8 EA. 12. SHADING ON STREET PLANS INDICATE A .C. PAVEMENT, DETERMINED _-Ow CONST. DRIVEWAY APPR,o4.CN PER CITY STD 305 (W PER PLAN) 13,209 S.F. BY STRUCTURAL SECTION, TO BE INSTALLED. PORT no .1k TO D0 1ti1�'ALLEt7 0'f 5•G•E . v STREET T MW F0K ANO GDO9171NATED o-Co* r �,OCAI- D E'F'RESSIOW rER GI7Y STT sm 880 S.F. 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. Z< u PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF =eL sed-CqN�. PAY TkfE 175VeOPER PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND 5YM 5TREET 5TREET TREE QTY SPACING 512E lu QR��E O (THKU GITY TRAFFIC/ 5EGT(0N) IWSTALL STREET' L1614T 5600L _ 29 EA. AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES W MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR /O MSTAL.LSTREN ET A--ieGie*IFERCITY2 BE 5T0 401or40A. VERTICAL CURVE AREAS. ♦ 50NTERRA CT KOELREUTERIA PANICULATA 17 35'O.C. 15 GAL. /�C�i (D-MSTALL STCPStGrI PER CITY STr- 401 • 40rL Cc EA. 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION. W SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL o TERRACINA AVE. PYRU5 CALLERYANA 24 25 0.0. 15 GAL. Z Nit, 001 RIW /2 PAItJTSTOPe STOP E54R & EA. BE SET AT ALL HINGE POINTS. EDGE OR PAVEMENT POINTS WITHIN 0.01 "BRADFORD" Z \\�, W FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. l Vaele5 Fvzm VARIE35FNoM O-AruUST WATER VALVE CCJ VEK 15 EA. ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED • MARBELLA DR. EUCALYPTUS NICHOLII 3 W VA.Rfes m5M 42'To05' 0,21 To VARIPSf�, 1) 30'O.C. l5 GAL. � N 2'700.5' L5 TD 4' AT WARPED OR VERTICAL AREAS. AOJUST MAWIJ 10LE TO E3RAV>E _ 1 EA. 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS ���' �uRpy a euTTetz 27 I a5 -ADJUST STORM DRAIN M.N TO GRADE 5 EA. STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A .C. AND P.C.C. CkMEFF- SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED - �' ���� I ?y RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 2'1 " I(o INSTALL 5TREET TREE PER CONSTRUCTION NOTES FOR �:__ 5TREET TREES 52 EA. 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONSTRUCTION NOTES FOR STREET IRES LEMON AVENUE --�- ......- TI=8.0 �� c c CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN SNFF 1� R ='10 EX�5T6 t i�vAY 1-1 @�_CONT 0 CURrZt W124 roUTTt:R PER GaLTRAN5 rTp• A,,Z-Qj 71 4 WA �L DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 1. All Street trees are to be Placed in accordance with City <F TYPICAL CROSS SECTION Ia -ING74L- _ Wx �" RECTANc�II_A,?, 5TL. Tr- x1 lA?-IN11,1 ° WA: -L ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 5tandacd 601. J Mo SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE '1� FROM STA 35+86.67 I9 -jMGTAL.L SIDEWALK OAARIGAVE PEP, c11Y STD. 404_. I•EX. •9L TO STA 36+79.16 nv CONST. p.G.G. t2/A rF-RCONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. I 2. All street trees shall be staked and planted according to City z HIGHLAND AVENUE 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION . Standard 605A orG055 as proximity +o hardscape dictates• w18. PRIOR TO INSTALLATION OF ANY PAVING• A MATERIALS REPORT SHALL QF REMOVE EXI5TING PAVEMENT 21,833 5.F. BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR lll�- @_ 2 REMOVE A.C. CURF3 4•Z.Z L.F DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND 3 5OCK-Fill mixture of all 6treet treeea shall be Per the o�c T3 vnR�� +tea ' I � 1 EQUIVALENT OF AGGREGATE BASE. recommenda+ions ofan a9ronomlC Boils report furnrshed � � ' � 2'To3' Rj� �ti w 23 REMOVE GUARD RAIL 290 L.F. r 19. CONTACT ALL UTILITIES ARE REQUIRED, 48 HOURS PRIOR TO EXCAVATION too the CitylhSPeCtor Z PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 4 % O VaRlmpmom VAR IF-07Fez�rt VARIES PROM F, 25 INSTALL"NO PARKING" 51GN (R-2Co) 14 EA. (SEE UTILITY LISTING HEREON) '1' T� ��' P 40,' To 2<e' 28'To I8` 4-TO 12' • 20. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL t2� CONST 3' A.C. ON NATIVE 932 S.F. BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TEST OR if 2l CON5T. 4'A.C. PAVEMENTOVER 4'CL•2 ket 2-0,455 5.F. DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND _ NO s+reef tre S i/` 1 � �� Fez �'`��`�' R 28 IN5TALL STREET LIGHT 22,000 L, TYPE 15(5EE SHEET 2) 2 EA. EQUIVALENT OF SAND BASE. 4 e hall b- P(en+ed where the- Cer4er a the trunk ;S � � 21 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND closer than three feet (3') to Rhe Pace a GUrby Unless otherhre z - - - �_---_-= �-= -__ -_�.--- �__ . 29 -INSTALL STREET LIGHT 22,000 L, TYPE 19-A-80(5F_E SHEET 2) 2 EA. PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR 1itO�ed. TO FINAL PLAN APPROVAL) . W W I, T1= 8.0 Exsre Y�) 1� /�R\ ( ``�f F 30 COK5T. HANDICAP RAMP PER C4�TRAWS STI. NO. 48-B, CASE E _ 2 EA . 5 22. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY A►11 sErect trees are subject Eo inspecibn 2 eccepkence by �+e CI�y R= -to TYPICAL CROSS SECTION 31 INSTALL STREET BARRICADE PER CITY 5TD. 405 1 EA . PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY gmeer. FROM STA 37+ 131 REPlIOVE Z4" GMP AND HEADWALL - 80 L.F. LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE TO STA. 40+10.17 IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND \ .,,• 0• Qj2�5 33 RcLOCATE P.P.'S - 3 EA. ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED `�_ I ' SHEET 5 HIGHLAND AVENUE g_30-g2 '� INSTALL -N0 5T0f7pIN&" 51GN- R2G(S) Z 1✓A AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. M BEL LA DR j ��� 35 IW.;,TALL STREET LIGHT -15� L 3 !✓A �► �1 C� sr�� CIV `\EOP INVTALL TF_ `({'E 'L' &JAKKK IEA. F 01: CA i� PRIVATE ENGINEER'S NOTICE TO CONTRACTOR �'Y:--_ 60 A.G• tfEKM LF a1' y� e)I 9' I I1- THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 6unuo 1--"IL- STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE '6`��o I.taTrr� Tou-� p�r� C��'Yts�s ti 4 4' ( I RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING YY i A� (PJi I 1N UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS DESCRIPTION OF REVISION DATE APPROVED �� UTILITY CONTACT I 0s� 0 ( REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES i CITY OF RANCHO CUCAMONGA CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS :gay- -� LANEcF SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. PRIOR TO EXCAVATION : 4- + I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR GENERAL TELEPHONE COMPANY (714) 983-1811 TI 5.0 I R 'I0 SHEET 2 I RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT STREET IMPROVEMENT PLANS FOR n/ 2 _ - 207 W. "D" STREET ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC ONTARIO, CA . 91762 TYPICAL SECTION HIGHLAND AVENUE IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY MARBELLA DRIVE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE SOUTHERN CALIFORNIA EDISON (714) 983-1746 TERRACINA AVENUE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS" . 422 N . SECOND AVENUE SONT-ERRA COURT INDEX MAP THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE UPLAND, CA . 91786 ' ' SCALE : I"t 200' CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL TRACT NO. 13890 - 1 SOUTHERN CALIFORNIA GAS CO. (714) 984-1281 IIS 2' 22' II' QR�E�SS�Q SAFETY AND HEALTH REGULATIONS" OF THE U .S. DEPARTMENT OF INDUSTRIALl- �� RELATIONS "CONSTRUCTIO SAFETY ORDERS" . APPROVED BY. DATE. SAN BERNARDINO, CA . 92401 X70 w. FOURTH _.T . �. 4 11' 1 I' t►' ' 4' I' +' ��� C,p��, � CITY ENGINEER - RC.E NO. 22391 ,��� N CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE At1GRGA5E1'I Ei1G1nEER1nG CO. *0 41111E*+ DESIGN RECOMMENDED CUCAMONGA WATER DISTRICT (714) 987-2591 , - ' 0- 0' 0: 11 1 i No 96 T my RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ti. ,t�11v r. �'r� SLOPE (� L LE�/EL UNE yLoPE'14 ' I CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS ANLL M.L. 580 n. PARK AVE. Etp !X * Porno iA, CA.SAIGS (114) ('023-1595 9641 SAN BERNARDINO ROAD * PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT RANCHO CUCAMONGA , CR . 91730 ,4. � '� CIVI� �� BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DRAWN SHEET 9 Q� T I �o. 0 l 0 E I � � OFCAI�E � DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS T.C. ( OF 17 LEMON AVENUE 2 C� FROM ANY AND ALL LIABILITY , REAL OR ALLEGED, IN CONNECTION WITH CHECKED1oRAwiN 0. THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE '` R.CE NO g0 TYPICAL SECTION NEGLIGENCE OF THE OWNER OR ENGINEER. A.E.C. DATE FILE NO PROJECT SHEET NO. / Ot= ­11 50' V.c. t?1. ab 70) 12•`17' 4G.O2' 3°1.45 V.G. > `� 612.tIo1' rw-rIQL V-G• ' 53-�08� 5 5.12' ViZl m V �b 0/4 A/4 0/4 A 4 A 4 O + 8 x,80?:) EX15TING r � TOPOF GUt2 + Q v � a + ba TL Irk �' 1500 V u o 0 + + � 3e O Sp �j N.6. e, N012TH I;UR►3 r N it W � 1� 6 r � r 6 �j Q' O �t r + ,q , IS r 3 O - r r 6- 6 r p.ln4 �. 1. 50' V.c• � �tl U ^ + t 5r 0.55% (P I. -Il. T010 OF N01?TH GUI2t3 -Ike i 14 too' Yc. doZ N o N � .Cob% (I°1- �f'J•q5) � t 1 O TA rJ• 61e. V W *t p. u� No,znl c� Top + a /1p0 1495 15001 + W- 0 �� + (3 a�39; loo ' VG o a N � o Fx1vmra vP. 1. 98•i�) ,� o� + TpPOFGURt3 /R� 1495 � °' � � �o � � � �° � � 1500 ,� EXISTIrJ6 e� lo0V G. t�"b) r 1` GU1Z13F50UTH ttl + N•6.e SOUTH GUK15 6.6 / 0 INST,&-.L. MI=T,&L- 13l=aNt RAILING �� C-&L. -TT21�la✓ STSG, PLAN� 19 A-77-c SERV=S G. CUARb � � yc + 3zal� Pf;R CAL, -TRa►.lS sem, 1495mem A70 -rYI�E 2 KL_at=z� BENCH MARK NO. 138 5X 15TIr`I6 N.6. Q Sot1TH GURPS (.o 1 I'E o2 RA-I L_ TopoF GU12C3C- �-i ECTI or-! PE-2 CAL. CHIZ 'o' WE57 EUD NORTH H/W TRANS G71=% AJVj-C. CULVERT A 8.40- FLOW CONTROL. © CHANCHANNEL ON HIGHLAND AVE NEL REL.OGATE GATE TO Z5' MIN• FROM GURB EAST OF HAVEN AYE. PROFILE SCALE G�'T C'+GRAIN LINK FENGE � pISTR oGTN To NougP 221vE CoATE PER �m1 EI-EY 1490.8 ► « PER DISTRIGT STANDARD V HOR IZ : 1 = 20 Y �- 36 37 5Etr`SHEET 3 3 8 VERT : 1" = 2 ' 390 ;�' N 0 c9 4 -� 22 2z PLAN SCALE �4) o �� u _ �.. p�• 4-- I nSTALL R-I q� - \ TOP OF TDE OF w p 1 - 2Q L / / 2 I MAX I 2,t tnAX Q a 4 Im // �/ \ CONST G'CHAIN LINK FENGE 33 I- U- fl �,' U REUXATE GATE TO 25' MIN. FROM CURB FAGS• �/ / I PER DISTRICT STD. I Q 0 �l aaJ \\ D( SLOPE SLOPE U O p CONST. I(o' CKMBLE DRIVE GATE PEI,-D15TRlGT // �(/ / / _ +• 0 �p 0. �- �' \ N ( N 1_ N S = 0 I 51D. ND. SP 2ZZ 4 h // /� J0 n EY15TIn\ �t ' + al ul u H Q 2tb ,1 >`- �� I/ d.G• PwEMenT + I V l o- 1l1 W Q 4 �C Ir7 atm+ IS L . = 4 }- �' I jC V l5 rin6 N NIS 9h' '!� V � 0 l9 ,� t2 -- -- Rte_ fi + I soln Ex+�T1n6 N o\ r \4 --- p---_ -- --- a----_ I v - - =A.G.PpVER1G-t1T- IU '�!�lT _ -- --- - - - - /4 �0 * L_ �, ►----7 - EX ISTI nG O I- N 111 l S �- A d0 S d t�etemev - 5EE SHEET 8 F41Z 5 OKIIt t7KAtY1 rnSTAu. G o�.�\ �q p v / .•�_ '-----'-- 4` n�� �NN LojDc� , --- -- ---- - E 9 + 4- / pc ( --- N �� ���� �o °°� - 29 _ - 9 t�i1NT 12" s to I \� , Exec rt►�� ca�-rrz,ar�s 1 W .t - I0) to /? /: ,' 6. M Ric 4-I'T G� �tY.iY WLIITE 1_ioAI'T I tAe A w _ GOf?ST A SEt� � -- - 9 /�ml � , qo p �� t Ile►2f6. 23' I - - - - - �_ It 1 rc' cx.l t.� ,h 4 i 1� 1 �,i,.rT wu i i - } rZ I Fr, -----nur��'.`ti l� 01� c�� - - � CON - - � G K n LIM ` �' �� 3? TI71�1. EOX ,. F'Ai �I ,'• - - _ nw �, I � w „ 1 dr� I] I I _ 112RIG.GC�n1TK04 �. 22 WH ITE: STFl pr, _ ^` 5 I f !I 1Cz� .I 130 �7�n A��A �! i N r >� i i' I _1v spurt E._ 2-�- I Q I �� / C�i05• I O cn; do 41' moi Ire z ,Esq Yom. �� r r�1>� _ 01 �^ -- i }I YI r�ra1F> ._ t5 - q ti� 0c ml _ t>7 i ns<u. w 6(/ fi ( I I i 3,c lM�. j -. -- �--- - - - - ---- -- - J - - - - .. _ 1L3. 3� '1 � y r�0 �y )Of(1 AT. k?G.G K'Al (� lei T W 21 r - -c5 �► tSl I N l'GG ? Q e0x, I 123 P_ ,�_Ir_ w�,r r - _ , rZ it E. to III ` ( > ,-�rh� -1 -I � � �1 �'D Q' Gni'. oTIK . d C�r v1 -____-_f, --- --- - -- - Ow >� � � __ - - - - - - U d t Q' -- - _ _ ------- __-_-- - - R:?O _ - - - STo� EX rr,. WAL.K -- --- - r _� A� - _- _- ___ -- ___-._ GDI'1�f �G•G• �jIDEWALK r L 9 "loll In'1PROVEn-tE:TTTS PER ORA IN vw V o -� RO. 1003 5HT 9 of �1L red �" R OF MAY � 112a I�t'O,�CfROL � '�� 2l, � 81 M GoNST G'cl4AIN °�A 6Ar EX I�rIN -CAI,T N5 I �X ct foo, -_ Coln EXISTtne l l.'ll ' `► ' 10'6EHCH REMOVE EXISTIn6 24 G•M.R 40 L.F.* LINK FENGE PII � `fig �� � CONST. ICO' DOL 131-16 �•p�l) - CSO) A.G• PAYEMEnT (2 EA-) & Ex S"T1nrc ROGK 6. MORTAR p5T.STD• ,; Cgs' / I°'`���° R� o � / DRIVE GATE PEJO L + Q/.5' Jo f n E X lea BENCH H XtSTit'16 1�I61 t f O!%WAS( _ N H�.oWAL.LS 32 /g OF NAY }I 171ST,STD.NO.S•P Z22 � �} C°�°122� PERGCNS DI�T 5TD UNK FENGE IO 8 I Z 1NST4ll. META I. b��n P.4%%L.1r1G SIDE WA LK_ �--, �- 2'I /� /��Eri cn►. �'tzo.-+s stP >'c e►as ADD _ I I _ _ 2:1 -� _ N AT?-C sEQ1 E3 y, SUe2o �At�.. J r�� J�)01 J� .J 52 t�►N. JOIt'1 EXISTInG � [�. / i A.G. PAVEMEFf IT ` I Fl A1ZE rcam. Tszs*as sT�, CONSTRUCTION NOTES 2: I o / �! /� °'��-�'� TY ' �L,e.Q>`. Gt1Ai2Q c1 Y � � n�.t�. coNe.i�e-rto.a PEr� c,4�. DESCRIPTION OF REVISION DATE APPROVED. la--GOnST. 3" A.G. PA\/EmemT ovEFFz 4' A.B. // // Ttzs�s STC. A•7�-c- y� 1'I con6T 6 0 CUIee W/24" GUTTER 1�ER CA LTIZANS 5TO A2-8 m �� T•ZEMOv6L7 �AY�M��-,- CITY OF RANCHO CUCAMONGA q GOt15T. 4 WIDE 510EWALK II CITY STo no $to x gtt S'�YZI Pr Pi G3; REVISED 6us2p �GOr15T HAnOIGAP IQAR'IP l�Ei2 CITY £+Tn no. 310 1 m RELOCATE GATE TO 25 MIN. FROM'/ t�.ai�.G ' �: 1dPra4T�o CLIKO CUIeve IIJATL� o--I olI HAnoic L16HT °SQL 7 CWRB FAGS.CONST. ICO' DW131-e DRIVE PL.Ar4 TO rseFLEGT MclsT. STREET IMPROVEMENT PLANS FOR 'V ,: GATE PER DIST.STD.NO. S.P. 222 c��I�Ior-18 12-I2-moo 06LTA rZAolUS LENGTH T.eNGEtJ'T @-In5TALL_ 5TtzEIF T nI Seen II GIN 0-RD 4o 1 a 4o2 (---InSTALL 22,000 L HP5V STREET LIGHT On ATYPE 19-.-80 4� HIGHLAND AV E N U E A 87° 52' 0-," 35.00 50.COS' 33•T2� (per__cnmoT rc.G. II - pFw c;w_Tw,&r10 r�TL'� 'ria N8-A� 51GnAL AnD/OR LIGHTIno 5TAnDARD POLE WITH 15'tLIMIMARE X = 3' ARM , 2" Con OU IT5WEEP, AnD FounDATIon PER CALTRAnS o NOTE : 6E15 SN15511 *10.9 i N0. 10 O 610° 14' ISI" 35.00 55.12' 126. 5' Ib AGt1Us-T WAT>rt2 VALVE TO ate 5TAnDARD PLAME5-61Z.LU ImAIRE SHALL BE CUTOFF SLID F01% DRIDOV: M616N. STA. 35♦ 86.67, TO 41+ 39.04 G 610 23' IQ'l 200.Ge 32.-m 16.42' 14 At'7UU5T rr1At1Nol.E To �Ab0 TYPE WITH PHOTOELECTRIC Un IT. ---COt'15T. HAnDICAP RAMP PER CAL-TRA-11`49 STD.NO.NS-0 CASE E TRACT-, 13890 -r1 Cc) II° 18' 02° 506.00 3'►.45' 101.-747' 21 ?eFtwve EX15TIN6 A.G. PAVEMENT �`3}---In5TALL R-18 CAI�TRANS GENERAL NOTES - EMo�E A.G. GUI�13 0 - - - _ t!s%I' APPROVED BY: r�C_ DATE: 19 tr15TALL 51DEWALK FBAP.RICADE PER CITY i5TD.4.04 Old• AN >;NGt�OAC.HMENT PERMIT'I5 �Et�UIRED FROM f �� - -,� @) KE-MOVE GUAPP FAIL �' � ����f f CITY ENGINEER = '� �- � � 223 7 32 REMOVE 24"C.M.P. 4 HEADWALLS GAL:MA.NS PKIOK TO 001NO ANY WORK WITHIN THE ��fes. RC.E. N0. A � - OFFS 1 > Q .� � ?� -•InsTALL 110 PARKIR6 5161? (R�Co� QR 9TtTE H16HWAY �tc*4T OF WN* '�, To BE 1nSTALLED BY 5.C.F_. PAID FOR 33 RELOCATE R P 5 �� 477E ALL WDf?K Ifs ITNIN THE H16NY�IAY R16NTOF WAY DESIGN RECOMMENDED AnD COORDInATED BY THE DEVELOPER Paha r STZ7P L. sTo� �u 1n5TALL IC 2fo(6>) "NO 5T0 InG aCIYTImE`� SIGn 'l (TH1�U CITY TRAFFIC SECTIOn� �- �� �'J�' OG C% SHALL Re TO STATE STAN7ARt7S- �^to x ANO580 NO H PAR AVE. CO. V. 4uE-lz A �P --GOnST 3` A.C• AI no-TIVE on STREET W&HT }sol-•B ;� �, �, ��?0 M'L' 560 NORTH PARK AVE. m STRUCTURAL SECTION Wt2iCATEID FOR i-H16HV�IA �'O' �� * -)MONA CA. 9176P �•+ tO DRAWN , SHF E i �ll In5TALL STOP51Gn PER CITY 5TD. NO. 401 ©---- In5TAL1_ sTKEET urwr iom Lumen Nmv t�Y A'G'E. No. 23706 15 FOR ESTIMATING ONLY. At,TUAL GE•GTION Exp 9 -- 402 rA117 Ann GmRn1n iI oy D�V�I,o R : Exp �s/1 * ' i (7141 623-1595 27 COnST 4"A.C. PAVETnEnT OVER 4"CL-2 A.t3 TO FSE IDETERMINEp AFTER 6RADInl6 /s.f•1D �, � T.C. 2 of 1i� �Q &FIPI F'KIATF_ LAPS TE-GTS, aT l• OF S_0 5NWL-V sly C1vt` O QE�p�cs't-� E7CISTihiC� 1RlZIC- �iTloN C©NTF�OL IrI�AtLL ?�(fL 'L' MAKKEI�S `�ql ��yIL E USED IN THE DE61Ct.1 OF THE HIGHWAY T� OF c�`` CHECKED DRAWING NO 0 v .� �� u F Cif�AL�E �L�� _ '' R.C.E. NO 8205 I /� t�X l�Ei�l► lb cu2� C©►�srRue-T �=r✓ ,6, A-•c. �tKI; (8 e.ss� Pf=r� 61�GTION A.E.C. - !- c l 3!a CAr T�Zar`tS• S"T�. t� E8 A. IMMUNE © DATE � � �9 FILE NO PROJECT-SHEET NO._a�_OF3_2' 300' vG BENCH MARK NO. 138 CHIZ 'O' WEST END NORTH H/W /V.�,� W�5 l� / Off-Oo v (Q CULVERT *k 8.40- FLOOD CONTROL CHANNEL ON HIGHLAND AVE. EA5T OF HAVEN AVE. Y O 0 ELEV. 1498.83(0 V 0 a, 42.4/' N . Q/4 4-1414 a/4 J O 0 h ' 0 e- h , % a4 IQo�. 0 ° NN � � � a � � � O � 0 � p Kl ° 42.4/' 214 / ` 99 N h •� 5 I 0 • N p � p � o, N K% H 4eta ,V a@ WE5T. 1500 ,� o TDP was cuR� t 1510 N 0 V o 0 /v�.@� 0 r/.Mzf D Z � � � ° /so' va 4,ZY.G. 42 VG. 1� 0 (P/. 07. 77J 0 N cpl.�f1 ) cl. -414)� oq IF o � oti N � � 0 0 � 1500 oa $ � S � � � o °� N a • °` � 1510 � o Nmss. Oh h � � O v o " } o� O � 30G'1 r/. O V • 0.4 06yt i &�J t�0R 7AAlE O Q tt1 N O N.G.6' U 1� A14 d/4 d/4 A/ $ p p QNp to �i 0 0 u�1 h 0 m ° 2 quo y p h� 00 � p pN �� Q°�• 1500 o � � �►� � � ti p^ 4. � 1510 IV 0. Air 1.,-A- P ti N a *- p �,/ I� O A. •*N , O % V- TDP�C(ST CU.ef.3 ZA PROFILE SCALE HOKIZ : 1" - 40' 0 I 2 3 4 5 6 7 vEleT. is = 4' 8 CONSTRUCTION NOTES PLAN SCALE la-- CON-67 3"A.C. PVM'T. OVER 4"�¢•O. I r = -40CUR45 CURVE DATA 2a-C01I 8-CURD W124'"OUTTER PER CITY STIR. ND. 803 9BGrA 14ir L- 7- ®--CONST. 4'W/IDE $/,O&WALK PER CITY STO NO.J10 A' 3// OL e � AO90 0o G,b 27.OD 42.4/ 27.o0 Sa>-CONST. awloE CROSfS GUTTER ER C/TY 57-c. NO. wo I 5EE SHEET 5 87°52105 ' 35.00 53.06 33.72 (INCLUDES MOI,K�L/TH/C CURI�) 6 6 CONST. HA N/O/CAP RAMP PER C/7T -vTO. N0. 310 � o I I � 30' 30• C qo'/4'/9" 35.� 55./Q 35./S f —//VSTALL STREET LIGHT 580oL.UMEN 9,1 12 18' 18' 12 �0 ---INSTALL STREET NAME 5/6N PER CITY 5T/0 40/0f 402 !� c N �C4 �I 9�j6 �b �\� •� Q v // lNST,ALG 16 5TOP S/GN PER CITY VTC.&V. 40/4f 402 9� c 19 0 J i 2�—IN5TAL[. STOP f` STOP 5 R O U W @}--AUJUST WATER VALVE COVER TO GRADE. (yj 9 9�S Nn f 22 ID N \� � O pQ 3 24 �. 25 T • A a CIA ad J Q �—/NS�t1CL 4 x 8 REGT,4N6ULAR S'!Y. TUB/N6 W///4 WALL Ol � Lit 25 IrISTou kno rARv<irI6. 516rt (r4 zro) Q oma. � mar ,.,41 + SOLID WHITE �' kyr/ ��P �4�c `1 A m ,qo. 00 ImIT LInE - W I I91. d 1S Uh h� 55.0 �Oa.DO m. s q �-TO 8E InSTALLED BY S.C.E., PAID FOR __ - AnD GOORDInATED BY THE DEVELOPER 71 (THRU CITY TRAFFIC 5ECTIOn) ,� , �h ,�� ��` f,y,���� tt�l 2 ohm ��2 ! 25 �3� QUI' �� 5� U' N 25 9AVE. ti� I f 1>< f�0 00 25 3 C) I� PAInT 4" BROKEn YELLOW i?\6 W / I l A�• al '.. pj0'_ _� m 9�2 ; =9 �5 LAnD5CAPE AI nTEE nAnCEA5F-MEnT O (� . rl'11 - W —- - - _ _ -4- y O ' Z, klop 5. — ' V \4" 50LID ML.YELl.I I, PE I FLODD CONT20L F,/\N �� d p� O� NJ SEE SHEET 2 0 N V. CONSTR CT 6' CHAIN ' U LINK FENCE PER DIST. STD. 0 ; D DESCRIPTION OF REVISION DATE APPROVED. Y e CITY OF RANCHO CUCAMONGA I NI SHEET no. FOl2 V-vr2m oKAin STREET IMPROVEMENT' PLAN FOR NOTE 0EE- cannr-C-rlor'I anO OETAlLS LEMON AVENUE 0 okill HIGHLAND AVENUE TO STA. 7+ 12.75 + _ ° � ":"'-"''`' Xv ' TRACT NO 13890 - 1 APPROVED BY: ► DATE: CITY ENGINEER R.C.E. NO. ZL-3-7 s DESIGN AnDREASEn EnGInF-ERmG CO. RECOMMENDED p o N0. a2�5 M.L. 580 n. PARK AVE. VQA 4`�l'(�' MTNL ��� � �P 9-3092 / DRAWN �mOnA,CA. 9t7lo8 (114) (023-1595 SHEET r .. �, CIV�� CQ�', T.0 3 OF Q CHECKED DRAW I G N0. R.C.E. NOH`-05_ • ` A.E.0. DATE !if / FILE NO O PROJECT SHEET NO. OF-3Q— BENCH MARK NO. 138 4,0 ng 40,20 ; N 1 CHIZ ' O' WEST END NORTH H1W CULVERT *1- 8.40- FLOOD CONTROL 0' N ¢ d/¢ a/.� /4 e(� e� a/ % l� 0 CHANNEL ON HIGHLAND AVE. t� K ♦ MCI 5�Gt/7�/ cuR,B ^ N U ELEV. 1498.83(0 %Qeal p, � + � O ` Q tv �� v C0.50/j: p � ►�. 0 � h � �( � `$,gym 1550 oma/ H �. sv�ry i0 p '� � °o rop svvr-lc��� �. Gb. &P3i1/rH/� � ^ �!� � � � � � d V� 2.20 / r0�_Ii2Urf/ai,Pe 49. 7/) Qj � NK1 248.64 � VC. v � � N C Cs' 341/rf/alp �? h 1520 1550 8 _ - I /V, a aI&- 0 h p v N,aM A •1. Q� 40.64 �1 J Q N N m \ 04 414 414 /4 4 44 /4 %q a/4 IS �S � U `� N N ^ s Cvso/� 520 v °•lo o t /y.c'. ►• 1550 t\ v tz �7 �vo�erY CZ/ O N Q NverH rh s4 1520 _ ° � . o 4. 1 � row No�rH cL,ee �•�, row ivo,�rx-� cU,Pc � m g � � � \ � � a � v r48.5'4 V.C.� PROFILESCALE 42.28 HOIZ Z 1" 40 7 n 8 9 10 11 12 13 14 15 I 0 vffr > PLAN SCALE 1" = 401 GURI/E /.24TA �pO� rJEL rA R L T ONSTRUCTION NOTES Z�)? 5�,�� ® 6.59'35" 578.00 70.55 Ss'32 CONST. 3 A.C. M z ¢q.y� J / / o� © 7-14f Os X022,DO 8�.G/ 41,87 I PVM T OVER 4 �I.d � � 2 CONST e"CUC5 R, W124"GUTTER PER C/TY 67-0.. A10-003 17 + 15.17 eAT /0'SG'� 27.,W 40.20 24.OD CONST. 4'W/,e;'E C0106 WA t K PER C/T Y OTC, NO. J10 Q9 8/0'o/ ' 27" 27.vo 4054 25,!9 a-CONST. NAND/CAP /CAMP PER C/TY S70. NO. 3/0 ff 3// <� �ti " 20 78 49'43" 4''78,Oo 74q•. .¢34. 8 COA/5T LOCAL DEPRESS10>,/ PER 57-0 N0.5/8 S o , F 74 32 /3 622.00 /7 4 O lNSTAL.L T L aal 73.3 9 9 l�'EE / ti T IG 5g00LUMEJV NSPV�f p 1NSTALC. 5TA&5_r NAME 51G/v PER Cl rY 5Tb W. 4010402 Gj�� �\� �� is A tih � (� V. //' ?2" �.00 94�.4G ro/.99 1 -lN TALL TO /GN C TY4-02 ,. I 5 5 P 5 PE/p / STNV. O. 40/ o 'r \ N 4 2 0 e H 78 30 4G 600.00 ./b 490. 33 INSTALL 5710P � STOP .0AR \98 a4 �� �'' I ° 40' 6o" !000.00 /22. ,40-1414'T IMATEI� VAZ-VE COINER 7b GRAOE � � 9 6• G O r ,4b-1UVT S.M.H. TryD GRAbE. "9 � A IS /NO-rALL 4'r 8" RF„'T4NGULAR 5TL. 7Zl6ll/6 "/04"WALLS \ f s7 plc L� �41°I I3 ``�\ZiE Sic 05 I05"('ALL "W P4RKII'16" 516n (R 2G) 3 If15TALL 5TREE T BARRICADE PER CITY 5TD.405 \ K,p` N K1 \ k A�-LAno5CAPE MAinTEnAnCE EA5EITIEtIT 9, ^ ,� Q V. © G 9 L�FUTURE LAnD5CAPE MAInTEnAncE EASEMEnT 8 E TO BE If15TALLED BY5.C.E., PAID FOR ^ s��8� �\ 2OC2 C�--FUTt1RE WALL Al'1D COOROIP1ATEp BY THE DEVELOPER % \ (THRU CITY TRAFFIC 5ECT101'1) V• G +U • O VX CGNC. 81.u:K 10 ,11v �<V t WKOX161IT IRorl WALL- moo.17 \ a 0AR R ICAOE a IrMPORA.RY enD <\5zx OF STREET TRansmon YPER 31 5112 405 t7 _ s A 1 k 4DESCRIPTION OF REVISION DATE CITY 4p$? T \C APPROVED. �K13 CITY OF RANCHO CUCAMONGA \� ®� 0POKE t G ,t5 STREET IMPROVEMENT PLAN FOR N 2 LEMON - AVENUE 2 H STATION 7*12.75 TO WEST TRACT BOUNDARY TRACT NO. 13890 - 1 FLOOD Gor1TROl. RAW i � o 1�11777f f� APPROVED BY: DATE: / CONST.(o'GHA1N MNK ���R£4���f, CITY ENGINEER RCE. N0. z2s97 FENGE PER DIST. STD. \ 0 4� ��= '� AnD �EA5E1'I FC1G 11EER1h CO. G G DESIGN f RECOMMENDED d \ 13 M.L. 580 n. PARK AVE. G 1=4 �r �o• 93�g2 *1 DRAWN �monA, CA/D17Co8 (114) (oZ3-159.5 SHEET N \ 54 IU. �1v�L OQ.Ti T.C. 4 OF I) O 3 r �s`A*E pE �P`�E CHECKED ajA4"-' DRAWING NO �. � R.C.E. NO 8205 - A.E.C. DATE -L�-//-f/ FILE NO 13go PROJECT SHEET NO. 0FFO-91 'BENCH MARK NO. 138 CH I Z 'ti' W E5T END NORTH H/W CULVERT 4*�8.40- FLOOD CONTROL CHANNEL ON HIGHLAND AVE. EAST OF HAVEN AVE. ELEV. 149B.83(o 42.4/ 42.4/ 4e 4/' i f\ � q4 "14[d141-d4 °�4 °4 °/4 , °� eta 414 H a.o soery U �, v v 1510 $ ,� � �, � 1510 g N N � N oN t % o a o s o o o o o q&•�•i- o � z� o,4o Y a. �o •� 50'(/. G. /PL 05 2(0� N.9 o 1510 o o m g o $, 1510 o n0 � � �, 4 •,rp Nh a �' �� � � O 00 0,4oy o�o�/ 2.48- 0 510 iv. a.6P sovrH r� 1 *s14 N CA /¢ a/4 /4 °/4 1510 a—R� AO mM • p.40•/ O.ro0-/, K1 50UrIl r0l GU�w e` yN �N O V. 72W. G,. PROFILE SCALES \� HORIZ: 1'-40' 6 7 8 VERT: t"- 4' 9 io PLAN SCALE CONSTRUCTION NOTES I - 40 I COn/5T. 3"A.C. FVM-r OVEN 4#A•B- 2 CONST 8-CURe W124"GU7,TER PER C/TY STD. NO.303 5EE SHEET 7 4 CON5T. ¢' WIDE SIOEWALK PER CITY :3TD. N0. 310-d13/J @--GOMST HANL21CAP RAMP f'ER CITY STD. M7. SIO I 7 CO1?9T. 1DRIVE APPROACH PER C/TY vo.305 �If (q)--INOTALL 37'xEET LIGHT S'600LUMEN H5PV cr 1 11' 22' 22' I I @--1N;:ITAL.L STREET NAME S/GN PEK CITY 67-0 h10.401 id, 402 W H 1/ 1A15L SN TALTOP 51GP6/p CITY V7-0. N0.40! f1402 U aj o �f�Aiwr STOP .0 STOP BAR 39_ p �1 I'A 23 v 6 13 Awu5T WATER' VALVE COVER TO GRADE. N ml N Li.l —A�VJU$7' S.M.H. TO GRA 4E > 14 ' ADJUST STOR DRAIP M.N. 1o 6 E f' N II yb 9g' \\ 1G 1115TALL STREET TREE5 PER CON5TRUCTION NOTES FOR STREET 7REE5 6 ! �3 I� 4 I ° I Oki 10.00 //0-001 to I / d01 // 90.AO ti� SIE TO bE inSTALLEO BY S.C.E., PAID FOR _ 1 AnD COORDInATD BY THE DEVELOPER ♦ ♦ ♦ _ gLLJ 12 ♦ ak'� , (THIZU CITY TRAFFIC SECT1011) •s��,r�� a—c.p�n. ! — —-� � ———— ��qa- �o Qh o �� 2 Ohtih�y 9 � 9,��4 V) oy�!J-�` 9 2 - MARBELLA 15 DRIVE --- - .-- — I3 44.29 cou c70 t 05.00 coo 64B X00.00 55.oo I I I LEGEND FOR STREET TREES k3 ��g I v M F 9 N – goo N r �, Z 9 EA- 15 GAL. EUCALYPTUS 1'11CHOL 1 1 ! 30' 0.C. Q " N < � +3 r r a♦a3 0 17 �; I8 19 X20 21 22 4) J 0� 5EE SHEET 3 J DES(- SON OF REVISION GATE CITY DOI JAPPROVED n' CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR MARBELLA DRIVE CURVE DATA FROM STATION 6+07.71 TO LEMON AVENUE N0- O R L T A g0°00'00 21.00 4'1.41 '11.00 TRACT N0. 13890 - 1 fSS►'1M� APPROVED BY: DATE: /d 0 /f Z`L 397 Apt CITY i � R,R •�, C ENGINEER RC.E NO. 0-1 DESIGN ANDREA5En EnGInEERInc7 Co. RECOMMENDED W s M.L. 580 n. PARK AVE. DGh 'f�a( • x �Q. 8�� POI110nA,CA. 91?(o8 '114) (P23-15e5 EXP- 9-30)-92DRAWN SHEET T.C. 5 OF 10 • �l44 Oi CR�tCHECKEDDRAWING 0. R.C.E. NO 8205 / A.E.C. DATE FILE NO / 0 PROJECT SHEET NO._,S0F 30 107 0/47/vG4. - 4Y�02'ON GUO_ IMP 46?21�2_ !4/ 18'V.o. ' °4 �0� ,BENCH MARK NO. 138 o ,z5. IDL vc. /2,/7f t} (I?I. 45.36) ^ V 2 Q0°�/ CHIZ '0' WEST END NORTH HJW . � V� / CULVERT 8.40 - FLOOD CONTROL V b CHANNEL ON HIGHLAND AVE. l7Sa' 43'9' ///.35 ' 43.?I'f!G. 17&1 .. V y 4 - % o EAST OF HAVEN AVE. ONES. ONG/>. O/d CC/f�� ON Gam- OiVGb (� h d-U r H 0 � ELEV. 1498.83(c (,010773) � � � � 3.'13� t1�,r1. �. o. c�.24•i. ton.6. 1545 To PI.) n N Q .�° -ISI,40' Vc. (PI 45.21) N N �n � � 00 1510 ��. �� 14 �� �N '� A hs + ho N e N � kiN f v '� � �• � �0 D � �• �`• `� � 0 � � ti � 3�•� \vim h� �� � N`� '� N m �-� b �1 � o o � � � 0 p 0 • � ph d � �ulX %4 0.40 c/. 1545 VL Q; 70.(oq U V 40.20 A,,4 la 4� a��, >a/ � s� � G U � � !*A41 e 'e 1510 km 0 � v � N nN !D v (� k Q, rE1 N 0.40. OV U v a. 1545 <� $ 7� N M1 b 2.557° TM.09 / /4/. 20'V, G. V � � >� � b CI.91v/i un-em-To P1.) e e e N �¢ / /¢ q n N- tom'/ A2-17) • o v Its� q. N 1510 q A 4.&o9'rAN. Ge. 0.40°o `7-3 0 N% J / 125.35' 19MI&I.V.G �P1. 45.30 PROFILE SCALE HOIZIZ : 1"- 40' 0 1 e 2 3 4 5 6 7 8 9 10 v��T � 10 .r 4� NSTRUCTION NOTES �42�' 47 .54 ' PLAN SCALE I CONST. 3-A-C. PVA4'T. OVER 4"A.B. ON GB. I ON GUief,.3 (" � 4.p' 2 CONST. B"CLAAW W/24"GU7'TEC PER CITY 9T0. N0. 303 l 4 CONST. 4' WOEF 5/00W.ALIK PER CITY ST0.NO.310Q511 CONST. 0fflfVE APPROACH FETR CITY STD. lW. $05 1 CONST LOCAL DEPRE55lON PER CITY STU. NO. 5/8 7 SEE SHEET 4 * I? INSTALL STREET LIGHT 5800LUMEN 95PV +lkcv 3 /N57'ALL STREET NAME $IGN PER CITY STD.AAo.4ol ¢402 `r' , 6 0,35 4 7 v 7 INSTALL 5TOp 5/GN PEfZ C/TY 5Td.NO. 401 402. I a` f- ao1 3 Ai/ M PA/NT 9TOf'¢ JTOP 6AR. 1 *-' 8 �- �� , N,N c� N H 2 O 14! 4' ACJuS'r • M.H. -To GRAwE. 13 f 12 I I 10 d'� u+ �' �' ''�� r 3 0 ,� 1 v LLI �/ > r5 �o1aSr sroKtill��A/n M•N• To cj/P�fit� ��\ a ole v � ��� � _ _ a� �3 N � I +rN � o Al -�- N - *-lIVSTALL 5774EET TREE5 PER CON5-rRUC770N NOTES FOR STREET TREES x \ ���' N '�' r -' N `9 �" 3 Nej(n N V �• 6 ^'3 f + ,. 6019 4& Q- 14 �IE To BE ICI5TALLED BY 5.C. PAID PAID FOR \ �r0.12 N I 1 y�.2 o �, i 4�7 6' k (�(j A11D COORDIIIATED BY THE DEVELOPER 3�1 1 a� ay ° O 9 Q� (THRU CITY TRAFFIC 5EC7I0N _ y�l 00 10 v - �k 1 0 ' h� _ va�� 1� TERR-- 2 �..-. AVE. w 7 15 0 /+2r � •�=' I � - -- I - � Vada ° _ o k 5� h (pp.01 0� s e y �Q 0 �� ° 1 (00/1 d 4 X02.20Ory1 qo m- + „ gT. L16 T N + y5.00 60.00 � JeL? 82.04 a7�.6� r\N + 3 �`9 r 3 r r � 5or7 0 3 p � . ( . oQ 9 I I I vs 1 46 47 4 N t + qu�ti N 11 �7 I� I 45 ss 49 -lo V s'N ,. o- 44 5 + •, 6 0 1 02 + " t- 3 1 r 0 m� y 16 s '� pb, v 119 G. m 3 I �I3 0 �, 7 1 , �,s�3 o I w _ a\43 s le 40+ „ 41 I � . kt 7 7 O 62 A2 I 17 0 s T M hl-6p L I N A 56r- -0145 I✓T 5 F o }35. 12 GL STA = 1 rwuA-rk0N : 0 ft-7 -14 f- STA• cr L_ 4 4 07.7 15NT 5 p CITY DESCRIPTION OF REVISION DATE APPROVED. Q -1 CURVE DATA LEGEND FOR STREET TREES CITY OF RANCHO CUCAMONGA �w �-� Nd. D R L. T ( 0 7 24A. GL.15 GAL.. PYRUS CALLERYAnA "BRADFORD" e Z5' o.C. STREET IMPROVEMENT PLAN FOR q0°00'00" 27.00 4941 91.00 `�� TERRACINA AVENUE ® Qo°QO`w" ¢5.00 lO. (o.1 45.GY> ( • ZEA - 15GAL. EUCALYPTUS nICHOLI I e 30' 0.C. FROM c 10°00'00" 102.00 17.So 8.,l2 MARBELLA DRIVE TO LEMON AVENUE � ® 110004'00" .v0 III.35 SZ.83 ® 110"'919" 332.00 X701 33.(oz _ TRACT N0. 13890 - 1 00 70.&4 35.4• QQp��S�NDfiE Ciy� APPROVED BY: . � DATE: d G 1l°�3 50 40 14.27 X1.2(0 CITY ENGINEER RCE NO. 2239? Q 23°0304" (I X2.00 47 .5¢ h 05 * DESIGN ACIDREASEt'I Et1Glt"IEERInG CO. RECOMMENDED of \''a 3�9� M.L POYYlOt1A8 CA 'J I-I R8 (1 4) foZ3-1595 A ` 0 23°03'04" 12QO.OD 482.78 24414K AVE. - 23°03'04" 1-10-042 0.0� 2 37 VIP- ,��� DRAWN SHEET q 49. ` 1C 05°lel*(o 27.00 ¢0.20 24.a8 �w\ ����' TC. 6 OF 10 ST�1F Of-L► CHECKED [.Lk,!__ �,a✓ R.C.E. NO 8205 �---- DRAWING NO /� A•E.0 . DATE /E-0-9f. FILE NO `/-3qV 00 PROJECT SHEET NO. OF-3C- CA.545' on ce. sly °lei sko 44.42 9?.Sz 1535 BENCH MARK NO. 138 1; CHIZ " o' WEST END NORTH H/W 11OnV GB' CULVERT *8.40- FLOOD CONTROL �N ; CHANNEL ON HIGHLAND AVE. 2/2.80 V.G. tom ' U EAST OF HAVEN AVE. doe o8. 20� p` + �+ ELEV 1498.83(o /SG.22 tr DN GlJR� nl N G.® T N K. G,. /(/E57- v p 2 WEVr raPc-�,ea N W 1535 Q •Q ��►. �.g o u OL9 cCoW/v F:., g 4 wmsr m- cuev vc. � pit p 2/2. 80 1/G. N Its O O � �• tP. /. O$ 03J O� � � � � N 1505 - o,o_ �2� N N 1535 . Ott nce. - to � v 0 0 � NN �0 Z � v � � o � 8o'V.C. N 1505 tlo N G.o,e,45 7-f km 42.4! M.ri.0 CQ ST TOP C444Z,5 �I. a e4 Sr/t oro �C 4 4 /4 / Od1 0 20 1C � p � O 1p• �N � � NtZ v roP ,EAs7' G7Jie� � -PROFILE SCALE 4 l62. 98 NH0IZ : I" - 40' j.a0'/o 0A/ C6bP41> VERT: 1" * 4' 1505 0 I 2 4 4 5 4 PLAN SCALACONSTRUCTION NOTES cc�� c III = 40' 41ZVE VArA ./ / - ',T 3"A.G.PVAI'T. OVER •4''A,d• DELTA Az L r g CONST. 8"CURB WI24"GUTTER PER C/TY STD. N0.303. 11 (D 90'00"aa 27.00 42.4/ 2 7.OD -� - l n vc ON5T. 4' W/DE 510EWALK P15 C/TY STA• NO. 3/O.03l/. 1 1' ® /O°¢5 '2'-7 892.00 /510.22 78.x'4 d OA/5T. HAMO/CAP K AMP /SER CJ7-Y 07-0. NO, 3/0. G /O 45 29 850.00 /59.60 80.03 � � Qi34 33 t° � � 32 � 31 � "SEE SHEET 5 OCI 35 I O s ONST. DRIVE � PP90ACH PE/C C/ry 5TD.N0. $05 Qa /o�4s' �N �8 0o 10Z-74 e/.73 Q 3 f U ®-CONST. LOCAL DEPRESS/ON P6M C/rY aTD. &0.518 (SEE STORM O 11 30-- l -30' - DRA/N PLAN) I � T N9TALL STREET LIGHT 5800LUMEN NSPV O ° Ir la' 18' Ir 39 38 37 �'N �IN �, �a� 9 I -- - - �9 J + x Il INSTALL STOP 5/GN. PER CIT STp. NO. 4O/ 402. O /9°53' 4O' 00+0.00 Q77.G2 /404/4 NN �� +�3- `� hyo Al.OJUST S.M.H. TO GRAC95. G /2. 2°1/00" 2.00 70¢9 65.59 t0 N N 8.�' 0 O _13 + „ 1 g1. ^ 30 13 AOJU5T WATER1/E VAI COVER 7� G/rAQL y� /a° 51'38" //�1.A� �}G•87 /B.ro0 1 111 ap * I (pQ.O(o 4d rlp.91 + . 12 PAINT STOP ANO STOP /3AR. ° I �} + I °� IQ Z09 43'27' 3B.o0 /39.o9 p I �,3 I N U 00 3 y�1 l5 AD✓UST STORM v/rA//7 A4 H. TO C7RADE x� 3 V.40 1(p 11'I$TALL STREET TREES PER CUfi6TRUCTI ON NOTES 0 5 6'p� 55.OYJ 00.05 � FUR STREET TREES. � CT. J (� '' F �lE TO BE InSTALL BY S.C.E., PAID FOR l ♦ h I 2 ``J -- 13 �.� F AnD CDORDmATED BY DEVELOPER a # 1 � � __- ._ iG1• G� S THRlCTY TRAFFIC 5ECTIO'1 ) o 63 R)� �► ' - Z--- _ -- - u Ns � SONTER-_RA 14 +r, tin� 2� CoO.0rp 5 2 4 J 40 coo coo + In5'fnL W 53 t 0 cn ; V V I tNcr 61 2 29 Q rl l'A Oko II 8 27 1 2 O O 26 f yO3 $ * 29so23 24 25 7 + R 3 � . � DESCRIPTION OF REVISION DATE CITY APPROVED. CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLAN FOR �LEGEND FOR STREET TREES SONTERRA COURTFROM ( # ( 17 EA. - ISGAL. KOELREUTERIA PAnICULATA 35'O.C. MARBELLA DRIVE TO LEMON AVENUE \� TRACT NO 13890 - ES�r�iIVA, APPROVED BY: DATE: CS CITY ENGINEER - RC.E N0. ZZJ397 Q�'O �sc^y��� `11 DESIGN AnOREASm LnGInF-ERInG CO. RECOMMENDED uj x I 0 82C�2 ,i►t ` M.L. 58A n. PARK AVE.M.L. A�M` F•F Pom0 nA9I'7G8 (-1I4) (,Z3 1595 9'3 Q DRAWN SHEET Q �1► �����\EOQ� T C. 7 OF 10 STATE OF CP CHECKED0 DRAWING N0. /GL4�'r RC.E. NOV-05 /�qo A.E.C. DATE M 'fJ�d�y FILE NO / PROJECT SHEET NO. OF-;M0- B 121° N ® METd.L 13t=taN! FZ�a IL.It\7G. - . � - CSCE SHrce-t 2. oP- Io 2LAr75rrtrM t2ItJ.L21= Rs 1L I �Cit l,e.f2p 1Z01L. COHIfaIE_G'1-1OtJ IE1� ro 1'>a RErAoyv� l; (�11-k SIpES) C[a� -Tl'2�asS. S'T'i7. �eTJ-G NEW CONC. P.SARRIER M&M EXISTING ',STRUCCHAXN TURE 6 TO BOV E REMEC CHANNEL WALL �W CT'Y'P. � L3oTF-�t• 1=�c�s off• 1�R1'aC�E� 2 12 24' - t r 1 'r II I / v F M I II HIGHLAND AVENUE ' - NEW CONCRETE --- - - - - - - -- - I BARRIER BEAM' 1 r LINE OF NEIN NEw CONC• COLUMN sS I I I, FOOT N6 BELO Tor of TRANSITION WALL W (TYPiCdL)-EX15TIn16 �TYP) I I (TV) Cr COA1,4NEL WN-L -EX15T1�16 I it _ p 4,-2,. I NEW OLUMN TMP (VP CAL) I -1 / I � �, ��o, I CTYP 9 I I E51MILA,R EXISTING SLAB TO Remdtn 5 2!" LINE OF NEW • : GONG. EX15Ttn16 I I aL�' CU 3��Jr CONCRETE r0 5 MILA 11� x t t CHANNEL I ,t ® *itT � t'��M NEW GONGT! I 12 �T / BARRIER BEAM I�-.t��, F NG f" E ? I I EXISTING .l JOINT'S CSEE SI}f'. -f-d*- 7p) I 24 .� CTYPICAL) I . I I I I 8 _! CREEK CHANNEL WDEER NEW CONCRETE COLUMNS _ �- - QND F00TIN6S BEHIND EXISTING z m)'LLS CT(PICAL) Z I- NEW CO ------ Q COLUMN BRIDGE CONSTRUCTION AND SHORING NOTES: IQ V BRIDGE SECTION ,A- A 1 . All excavations , shoring and trenching shall VERTICAL R1-toMTA - I" = 5' comply with Cal Trans Standard Specifications, ?0 NOITANb Cal Osha Construction Safety orders and all L- {" = t0` other laws, rules and regulations . 2. All required shoring, its design and detail , ? shall be by others and is not a part of this '$ design. The shoring design and detail shall \ ftK �� t�clt�>5rz4 be prepared by a Registered Professional {SAIL To FSE Engineer and shall be submitted to Cal Trans M�tcfl for their approval by the Contractor , i NEW CONC. BARRIER F3EOM {rXtST1N6 STRt1CTUREcsn-t- 3. Footlrig excavations shall be inspected and T(F►cAL Tot3E REMOVED approved by the Soils Engineer for compliance with the footing design criteria prior to �I TMP of TRANSITION WALL HIGHLAND �I � I � pouring concrete. Backfilling of excacation (TYPICAL.) - EXISTING AVENUE t-- shall be as directed by the Soils Engineer ` � - --- - -- ` and shall be compacted TOP of CHANNEL WALL ----- ----- acted as directed to obtain p (TYPtca)- exisnN6 I� ' ` `� required soil compaction . II owner 4 . The ownshall employ. � II. P and provide a qualified full time inspector , subject to approval by I I Cal Trans . IO Ebf ISTIN6 1St 11 ( X ISTI9G SLAB To REtNNN Cti-1eNIJEL E � construction note: EXISTING BRIIOGE 5HALL BE 5HORE0 F-YISTIWS "X. JIotNTS ( _ DURING CONSTRUCTION AND 514ORIN6 5 - - - - - - - 54ALL REMAIN UNTIL CONCRETE Y �s 5 STRENGTH 15 ATTAINED. UJ D W \ EER a:CHANNEL CREEK Hew TiMESF� (� NEW GONG. COLUMN � M���S a�� (Tyr) 10 oQROE S! Nql I No. 2796;=m BRIDGE SECTION B - 13v, * Exp. VER-TICAL - t" . 51 , I �pP��� �l'f �/vl \Q' HORIZONTAL- i 1p + SI-btz t� AT EZ1=1Kb2�IC.Eta t3neTL t t=1� >aE,pcvt \ / I �! L� s+erz I NG t NAtCATEa Is 6 EX 15TING I +I '�� �oN tTzoc�orz St ��- f'Rcc Tic T=,J �•_ 19ARRIER BEAM 12" Q ctx�►t��-� - EARTH SI--101•ZINra L1.K� FoRMIntF L�ET41L.5 4typ S��LL L LA 1r2C�V10� .IuST1FYtt.>,G STRI.ICTUfZAI.._. CALC`'tLATtOtyS / !�� ( CZfvt IT C--� csNt� NIS cc"- LINE OF -� / �k LINE OF NEW to 1TZACTof� A Sc�3=LY RES»t�5113LE �� � NEW FOO N6 41-2N I j / CONIC. Cl1Rt3 I gRIOGE DRAWN65 ARE IN ACCORDANCE WITH LXI5TING Ad�QUAc�r ot= L1LL sH4L�f�,�G AN>D )=Tp�M IN� . BELOW (T P) HIGHLAND AVENUE 15RIDOE PLAN - 5PEC. Na DAGW 09- 62 `1'H!= s�►orzl�t6 b�slcN 4�c� tTot�s S�-+�s��. 8� / g - 01 ; IDISTRICT FILE NO 255/101 REV."B' �n16 N 6 ErsT OP TTn1S�rz i'ATI Of1) �` I 21tt �1 Fo2 (�Ev16 a�� To -T�iE NEW COLUJ N �. C'>>c CdNSTt2lJGTl01t� W P121C'�RTO GoMM�NGEtvIEN"=- `� C-3UARCJ Fi,�IL CfJNN�GTIOIV Q�}� 131.1'1- ^TM4EY s�o�� HOT a� l �Q Q c�.� tnAti� s-rn. .4`e> -r- TV-4 CT�rPtcc.� 1�E G= 151f3LE OrL LtAf3t_E F�t� '17+E LIQ yAGY L �• -E!,0-1-14 tc►�1t�S OF t�laCE REPEREnCE!S design notes : of � s1+ 116. I o@ I 9Arl R�ERnAr\vino CO. FLOOD =11TOOL. 1015T I J 17e5t n 5 eclficatton5 : Caltrans ive.5 n 5 ecitications Manual NEW FOOTI G EXISTING G U.9. At�l't"tY GORpS OF EnGInEEKS PL•At'l5 FOK 9 P 9 P (TVP) I CHANNEL WALL NEW CONIC. HtGHLAnt7 AVENUE t31�1raGE 1183, Amended to I988 0: I column (vP" L�a�Er� C 2t� FZ41L PEt2 C4L 5 PEC. 1'10. L7A C W 0 q-82 b-00041 I NEW CONCRETE 12 © -rte 4�s L- 6*1 -01 4-1 1-.1710T. FILE '10. 2jci�1011 KEV. l HS O.44 i 1=T BARRIER BEAM L-L E lAhpCOVEID 3YS. 5.CO. FC. J. 0 A>�Ec� ►,lo-r+=s �-. b�-rol�-s �u cn��YL�•�S 2. 5TRUCTUKAL- CALCULATIOn5 IFOK 18'X 11' IT.C.1b. S, o ;rete Sttre S EIS Do Cvm essivc Mren t!, vc•Sew i 94 N X411 �2^ 'n B CITY AT HIGHL-01 7 AVE. JOE •# FOO-1 0A?ELS � � �� AIIow ble Compressive Stress VC 61300 psi. � � 4 I DESCRIPTION OF REVISION DATE APPROVED. 80 pr 4-24-80 (CONY ATTaGHEP) NEW GOW, I 21 Q fESSIpN CITY OF RANCHO CUCAMONGA d. B„gILgrment Ste41 s A�TIIA A615 , Erode 60 COLUMN ��Q��� t� ANp,�F�yc Allowable . Tensile 5�ss fs - 24,Cbo psi. W - y �� 9�, - HIGHLAND AVENUE a z 6. Minimum Concrete Coyer Shall be S Mches,Unless Otherwise �, � G �,�D \o) I 1 No. 8205 Shown. NJ q-00 2 of _N I �.00 ± 0 9.00 ± BRIDGE PLAN 1� l:xp. 9-30-92 anent 8a rs'Sho►11 be S}a eyed.The �''' d -- t8.o0' GL AR sl�l 0 Splices in Ad aeent Q +vl�- ��►�� (r. ein oree M niihvM Distance, Between Sta"alred Splieas , 8ha11 106 Aht Eos CAUF� Lenqth Required for a lopped Spllea in n a 5t. TRACT 13890' I PLAN : BRIDGE WIDENING @ DEER CREEK CHANNEL APPROVED BY: / �L _ ' RCEna. 2239 T. All Exposed Concrala Edges I Shall be o► MlnImurn As %Mh I ,, , CITY ENGINEER CharnCer. Scale: 1 = 4 A 4?UAL,Irtev M4L.L.-nME DESIGN ANDREASEN EN6INEERIN6 Co. RECOMMENDED W%1750TO1K SU*-J56'1- TO STATE'S Arr"VA),. 1p. 40r1T•�j* /1 q- S. Allowable Soil bent ing Pressure : 5000 pOf. M,L • POv NORTH A.PARK AVENUE D4A 41� PC)MONA, CA. c5I-7GB DRAWN (-[14) 623 -1195 SHEET T.C. 9 of Jo CHECKED DRAWING N0. R.C.E. NO 8205 ���� A.E.0 . DATE �qG FILE NO / PROJECT SHEET NO cl 0FA 5ociTK En T Corzutm OTI 04 CA1L_u r51 S;T�_ t g11-S conn 5rT10r7 of _s�E 10 GoLuMN To VARRIeF, ' s, 14" 4.40, KEYNOTES : • e e I I 11 I=a SAM - SEt; 13 . NEw Gor✓ir3t uc-� t '� �- � t5 LSEG �.L. 1 Remove existing upper 3 + of existing Head- To C v nLc g o vseo �tlir/1c�C Wit_. I O sNRe wall , concrete only. P N A Prt P 5 C ) ' ter-•+ oR 2 Existing slab to remain - 15" thick. -100.04 j I y� t-frame 1 ►I;i. to t9 3 Earth Fill - including Base & Paving - r l=rcc� .e T- �"` 98.31 • • ldj I 12� jEE© 1.5�� I � - 4 ' - 0" MAX. .� 8.05 — -r•ate C•LR. FTG,�� -�-b-t 92 � •� : ' O New Concrete combined Beam - 2 ' -8" wide , EAM � 0 See (D I — — — — — — — — -- -- — - — ,j� l'l Eictsztur~• I � Expansion joint material at channel wallID where cut . :pvxy Goat Gxi5tIx� Fet%hs after cut r9. 131�2tZ�CR 13CnrL I II�aE 92.54 12 _ , � � I ,dt3olrE. � 2�:-e• 5 6 New concrete barrier beam, See 40 92.2 • _ • I f 1.2� Igo• �9 7 Remove upper 3 1/2 ' + of existing headwall , Lmoo , 1'fox 13 _\ I_ concrete only, ToP a ox s 5 4 I SEE FoQ to g Earth Fill , including Base & Paving _ CGNL)EGTlOL1 O 9 g - 19�b'ee�Art SPAeJGI(15151SCt_ LJAt` ® : .G �' oo• 4 ' -8" MAX. r SKEcJ V!S'li UCiff I� __ ' _ _ • I I New combined concrete beam, 2 ' -8 ' wide, t NcLJ O-9 See (3 Reinforcing existing in barrier beam �cJ Cbi_JlrlU ; to be bent into new concrete, typical . C3 A RS 2 2J"x24" r3`Lor.J, c= 12 � I��S1Ctit�l_ �ot:1�t"t'►oF1�-"e�ZRlT�.2l� ii _ 10 Existing barrier beam, remove concrete to EX157104, FSL-EVA-TI0K SeuT11 StO` - EXl5T1 N4 � : _' _ I �\ Q -:{. � = NOCZTK StD� - C�CZID�c �11DCNtnt� extent shown; do not cut reinforcing bars . pr✓i•J CA{�Utm—r1= 1...001<0h1CZ W oRTH AT EO�iC 9C-t- -t - r— ZATz_2tcsz mE:AK I 8 NTS• 11 Beni existing vertical bars as shown to N.T.S. 2- •g r3A2s - e,�_ I N have 24 inches long horizcntal lap (or hook) . L-_ 12 Cut keyways , 4 inches high, 1 1/2 inches I 1.Ext5Tlu tiftAbtS SNo.Jv /1eRotj goy _ _' .f 41-pi1 � deep (to steel bars ) , continuous . Ex1STtN � to ?• PRoPoSLsD C�RAD� LINE Ac(Loss qox A-r F[o.•) LIVe a RE►tJF:7RG1►_1 AT Go 11 1WCID Ct� 1JCRE �� t3Ct ® t=ooTIN4 � 13 Sand blast all existing surfaces to roughen NTS RbTInt6 and c can-- !a'±deep. 3, 001, eoJDl-Crovt - MLGUATraLIS 14 Install #5 dowels in keyways, grout solid PL Ate S JP C'or -z troLu-ti-i �=ooTt'1-)45 NTS into 1 1/2 inch diameter holes, hook ends ; space at 16 inches on center along keyway. 15 #5 dowel @ t3" inches on center, grouted in- SoyTH we�T ExtSTtrl BARRtt�g to 12 inch deep X 1 1/2 inch diameter hole, EXlST1Uc TL,��I3.-WALL_ Foo-rt04 - - �EAt t GottJ�R (321Uk� extend full height and hook. 16 #5 dowel @ 12" inches on center to existing barrier hcam, grout into 1 1/2 inch dia- n 0 I �_ N12� TU�ULaR t-tses►at� Ro,tL, p meter hole X 12 inch deep holes hook a5 shoran. • ro-A I r7�A ��T.CuR(3 co.L-nzn►.ts sTQ. '.t� 73 t7 - Si 17 Horizontal bars are continuous and are #4 t�nr=�. I / AT W o.c_ r.1�x. 9, =U-r I bars as shown. 19 K ttYwA*Ir 4" K tG" n e,"w im- I i v • • I oe co,•- 31Jcb g 2=oc 8 #4 hoops at 8" inch on center, fullheight . � GoUGfL=Tc CSS. AN1 O� - I _s � _ 19 Slab reinforcing is #5 bars, top and bottom I I 0 . 101 14" transverse , @ 6 inches on center , hooked TOPHEADI,•�AL.%_, D PRoPo46D SVR"''AL�f;FL� -� • / / Dow>=t_s zo t=T� I OAK LAYOUT- 1-Y ICAL AT*IAD. and #4 longitudinal bars @ 12 inches on �axVJJg = I LAF- Si" Mim. AT Sr1L-1GM + I � � 5EE SEGTIC I FOK '6,C 1W center , each face . )oo.ta2 - ( NP-AR THE �nt7 FAn tkARa DY -- ioo.38� • "nc rtNC 8t�w ^,r V> t"It<c__04A -L- I I KEt7t,1GInG vACInG DY OnE-RALP 0 20 #4 dowels @ 6 inchs on center hooked into -��9g 9Q I AT *�� =tom - barrier beam or main slab: extend 18 inches I - f- - horizontally into top of side walk slab as 9b•3L- --98: 19 • it T►ES 6" o-c,(ct_/Sr- �. I '� 3 tr 'FOOAEMOR�o t rt I-.-� shown, typical . 1 I�c�� coLUI�I, : 91PEWAI.K ;l dc.F� I EKISZt�� r-.L . ExGEPT SPncC la" I r n A�vE - N it- Gu ( I ►� - p -� I 1 �• 21 #4 @ 6 inches on center , bottom of sidewalk -. OPEN �.`_. slab 95.41 — —'� — — - — — --e's Q 0r -GoWMN• I -� SEc 9 °, - 22 „ 84.22 GOL�TI N SA=G T/oi,1_.- -�- COMr3I WC-P 19M �W -' Q #4 full height hoops @ �, inches on center 93.98' I tlb 1=� dl N 9 in barrier beam. N.T.S. /Ff, T. riox © _ ' •�• UC A� R�T �^" 2-#4 longitudinal bars as shown ( 12 inches ToP ot- aoK q RoWE .SA-Pra-A'S-DETA[L OA130VL �� 5'_4rlF , Fooil>,rt on center avq ) , - tee � ��, oonht:cllon I smi " CCC�1 rc AS A13OYE V I �, II r ,} 12 5 2-8 _ s,rffs,� DISTAL)CC 3Tte5 � G" o,c- 2 - 12 2 b - m I l•iG0(,. 04 #3 Ties . t-o 4-2 hl.v 1. E)CGCPT r SPALL AT F -F' !o I 25 Cu+ ke wa s 4'Wilt x 2"U x 8"Lon (P tG"O.C. _ 2"._.o.G. 1=o(Z S" I t r raw Gooca -TE, MArtr0etz %M O b y C- 1CISTtFJGL ELCIJA'Ct0�1 AZ 1JORTu SIOt= - FfZotM rSa-i-rall d, 'toP ! rj �L� Si=is O Fort i-ooKIUC� SouTtl AT CDL.(r (3CAP'l OPGOLUMN : I 1 ry- CG/T a.� ITilCK CMAl_1UCL WALL TO C,00uC-G7/OU 1 - -- � . ( , j t2-•8 r3AR5 �f t• i I -- _ C-HAP1)CC- I e!-0' cILEAM G tS- T o P' ,CLS 0 t� I I�IErJ CoC U MtiI t3Gl.OW 21 `�xZ4"� SEE l`1 t , t=_uts-rt�y �tzeo�s suow►3 Acaoss 13a1� _ .._ `l ---� 3 ocl'DlTtot�is - 5/ ' I _ - -Z' CL6^2rTYPICAL 2• PCLopostt.'D 4RADCS SNo&jo Acrtoss l3ox Q Ft-00 Ltoe. ` >JE� _r ID GOC,LJ/"rQ SLG 7 L— -- N��I1I Q QIrA1�1 ; . t+s�1p Goa�t71-Trots - ct_cvA�ro�r "" AT Gor-lr3lcl�-D r3EJ��-t - v' O SUPPoR T Got_ � C_-oo►lN�,S N.T.S. N•T s. 2-#Co OAKS-EACH WAY I II 4-- �40 BARS I Tot' � WT70M ToP A GoTToK GoLL1N�l, SEE Hoax En�S Go0-T.1t,1UOV�_ pl(1t ESSlpN� ` C�C-cJ M rJ b L r Al L Q INSTALL FloopS PcR IB IiGt2K Irt1D5 I • - • • • To gun or= rs�nr-t O ' _ I Cc7�)5_T2vC7�o1, I - yQ���,� R. ANpA��^yy �pFESSIpNAIF ( overt cot-u H0) � aN � UoiJ3T 4-#G IaJARS l rn TOP � IDCTTOM _ GonT1nuou5 `� No. 8205 ` CoLc1 r,►.� Dot,JEZs, i'LAn HOOK Enn5 0 • • m _ SAmC-' 5r2E If AJ(J"rsem COL. Exp. 9-30 92 �� sr� ctvrL TIES A5 = . ' � /s5--Coe.v ,�I U r3A t25 � � FaQ H/S.Nb tz,4t� 5>?� 2 G a E 0 �4 p - EXTEh1D ttorslz t3nrts - C,�p (gGOL• I �2tt. LAP .30" 111 Got_. O O I+ooK t3oTToM IN eoE_, I q l or CALIFS OF CALF To VCUh KOoK, TYPIGAL CvWM►� 1� _' t� N RAR.$ WU r. - HT w! -CIEOF 12 �'-_ .. : • . I 23 I'l•L'Gc9AV_ QDbt� !�� �- t7ETntt_s t�R c�L-Ttz�r`1s �_/C-9 2- Sx SETS AT �L-84TOt1=e G� Z'_pp 'Mtl� G X157ri�4 l=oo-1 U4 -- . _ . • boa1�L5 - !i` o,c - AT IZ"O•c. 1�'TTOM Ota C--G�TI�� l$ I 22 C Y END of ExISTrr.►fi nEArl -IY� - . - 1 13 DESCRIPTION OF REVISION LATE APPROVED. uJ CU K•YWAYs As �- l2 r 11 �00-CINGL SCC-CION Sl�t.O-tes)) � COLUMft1 •. -- j� s "4@t2" PI�Gc SAK - A S S trow� 24 � O.G- s �� zt z° = CITY OF RANCHO CUCAMONGA lirA t 8VERT L7 42rl t;Q 4- *O X sp LVWLL9� COL.To 9LAD AWN to HIGHLAND AVENUE rATt11D up TO MIMLE Or IV gLAt> 14 - Zr � _ B �+ L12 • N.stDE lof OF G01_ �1 3-�3'[tcSCTt / 2i , 2_23TIE5 AT 6n o•G.> �' . •:• JI 1� • BRIDGE DETAILS sg0r..lV, °� 151M16nlZ 1N ToP S` 14 ' \ ExG�t?-r SPAGC AT 2 ot: co L, _ ON CC-NTE2 1=oR 51 }5 • - • t=MO K Cab,To K cr_ ToP_ - _ - , 3 vL = 13 GOL.UN1LJ Ta eay. ofcoLuMn, - `� uEw 9 5"9 6nas @3" « N 19 _ TRACT 13890 - 1 MArLR.tErL t;CArt - _ - \ 13�1RS O•C• d 2" 2 - B t3A2s = - -'�_ APPROVED BY: / ' ' DATE: f2 �' j _ - oil - '\ `'. s D4 ) 0E-,z (3 Arzrt%S Z rSgEA t-, 4 Q ALK AT CITY ENGINEER ( RC.E. No. 22397 d - ( !o ToTAL� EX15-i11�1l1 I t . 4 �V GoOTH SID ` (=clt_L %A r- TO WITHIrI 4'r _ DEGK I I ':1 Ir DESIGN ANDRE-ASEN EW?INEERINC Co. RECOMMENDED 0f -TOP. O p *LAE; S 1 M I C.n D. G�e_tt r �' CI3 - NorZTK 'SIDE. ' Z I'DIC pC;ArGIGj r - _ _ _ 580 WORTH PARK Av>✓NU1✓ Y_., or►n� , E II - - _ - M.L. N.T.S;. POMON4, GA. oi1"1G8 _ DRAWN (-714) co23 - Ic " SHEET � 1� 2 - EXISTIUS 8 R�IARS T'C' SOF 0 12 �OL�JMlJ sC=C%/fl1.1 @ 13/1arz o'Z r7�AM — CHECKED 82o5 DRAWING N0. r7 R.C.E. NO /3 90 NTS. 1 �CINFor c I�ct AT Go1-A (3t lUa'o ;✓o uGRa'T�= �- � I-1 trl-r:s. A.E.C. DATE � FILE NO PROJECT SHEET NO0F—ZQ Q I rKajerT HIGHLAND AVE . LImITS DETAIL D' HIGHLAND AVENUE CLOSED (DATE) TO (DATE) 4Gt� H-3 4, 5L-A \ Glq �nETAIL KFn / ON ORANGE-. BACKC-)ROUND kE1lyON, . WAY —WOODR(�FF PL Y C54 ° G28 'J FAI RMONTG36 WAY W AN B Q 5ENITO /9''� TREET AVE C2��- Y_ W G It T Q G 5A �- - � g 628 yj 41 T Y G 34•(LT) � u ii •4 I IGf( __.. DETAIL A o C5A J . w, ...�• .ti -- B SEL/�t/� ti 628 TYPE III t�4RRiCADES o G3G 500' 100 400► 0 2 I MIN. C5<f -AOR I A 256 I . C18 J�� P4R G28 f PE S C 3 ) WA- CI G1�1 7� T't N ( ) H IUt I LAND AVE. YIGTOKIA sT C 5A C5A G28 " �� G28 a J-4,6WRT) ItcMorrt DETAIL. C � lU FA - - J w-41 (e)L►ST.) W G � Q so(/THE,Q �Ac�F�c R,gi�.Pa�ao DETAIL. D " YAi_enclA COMSTRUCTION NOTES AND ESTIMATED QUANTITIES DESCRI P-T ION O-f AL A A1 INS�AL_L_ -1 YF-E- III BARFK1(�ADE 2 `A DETAIL ►� GOA 65A DETAIL "CSI Q Z iNSIAL-L -1 YPE C I SIGN ( DEIOUR AHEAD) G2b 612D iN`o-T AL-L. T') PE -C2 S16N ( ROAD CLOSED) - EA cv� G� •B�SEL /NE' O _ -- _ INS- ALL -1YF'E E5 (RT) SIGN ( DEZOUR - / CL SiC­)N (< DE-T0UP) En IN S_l AL1 YPE CSA SIGN (UE 1 O )R) 2 E A V NST AL_L_ T (PE_ C-1 SIGN (E NU UE:IUUR) _— 3 EA /.F'GLV`YGYE� ST _NS7ALL I YPE C3A SIGN (ROAD CLOSED 1-0 7 HRU TRAFFIC) 2 EA - 0 si IN L t -1 _F'L C 1g SIGN (ROAD CL_0SE_D AHEAD) 2 EA /NSIALL 7YPE C18 S1GN(ROAD COAISTRUC714N ANEAD) ! EA CSA I N S-1 A L_L_ -1 YPE-- CD_Zi? S I CSN (ROUT E 30) .2 634YPE (D34-(R-1 )SIGN G EA CSA NS�AL L YPE v34 (L _TSIGN (E ) Q LA 230 �I ,N T --------- EA 8.45'EG/rVE , ,� NSTALL TYPE R-I SIGN (STOP) 3 E4 -` iN5�AL1 ri-3 SI�N ` r�iCHL1aND AVE CLOSED U`�E KENYCX WY ) E11 Q i G 20 W .Pow ---- ►� 25o N N`,� <Zi"L 1 YF'E N MARKE.K � EA N Tit t -Yp # r t6 tgAt- A4t_At7-} -- --- - - _= -- 9r Q h C"yaechr sT. - STPEET SSA --- _ _ CSA /4-;O/'Z 250 1 C 5(RT) ` G 3a/,?T) — — / r f/3 C5AG 8 ( NOTE W Ih CONTRoLCTOR SHALL_ INSTAL.I__. .\L-L_ SIVNS AND BARRICADES IN CS9 ACCORDANCE Wl��i CAL_TRANS SIANDAFZDS AND SPUCJF-ICAT IONS AND DETAIL " 13u �" P� COMPLEf�EUOVE THEM WHEN NIc-DHLAND AVO E. CNSTRUCTION IS DETAIL_ A o �� F �J oR' O DESCRIPTION OF REVISION DATE CITY �3 111 ADVA(iGE Of (-�� APPROVED. a CES EKnIVIP1✓K cyEle sT CITY OF'* RANCHO CUC MONGA �uTk�UNfl) 25o p G5C�'�) I re N (0) N -JL G5 (RT) � PLAN --/AVE: Y �A 'COOT/- /LL 3� HIGHLAND AVENUE {G1,A -- _- -_ - -- - -- - _ __ TRAGT NO. 13880 G5 ekT) �, ' ALONG, HAVEN AVE, BASELINE RD.) M ILLI KEN A\/E. �- G 5A GSA �- '� �•Vr'a�� '�' .1L �/p. � DATE. til APPROVED 8Y �� /G G (RT) 6$ t4 CLT) - CITY ENGINEER '`'�� R.C.E NO. / DESIGN AnVR5ASE(1 F_nerr_c:fz inn GD. REc"N'ENDED E - — 5tr N. 'ARK AYE. MTAIL n Fn DRAWN MmonA,GA.R1-7&t SHE E T OF 1 pETAjL �� +��� CHECKED `� DRAWING NO I --- �?�-• �-�— K G•�.1320g - - -- vATE z- - e 1380 ll 3o BENCH MARK NO. 138 GENERAL ROTES CHI Z' O'WEST END NORTH H/VV 1 . CLL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CULVERT*8.40- FLOOD CONTROL ITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFI- CHANNEL ON HIGHLAND AVE. CATIONS FOR PUBLIC WORKS CONSTRUCTION-CURRENT EDITION . AC NO 13890 2!*' EAST OF HAVEN AVE. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. ELEV. 1498.836 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL I N THE CITY O F RANCHO CUCAMONGA BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OF CON- STRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT- OF-WAY. Al 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PER- FORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 3D1 �I � MATERIALS AND/OR SURFACING . 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUB- 12 181 18' 121 MITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING . i 1 j% 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH CONSISTS N OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING - BANYAN STREET sl��;y4�,�� �t o� , M. 11 ALL ROCKS WHICH PROTRUDE ABOVE THE SUR-GRADE AND ALL VOIDS OR 1�7 EL t:�nl� _ SLot"� �' DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A B�� 8"� QUALITY BETTER THAN THE NATIVE MATERIAL. 4- � 4 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM -� I 1 . ' RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 2 2 \ DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN REVISIONS Q �`J TYPICAL SECTION SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. �� I d T.I. = 5.o R = �O 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD u H FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE Q Q V C� TERRACINA AVENUE p� E�-� Q �I;R �tArJGHp GUGA}vION6b. CLEANED UPON REQUEST OF THE INSPECTOR. �� FIKE FROTECTIOrI nICJ(R(C'r SERENA PLACE 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING .0 p W B ELCANT REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND Z a Q 1 W 0 DRIVE WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE INSTALL- U 1 CONSTRUCTION NOTES & ESTIMATED QUANTITIES ATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE `Y CA ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND /� oR /� -CONST 311 A.G. PAVEMENT OVER 4!na 4�,32� yrt STANDARDS. remor�rtAR�r 11. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL �_ ^tea„ 2O--CONST. 811 CURB w/24" GilTTER PER CITY STD 303 217 �.(` FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY MIRADOFZ c v RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT (� °R/VE r SUCH FACILITIES ARE SHOWN ON THESE PLANS. � ' GR IN. �¢ - CONST. 41 WIOE 'SIDEWALK PEle C11Y6M. 310&.31) ftiq 5.- 12. SHADING ON STREET PLANS INDICATE A .C. PAVEMENT, DETERMINED 5�--��' (01 WIDE COFJC. AS GUTTER PER CITY STD 308 BY STRUCTURAL SECTION, TO BE INSTALLED. 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. , (INCLUDES MOr-IOLITI4I0 CURS) PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF �� � 1p GoNST Z PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND SH ffT �^ HANDICAP RAMP �:R CITY 310 CA- AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES N : �ELC�911/ O ' C.otJST. DRIVEVVA•Y ArrROA47H PFK CITY STD ? (W PER PLAN) Il,1`70 0-r.. MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR OFA CJ J `J VERTICAL CURVE AREAS. Ic r� C a $�-CaNST. LGr,4l- DEPRESSION PER GI'TY5Tf7 51g �� 9f14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, `/ SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL �Q �� �tIJSToLLSTREET LIGHT �SaoL II CA. BE SET AT ALL HINGE POINTS, EDGE OR PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. �� /O IN5TALL STREET NA,ME 516+1 PE1e C17YSTD 401 1102 . 3 eA• ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED W W AT WARPED OR VERTICAL AREAS. N N // lW5TA.1L_LSTotPSI0*4 PER_GIT•fSTD 4011402 Q EA. 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS `' '• w U RrA.INT STOP rr,ToP B►�sR /� , STERILANT REGISTERED BY THE E.P.A . FOR USE UNDER A .C. AND P.C.C. W. , FA SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED ACL1tIST WATER VALVE Go,iER To6RAPE t:A RATE FOR THE FULL PAVEMENT WIDTH PkIOk TO PAVING. LEMON AVENUE . 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE r 1 O/¢--AWUST MANHOLE TO 6rw-_>E G� EA CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT I!0 INSTALL 516N 'YY'3'5•A' PER CAL-TKAN5 STMDARr ! Ea• SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE / CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . Il IN5TALL STREET TREES PER CONSTRUCTION NOTE5 FOR STREET 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION . a INSTALL TYPE G2 CONMTRUCT 4--,, TREES. 42 EA 18. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL > 15vIA, GTEEI- 516t4 PER CU-5--[ 1 IIA - BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR Q PIPE Ij ADJUI T 510. 1O i!WtAB I EW DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND pJ5?AU.GN/►iN EONIOF AGGREGATE BASE, z V 23'WITH LOCK 0 INSTAU, SWING GATS . K WrA,ICA" r eA• 19. CONTAACTCT ALL UTILITIES ARE REQUIRED, 48 HOURS PRIOR TO EXCAVATION 1,. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: v (SEE UTILITY LISTING HEREON) WIL-070N AVENUE Q WP rcz.Rm4e, 5YM STREET STREET TREES QTY SPACING SIZE OC 20. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL w `-�J - ROAD BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TEST OR 3 > 1-- ^^���J �t CLOSED 5ERERA PL. KOELREUTERIA PANICULATA ZI 35' O.C. 15 GAL DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND Z W CHAFFEY _�/ EQUIVALENT OF SAND BASE. � Go�IEGE a cc TERRACINA AVE. PYRUS CALLERYANA 13 25' O.C. 15 GAL. 21 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND ,- GTEt't._ L'AC. PVMT _ �J "BRADFORD" PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR BANYAN STREET Z cncfrhq TO FINAL PLAN APPROVAL) . PIPE ( ) Q��EE pRvOa� FTC BELCANTO DR. EUCALYPTUS NICHOLI I 8 3CJ O.C. (5 GAL. 22. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PROJECT o �`' PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY o Z LOCATION LATERALS WITHIN THE ROADWAY HAVE BEEN SWING GATE y INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND • /� ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED MARBELL.A DR, d�TAtL.. /�i "� 9-� TO 1115- Irr-_7fo.LLED �•r S.G.E. , FvWV FM D AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. HIGHLAND AVENUE EXP AnO COOROInATEBY 'THF DEVELOPER 1; CtV��.EOQ� (TNRU G{TY -m6FFIG section) �ILI Sj�TF pF Cs& VICINITY MAP PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR I STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE CONSTRUCTION NOTES FOR STREET TREES I RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING DESCRIPTION OF REVISION DATE CITY UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS APPROVED UTILITY CONTACT ( REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS 1. All street trees are to be Placed in accordance with City ( ( SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. CITY OF RANCHO CUCAMONGA PRIOR TO EXCAVATION : Standard 601. I ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON Os- GENERAL TELEPHONE COMPANY (714) 983-1811 2. All Street trees shall be staked and planted according to Cid - _ 1 RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT STREET IMPROVEMENT PLANS FOR ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 207 W. "D" STREET Standard 05k. ONTARIO, CA . 91762 HIGHLAND AVENUE IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE 3. BacK-fill mixture orallstreet trees shall be per the U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS-- . SOUTHERN CALIFORNIA EDISON (714) 983-1746 422 N . SECOND AVENUE recommendations ofan agonomic soils report furnished INDEX MAP UPLAND, CA . 91786 to the Citi Inspector. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE SCALE: I't 200' CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL TRACT NO. 13890 - L SOUTHERN CALIFORNIA GAS CO. (714) 984-1281 SAFETY AND HEALTH REGULATIONS' OF THE U .S. DEPARTMENT OF INDUSTRIAi APPROVED BY: DATE: A 570 W. FOURTH ST. �RELATIONS "CONSTRUCTION SAFETY ORDERS" . ' SAN BERNARDINO, CA . 92401 CITY ENGINEER RC.E NO. 2239-7 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESIGN AnvrEASEn Eneineenineo CO. RECOMMENDED CUCAMONGA WATER DISTRICT (714) 987-2591 4. No street tree Shall be planted Where the Center of the trunk IS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF vE:(z 9641 SAN BERNARDINO ROAD Closer than three feet (3 ) to the face of curb, unless otherwise CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND M.L. 580 h. PARK AVE. 041 D°t� PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT Frmona, GA. 917ro8 C114)623-1595 RANCHO CUCAMONGA , CA. 91730 DRAWN SHEET BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL 5. All sheet trees am subject to Inspection and acceptance by file 'City BE INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS T.C. I OF ttfl�ItiCefi FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH CHECKED DRAWIN /Y4,THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE _" R.CE NO28 05 i NEGLIGENCE OF THE OWNER OR ENGINEER. A.E.0 . DATE 10-11-0 FILE NO PROJECT SHEET NO _ OF 30 M1.41 PI.13.so� 0 1 so v.G. jr &A °/ I V (P.1. 13.41 ) > %j u s n 142. 63 V.G. 1575 $ _ s N XPi �08. 85� BENCH MARK NO. 138 8p V GHIZ't]'WEST END NORTH H lV �t �, 5 58 KG. CULVERI8.40-FLOOD CONTROL o.-rs•�6TAn.6R. IoenTlcal, 988 CHANNEL� o .= n � �,� � aNC� (P.z.47. 53) ��� BAST OF HAVEN AVE. ND AVE. +� h0 O N ? �o•Cc� Y.G. �1 �� ELEV. 1498.836 tt±: 6 E. rt ToPSit14 N#.dl d N 42.0.5 ✓•C. EAc RB v ti 0 `� cam- rte- + �N P.i. CvB. 1575 ''� a s v N ;N 4 $ E:It m v: INA- 110.t1� TOP 1 + � � ^ � OP EAST V.G. on Gia. p tt1 T (t?I. 14.44) a h � . CURE a IUA v sc �q 50' V-C• Al CB. N IL (el. -tl.,*) m 1575 � 1 s � �e v (P3 � zAnr ?o` 1545 1.20.1• % 8 qq ?96 y, O� `q %N ' ons. C.6. cl, NI O W. I`t .90% O.&4 53._5$ v.c. (P1475 .0. 4GR U 3 4a. 1545 � 'i TOP 1nlEST iJ.i?.a W. It , GURB 2� /, 4444 - g l y %� o p i TDP WF5T K1 GURFS 9p N *kN ds 65.43'ort U3. !°AttTIQ►L V.G. N N a Q d w PROFILE SCALES HORIZ I=40 \-- 0.14% 4 S 6 7 VERT. 1 =4 8 9 ally. Gee. 10 1545 CONSTRUCTION NOTES PLAN SCALE I COr15T. 3••A.C. r\,tM`r OVEK 41A•C• 1- 40 1 2 C0113T b"CURID LU/24"GUTTEIC PER CITY `3T0. t10.505. set 4 COC15T 4'WInE 51UEWALK PEK CITY OTO.r10. 310¢ 311. SEE S '1 1 F aT 13 COn,3T. OKIVE APPROACH rER CITY OTP. 1'10.305. 4+ HEFT - -' 1a 8 CQtI57 LACLIL 0r::1PKE5610n pCa 5TI'J. n0.518 5C o,O 7CO 8o4 4H0 7 4C. �7 r;nSTdLLSTfT LIGHT 580E 3 - ��9 0K QUA I 33' QU'4 �_ �N 2• , 10 jr15TALL 5TREE7nAmE sten PER CITY 5To. no. 4-OI s?402 w=26. \S� '� �,1 Y T�Ont -�i 2' FFAG ay �,. a0 �� °D 4011 I ' 5TALL5TOP 51G ' PER C1TY 5TI0. t10.4014 402 s77.7 �-PAIt1T 5TOP 4 5TOP IbAR. L�6 WUl /• t I4 ADJU5T 5-M.H. TO GKAQE. X 36 �98 4 u 1 ` % 39 38 t,40 J 1tu 1 II'15TALL 5TREETTREE PER COMTRUCTION NOTES \ gC �'zG, U (� (� ,� !�► 37 W I �1 FOR STREET TREES. 2 ® REMOVE tARIGAI7E !nI � _ . N 1 1 6 (oo.10 ia TO A 4 4 36 0 ADJUST W.Gcm�/ 3 r4 44./2 ms-rA 51&t 'W53A' �ER GALTRArl� STD QM16• 3 ¢3 35 a122h2 �3(n�1 IQ, 411 40 9CR o i-: �� 1 42 0 9 -AVE. �. ! �5 to 34 y. W \ 31 I 4 )s b ° 41.p6 (00.16 . q _ J o � o 14 h Q� AO10 0 -\ �� \ 3 ^� 0• 14 Y 9 2 . . .TERRACING A� I 11 �s 3s• F , �� -- - l0� O I ✓ (kx N� �' N O N _ , ° 40� m ° 3 • ' 1315 Z �t ° I �• 9 2 r-1� m, ' I u v Y 4 ' 1 -7 No 8 W 1 ` , R L T 1 7 6 _5 N J J Q q0'00,Go 27.00' 42.41 27.00 / S E- 4 Q QO°00'00" 45.00' 70.&q 45.00 I tsl uj + sib -%.\ 7 + r N 6J - k9 ti I OV /0,00, 00" !02.00` 17 80 8.q2 7 '� Q t- + " fsEE TROGT 1,6590- 1 WO Iota°4s 44' S$.(,Yj' 110. 11 8►•OCo 7 S,F- T 4 Ip DESCRIPTION OF REVISION DATE CITY p 1 APPROVED Y ' " 2 8. �I CITY OF RANCHO CUCAMONGA Z7 /4 25 82 00 /34 07 Co zQ 27' 4'05" 30o.00142.x03 72.Cv9 STREET IMPROVEMENT PLAN FOR ® lbs'14'44" 318.00' (02. 19 51.54 LEGEND FOR STREET TREES TERRACINA AVENUE ® 25°23'43" 318.00' 140.45 71.ro5 ( o ( 13 EA. - 15 GAL. PYRU5 CALLERYAIIA "BRADFORD" 4P 25' O.C. FROM © 25°35'08" 300.00' /33.97 X08.12 BELCANTO DRIVE TO LEMON AVENUE 262.00' 124.9q 63.54 © 8&"01',07" 27.00' 40.54 25.1q _ - TRACT NO. 13890-2 o`Esslok ! F APPROVED BY: DATE: CITY ENGINEER RC.E NO. 223ID7 F Ods " DESIGN A1DREA51✓11 En6Ir1F-ERIns. CO. RECOMMENDED P.sue~ a `,ao• 2 t M.L. 500 t1. PAF K AVE t�4b, �`f10 o i MITIOnA,, GA.gIZCo8 (714)115%�� -�t�• DRAWN SHEET sr Civ��•�F�� T.C._ 2 OF 3 4TE of CRV ,� j . �' ��`� R.C.E. NO 8205 CHECKED DRAWING NO. A.E.C. DATE m`//- 1390 ,f FILE NO PROJECT SHEET NO --/,3-OF 3� X0.35' ON G.B. 53.11 /� !00 , 1!G. _ /�•I• 1580 (Pz 7244) :BENCH MARK NO. 138 109.15 On CURIps V. . on C15. CHIZ 'o' WEST END NORTH H/W V 102.9"1 V.G. _ (p I.=60.55) �► u CULVERT *k 8.40- FLOOD CONTROL �� > go�co�'� CHANNEL ON HIGHLAND AVE. U (F I=4?."i4) ' N w , 6IV.G. �l l� IL V,G, EAST OF HAVEN AVE. cc r N u (l'I. (09.49) 44.bG' ELEV. 1498.83(o (RI. (08.91) rN r as'' oc 4 4 Ion O • Top of WEST u, N 1575 r a e a- tk cut2r3 C3 �g _ r u q.32 r �� t9 a- �l.�' � K O � � � + � r �+ r ± � Sr >u m cS - cn {' (Pi. (Pi.ICo) d` r �9 - o 1`1 . �N+ Oh Co. N.G.4WE5T R� o p �OO�o ..1 �� v 4 s al °!a r �� t t V 12p•I° o N a N •1° Cv -' r Q + U AA f° UY r p 7 Tor of a+ + r pip U - N 110KTH CU90 w ale GII.G4 0 C6. 51.52, . r -* 10 + ID V 4' b r zi �� � + 0 Y. 3 _ 1580 ' �. ao p r' > . c � p r ; 0 4.i_• 1 (PI, 74--1,Z1) /. r U r Tu� p ^ q9. 2' �' �+ . `� N6.8 v oN c.e > 1.000 tan.�j s + to N (p I=coo.313) O N I'C. }sty / V 5?.-r3 Y.G. R Rq.25 vG. d 102. N 4- 1 co �: r* (PI. 75.94) � r tr9 ^ W (P.I. �J.32) 1545 r c9 S k5 CpI.=4"1.5-1) Q: c N r �p'1° y o r + G r + Q- 1575 �' '� ° s" .. + � r• �' c� } �; ��'o � � � r + r � r - � > 1565 e1 a- ejo N G.F? E cr a- t9 Q- r a- -} `� cA + r r p r U 0 * g cA D� U r t9 �.�•I° r S + r I.. - c1a + i9In gig r O N 4- -� ISO o $ cA t O � S tr cr a r 0�o cA + O O m IN °- cc► `" �' g4.38' r-��0 + lt1 a0 U r 13 - cNn c~t, o W �/ t Q` r (t?I.L42.24) o '� Q o0 v Z + do v 4 ko- �� _ va Nrr �9 � � ± � O- _ .0-1 do (P.Z. 72.44) _...i 4.40 /0 5.40' N N + d- }- lti oG 7W 9 9.12' G. o O N.6.e - r / ? u TAn.GR. TAW 6R. ID ,. d � c I'.I=�o.55 • � � to gq.25 v.c. � w 3� r. 6N- ��i 9G.80'on05. - -+ '� (P.i.75.77) �� o rdJ � N X t�- al 0 � IPI 47� N � NO ° D o + r + r Nr r i �� vG ' 1545 ( J a I `" 1575 r + r r � •d `9 in �a T cn�, a�CS10 + a g�� r + ° : l Pi. .97) CPI Gi ICo 1565 N + N.G•G''E AWT F2� r m 0 dp �9 IZT r- _`` dJ r ; . d�4 d - a- - + 29.32' o o 6' S TOP o� CpsT �r - 20 $ r v �[ 9 � o 4 on c�. r--N it T-- $q.5� . 00 (,URF2, �°N o o i- r- m - 0, d nC o r� oN. c.B o N M 4r - = Toror r v O m ai m 0� � :v'�' u >a- 0 o � •� ao �► v u O � N �0 16 � �' - GURt3 3 007, � _ �qA pI.-41.82) SO 1aco + . 13 oNf c > g H (09.644 On Cb. 11 ifs u)r -'\ N� 0 -4- , �ui I►�6 e S. � + Q tu N.s.ar- � r G re afro D ill Qom- s V 1 A wu�+ � 4Co.02' a.l9�O O o t- 1 r-to ON C.r3• '[pin.6R. fl- d Ci gq.25 V.C. M dam- WU 4 ++ cn a0°'� (P.I. 75.614) 1545 o + K; o o a- ,g 1565 u, � 0 � Oho o at d u, N r- PROFILE SCALES Ir cr a: c� �' NORQ, 1"- 40' VERT I"• 4• 5 4.401/° 6 T 8 9 $ 9 10 rAIJ OR. or- AT ! PLAN SCALE 3o, 17 6N7' 7 4 !8` '70' ' - 18` !� v �V 7 I 0 v I I Ib' U r N ! V Z `1 4' 4' 41. 1 P. 27 0 + J� y47 � N ' 29 o 4- 7 o W 40 14 0 13 z� 1 t3 0- + ^ « 0 "1 t 4r- !2,ry 312 +�.�33 ' L cc�;� p o 3� + f1 ., /4 N / ' �7• I l9 3 t9 N O� N N S b� (� ryt ? �� C>O �I� 67 k N (ry I 41.3 �� ., Vo S1 era, Xo.go tiN ul �o'oo� 4 1 r 3 - 10 !ti N _ / I � OF gyp'' X13 cA ♦ . \fix � Q� J ?'��9r oR'� I � O , 5�.8g� n• �►n �p �"J" p,('` � i9 � 2 - - rr-- M oQ 9 �• I op �' � n P L. '1 D $ cc ti- � L s v c o . 3 •9 � N - M a �` su o la R ti _ 21 qp Pi p� A 9 x� qib• d flc _ _ � � - . off`� O N �,N 4t ,N I26 cb' I Nz DC P/ (� 1D �9 3 66.22 (p�'I rh N v I - sD - 34 V i� N, S o 23 2 ' o; Q v3 0 24 N � fl �° '17 . IW 16 3 _ 01315 i133 Z / �s r 5 21 r m 25 jY( /(� �n N x o\ + - ' 20 19 18 0 0 ■Zw.• A` 9 "q 3: 0Zi s J O N s N -01m ,N N � CONSTRUCTION NOTES v N 3 ; +� 7 COn5T'3"A.C. PVm'T OVER 4"A 6. 2 COn5T 8"CuRlb W/24"GOTTEK PERCITY 5TO. CIO. 30-3 No. Q R L T 4 ConST 4'WIDE 5iQEWALK PER CITY 5TV. n0. 310 4 311 L 0D _-- 7 ? ? S comT W WIVE CK055 CUTTER PER CITY STC.n0. 349 210'00'00 '� 130( 2�J ® 15.00'00" 112.00 2q.t2 I4.'f5 7 (InCLUDE rnOtIOLITHiG GUMS) ©-COn3T HAtl01CAP RAM P PER CITY STtD.n0.310. © 11040'00" 'fJ1�.00 101 15 5512 O--C01'15T oxivE APPROACH PER CITY 5Tc. no. 305 t7 11040'00" 900.00 102.g1 52.E 9a-In5TALL STREET LIGHT 5800L. o <� r L n DESCRIPTION OF REVISION DATE CITY IO 1 S 4 L TREET nA E S PE 1 3 . n 1 APPROVED. E I� q•o Gb ZS2.00 16.:30 4 .88 n 5 rn Is tc CITY -ro o.4.0 � 402 0 II in5TALL -5TOP OW7 PER CITY 5TQ.no. 4.01 4 402. O � 5l 42 282.00 I�1o.35 100.10 CITY 0P' RANCHO CUCAMONGA p TO Op MAK. 3'1°51'42" 3oO.0o Me,.24 1011.IBJ 12 AI nT 5 p � 5T � R 6 O LEGEND FOR STREET TREES : I3 AIOJUOT WATer, VALVE COVER.To GRAM. STREET IMPROVEMENT PLAN FOR 3111.00 210.13 11�.�5 vs AtOJU5T. 5-M.H. To GRArXE. SERENA PLACE . Ion ER CITY STD• no. 51 8 T L EPRE55 P O 9 34 48 31S.C1p 53.1"1 EA. 15 6A.L. EUCALYPTUS NICHOLII 0 30 O.C. Gam`' L O 8 ♦ 8 + o m I? In5TALL STREET TREES PER conSTRUCTIOn n0TE5 FROM STATION I I 37.29 TO LEMON AVE. I Oil 00 O � 3 0 Q II X5.2? �fi8.04 FOR STREET TREES BELCANTO DRIVE QK 1v° ll'42" 282.00 SSI 55 45.16 ( • r 21 EA. t5 GAL. KOELREUTERIA PANICULATA a 35-0-C. Q-AnJU0T 5•To' To &RA°c FROM TERRACINA AVE.TO SERENA PL . ' 2 . 2 \,� L 19 45 5G � 31 oi°J 2 Cn EEsr,t�}���h TRA N0. 13890-2 APPROVED BY: DATE: NO 2°2�o I2 111�j.OD 4T.55 2 .18 w �� CITY ENGINEER R.C.E. NO. ZL39� pO 2.2<0' l2" f 100.00 4&.?8 23.��1 o F y � X20 2 * DESIGN AnnREASEn En61nEt�ttne co, RECOMMENDED p 2 2lo f2 10e72.00 4{0.02 28.01 ( °` 9- Q� M.L. 04t� 4(c,l10 �0- 3 560 n. PARK AVE. t doa'�,o" 282.DO 49.59 ?sF.13(0 ExP' pomonA,CA. 917�oe (?14)623-1595 co DRAWN SHEET `\ � 140 t9'S4" :rte oo 'i5 04 �.'t2 ' s��TE af�� T C. 3 3 y tl•31'21• 318.00 G3.°,>ci '�1.p0 NO. ., CHECKED _�i�_ �0•�! R.C.E. NO 8205 DRAWING N0. ter---• A.E.C. DATE Z4 ' "�7 FILE NO 1310 PROJECT SHEET NO. l4 OF v 0 4 >1G �17 ��v TKA�NZ?MON C.P. TO 0 11 U 1100 55,t2 �_ v 92 49' p KII V.C. } �- w °/4 ai'•� 4- ap N Lu Lu di C3 -+- -E N �" r �- FCIO � tr 1500 er - IQ � N f� w + t9 a TOP Q.C. F.>ElKM d i --TDP rc..C.CURS fl I O L n.G, a 55' n/o T- s oIlk Com' TOP A.C.tSEI�t't'1 �' -� _ 1500 �y ^EXIST. F.S. - ENCH MARK NO. 138 CNIZ. 'o' WFE -r Eny rIoRTH 141W. CULVERT #8.40-FI-000 r-011T?OL Ci- AMSI_ on i4j&HL nn AVE. 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