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HomeMy WebLinkAbout1396 GENERAL NOTES R � P CONSTRUCTION NOTES xPA' 0 �yS ESTIMATED QUANTITIES 1. ALL `�"CORK SHALL BE DOfJE INACCORDANCE1�/ITH THESE PLANS, THE ■ v` CITY OF RANCHO CUCAI`AOrJ(',A STANDARES AND THE STANDARD _ I SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. P-- CONST. 3" A.C. OVER 4" A.B. PAVEMENT. VrCo,v�"xo SC- CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. IN THE CITY OF RANCHO CUCAMONGA 215- CONST. 4" A.C. OVER 4" A.B. PAVEMENT. 3,922 SF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 3�--- CONST. 6" CURB W/24" GUTTER PER STD. 303 (SEE POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT DETAIL ON SHEET NO. 1). Lt= SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 415- CONST. 8" CURB W/24" GUTTER PER STD. 303 (SEE ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL DETAIL ON SHEET N0. 1). !97 C(= BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 5�- CONST. 4.5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 & 311. 10, 1594 5F 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA - - ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR (AG-!VY'CkV WAYQ', MIGCIl�G-N AVS. S'.� 6 CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF RIGHT-OF-WAY. WILSON AVE. RANCHO CUCAMONGA STD. 308 W/6" MONOLITH CURB.CONST. HANDICAPPED RAMP PER CITY OF RANCHO ;S0G 5!� 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY - CUCAMONGA STD. 310. S �-n'i LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. < P - CONST. DRIVEWAY APPROACH PER STD. 305.('�./:IG) Q 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH Q z 915-- CONST. LOCAL DEPRESSION PER STD. 518. 5 C=A BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL w w BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. z Y z 0 10 INSTALL STREET LIGHT 5800L BY S.C.E. COORDINATED A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED -' O AND PAID FOR BY DEVELOPER. !2 FA TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT _ OF BASE MATERIALS AND/OR SURFACING. 11 INSTALL STREET NAME SIGN PER CITY OF RANCHO 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE CUCAMONGA STD. 401 & 402. Q CA SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR HIGHLAND AVE. 12 INSTALL STOP SIGN PER CITY OF RANCHO DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND CUCAMONGA STD. 401 & 402. 2 6A GRADATION OF ASPHALT PAVING. DEER CREEK - 19TH ST. 1 CHANNEL 13 INSTALL STOP AND STOP BAR. 3 64 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH PROJECT CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE LOCATION 14 ADJUST WATER VALVE COVER TO GRADE. FA AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE 15 ADJUST MANHOLE TO GRADE. G 6i k MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM S0. PACIFIC R/R 16 INSTALL STREET TREE BRACHYCHITON POPULNEUS RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION (15 GALLON). ICo EA. DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED /BASE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEERHIGHLAND AVENUE LINE ROAD 5Gl�000N�. _ l�1 EA. FOR APPROVAL. _ _ 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD �"`" I I I 18 lN4Srl�LL tS17PC{:l'2?'1"CC""� MAGNbGIA GlC'c4NcVlC-COIt'A FREE ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE �< (65 GACCON ) 30 EA• CLEANED UPON REQUEST OF THE INSPECTOR. VICINITY MAP 19 erISMOV42 e_-%l:,re&'G I3 W r w� z ceeosa Gorr« <!,v; Ac l-RvlNG 10. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALUE COVERS, PAVING .� 3 _ terve z I N.T.S. REPAIR ANC PAVING REPLACEMENT IN A CONNECTION WITH SEWER AND I� c� j < a-- lMS1'l�GC NC 0GlreL-7'SIGN 1*7t" cm-nt',4evS WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE 2 I S.m• W- 03R ! CA INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES ¢i I 21 AcWC�tSr CC�ANCaCIr It7 Glt°AcoC: ! c--a AND STANDARDS. RELOCATE EX15TIN6 STREET LIGHT 5800L. HPSU -� r 11. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALLJ_ 1 ! I w I ( COORDINATED AND PAID FOR BY DE/ELAPER I EA.Y __ FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE 3; FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR CONSTRUCT 8" LINI1TED ACC-F-% OAT5\�Jl TRANSITION Pet'; INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ` CITY OF RANCHO C-CAt"IONGA. 5-M. 902 1'YlLF ARE SHOWN ON THESE PLANS. �K£NyoN a _ . �- CONST 8"THICK SIDEWALK WITHINEMMc_-r__NCY ACCE'S'S A1tTEA- 14051= 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED I I \ WAY BY STRUCTURAL SECTION, TO BE INSTALLED. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. INDEX MAP THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PES OR Ip UTILITY CONTACT .. PAVING STAKES SHALL BE AT ALL HINGE POINTS, EDGE OF PAVEMENT STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE SCALE 1 = 200' I AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO CONTACT THE FOLLOWING, AS REQUIRED. 48 HOURS THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE Q DENOTES SHEET NUMBER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR PRIOR TO EXCAVATION: REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE GENERAL TELEPHONE COMPANY: (800) 422-4132 CURVE AREAS. UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 280 SOUTH LOCUST, X 2920 BO 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, PLANS. P.O.P.O. BO CALIFORNIA 91766 SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT SOUTHERN CALIFORNIA EDISON: (714) 529-2070 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. RALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 2191 EAST BIRCH STREET (714) 529-2889 ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED R�W IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY BREA, CALIFORNIA 92621 AT WARPED OR VERTICAL AREAS. WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 23' 23' DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CUCAMONGA WATER DISTRICT: (714) 987-2591 9641 SAN BERNARDINO ROAD STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 5' 18' 18' 5' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 6" 24" 3�g^ Lip RANCHO CUCAMONGA, CALIFORNIA 91730 RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 5=0.025 CONTRACTORS AND SUBCONTRACTORS COMPLICANCE WITH THE TC ELEV 2' 1 2' "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. " DCA CABLEVISION: (714) 987-2225 CURB LINE KI " DEPARTMENT OF NDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS 9155 ARCHIBALD AVENUE, SUITE H TOP OF PVMT. 3 FT16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR •• t/2"R t/2"R 0.03' v LINA % RANCHO CUCAMONGA, CA 91730 THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE 6" -1.79 - 1.7% COMPLETE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE ANDHIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE % , . : ;• RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF - .SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS 8^ '',`_ - - i �'•• .r; J CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES 6" :., ; : :;•;. PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. '' NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR l3L;ClVAV4_-N 001.l11' ) wlNGAre fJ lve SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER M.C.G. Revisions Associo ed withKla 6c4 ron 17. CONTACT ALL UTILITIES AS REQUIRED , 2 WORKING DAYS PRIOR 7,5' 25" !3!'el eoez ewo ccwer ) wr-srMolvrRvc�ve�� HARMLESS FROM ANY AND ALL LIABLILITY, REAL OR ALLEGED, IN CONNECTION �L,6ts / 25t4u,&I Mor-e 10/1')7, 6,I'L. 121`7(9Z V TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: I WITH THIS PROJECT, EXCEPTING FOR LIABLILITY ARISING FROM THE SOLE M r- c, STREET l_i(:=HT TO E I-K0TEcTEfl iN F>L-ACE j L/ 5-7-92 z2;leLOc_A.TION NOT Ul ED G-lL-QZ. r//�(? (SEE UTILITY LIST HEREON) TYPICAL SECTION NEGLIGENCE OF THE OWNER OR ENGINEER. 18. PRIOP TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL CITY OF RANCHO CUCAMONGA BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETAIL O3 B I r CF & 24 , r GUTTER N.T.S. DETERMINATIONS 0 - NS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND re--60 M G6 STREET IMPROVEMENTS PLANS FOR EQUIVALENT OF AGGREGATE BASE. N.T.S. 19 PAVING SHALL PAVEMENT TES SE PERFOS TAKEN R 0MEDCENTERLINEIN DANCESTRUWITH RSV CTI NSSLVE A(PRIOR CONSTRUCTION NOTES FOR gTREF.T TREF.S MORSE CONSULTING GR3 UP BENCH MARK B.M.163 B TRACT NO. 14121 TO FINAL PLAN APPROVAL). I. ALL STREET TREES ARE TO BE P /A LACED IN /ACCORDANCE WITH CITY STD. (6OI RELEV: 1297.297 2. ALL STREET TREES SHALL 13E STAKED AND PLANTED ACCORDING TO CITY STD. -- PLANNING • ENGINEERING • SURVEYING 24' EAST OF t ETIWANDA AVE. 20. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY (.05A OIZ GOS B 45 FTOXIMI'TY TO hI6,RD5C4PE DLCTATES• 4860 IRVINE BOULEVARD, SUITE #201 AND 40' NORTH OF � BASELINE, PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 3. E54CKFILL MIXTURE OF ALL 5TREETTREE5 SHALL 13E PER THE R _COMMENDAT10N5 IRVINE, CALIFORNIA 92720-1999 SET BRASS BENCH DISC IN TOP APPROVED BY: � � DATE LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE OF AN 6GRONOMIC 50IL..5 fZEPOKT FURNISHED -CO THE CITY IN51PECTOT (714) 730-7117 FAX (714) 730-7260 OF NE END OF A 4'X2' CONC. IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND 4. NO 5TKEET TlPEE5 51AGLL BE PLANTED WHERT E HE TIS CENTER OF RUNK BOX CULVERT. CITY ENGINEER ; f - - ! �' �'� R.C.E. 22397 ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE CL OSER THAN THREE FEET (3') TO THE F:U--E. OF CURB, UNL.E5-5 OTHEt?\ (5E NOTED / . Ss-PDESiGI:E, ter: PLANS PREPARED BY: REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. S. ALL STREET TREES ARE 5UB3ECT Tb INSPECTION AND ACCEPTANCE B`( THE !M,<sfF\ SGC" MORSE CONSULTING GROUP 9 GuE� P4 p► 4 l o r - PL&N?m G • DJGINMrNC • SIrRvrmr, - CITY ENGI EER . �� � � • DRAWN BY: �>> W I LLI AM LYON l F - -- �r IRMW BCULEVARL,. ',1,E-,2u1 SHEET MINE, CAUFORMA 427zU-1499 (714) 73)-7117 FAX (714) 7-Nk-720C CFLY 0 1 RANCHO CUCAMONGA,LCDALIF RNA 91730 �P CHECKED BY: {� j t� F /fig s lk Ol l; N(-. STANLEY Q MORSE DATE 12.50' OC PORTION OF 89.36' VC . .=1 BENCH TAN=136.00'B.M.163 8 =136.00 . o o m� 1 / C4 .� Co EXIST. GROUN �c4 ELEV: 1X97.297 AT W'LY R/1N o+o ,�°D + +oi 24' EAST OF tL Ef*ANbA' AVE. i tem mo v.-. +°0 u�a { ! • AND 40 NORTH OF CL BASEUNE, o� 1 �� SET BRASS BENCH DISC IN TOP t50_O�C t n � .t- / OF NE END OF A 4'X2' CONIC. 65.66 C 1486.30 t� 31.42 OC BOX CULVERT. - '`�T f # N n . . G { Cb + ST.' GR'OUNO ci (l o TOP OF V1�LY 6' CU / `° 1 # ¢ .� m AT WILY R/W ; tj j r > rh.m / YANi=l67.69 � � i � P0�2T1bN OF' 84.3� VC 55.66' 8C i I , r .I. 1502.35 95 . i _. _ ___ . 148 5 , _ w _ -.. , __.. _ � I 49.24 VC 50.00 VC __ _ -. -. _ _ 1495 a,o f4115 14 i -0.41 TANG.-3.03% ++ P.I.=1488.64 P.I.=1490.10 I ! $0.00' VC aoo 1 0) .o i 1 P.I.-1486.20 / o p I 9r� 96 96 TOP OF WL'Y V" CURS + +oma i 1 , €XtST. G 4OUND AT t > rn EXIST. GROUNtD AT to • n oo It or V 1 # 4 1480 1490 i '14'94 i 1450 I ► / N i VC TANG. 2.9" o �',�� i i I FINISH SURFACE At 0.400 . 0m < i • 50.b0' VC o : i % P.I.=1490.6 + f i I f , , , , 1 95 v � � � � � � 419 c 5 ' ._ . ; 5 F EXIST. GROUN t , i > _ Qi {' 1 AT Eo 'LY R/W ✓ .°° not° FINISH SURFACE AT't _ } 0LO 1 O +rn cotr i 11 - i • , : , v i 3 I TOS'6VE LY 6 CURB o ' 148I� / °°� i 1490 i 8 " 1 .-►� 14'9d t i �� t450 r �. Top or I,cy ct Rl �- 00 } � - Qf 00 1 j t i O0 C4 r - 1 ' # i V a t { t t ! 1 i , ; l i � i i i 1 i : : 'VC' T G. 2.14lL j f { } { . , i r r : r i _} i f t 1. { ` { 11 i r 1` I 1 1 I i 1 ! 1 { ! 495 _ _ _ 4'95 , 0 14851 4r i EXIST. G OUN N t i AT ELY R f W i1 > t oo , ; i i; 4 O ± 1 m j 44f C fiAI`G. I 6 0 5.66 VC 50.00' 61480 i t I t 14i 90 y 1 i P.I. 1484.61 P.I.=1485.85 5.66 OC TAN=107.02' 5.59OC i PROFI E SCALES I i 1 9� °0'9� 9� 50 00 » V i ; 40 4 .I.=1490.25 ' i Pi a VER i 4 P.I.=i 488.96 tAI�t=T .' fi` i i 1 I I r , PLAN SCALE 6 7 8 9 6 7 8 9 1" 40' CONSTRUCTION NOTES 1a- CONST. 3" A.C. OVER 4" A.B. PAVEMENT. x MNST 4" A.0. G/EZ? 4" AB. PAVEMENT. I II l I 3�- CONST. 6" CURB W/24" GUTTER PER STD. 303 (SEE DETAIL ON SHEET NO. 1). �f � ' to o 45 ,0 6 ^ 22 I� I ' �, 8 �:> , W o 1 ,�oc. Q ►d' U } Tc�in SEE wOStAPE rLWig 13 N 5EE SI-IE�T 5 OF l I ► `S ` 44/ oo 5 CONST. 4.5' WIDE SIDEWALK PER CITY OF RANCHO I (0R CONST OF TURF g r +.7 W o� FOR EMERGENCY it --� /I • � C�^ r (n a 0 I 1 f J 4 2 ^ ! -ti CUCAMONGA STD. 310 & 311. QIpCK 21.18' 60.00' 54.82' 4.t .5 ' ' CONSTYRUCTI N- I W E g 9 r8 ::* 2r' $ a rn �, �^ fn 0" KENYON AIA ---1T�I CF R s� o . ps _ + Ct Loa �y 1491.53 FL 5 CD `- 9 14,RA a g8. 1484 55 1=L 5 � _ 1490.94_F'L 6" CF E" CF �? C. GF H 1492.O�S SII z. CO: s ¢ FS 1 1gg4 Z? �O' 19.5 36.57' 33.18 21.86 15 0 - ILC1�`Q � 0 Gam-r - �; _ . _ 4g5.4g I cfl : FZ410 CSS \ L�C -- - 15��' w _ � II C. )� . ^t\ , - 1 r4 L.ft FL �''p _ � W - _ (¢ CF F, 31. B 6 ci r r { - -6 J E aCF n ir>��, L'� _ 6 �Fl N 49.C" OF 501 9Q G 2 . .• , _, `� a, < / �, F�1 485.02 15�P• �` v._ < y, ok! - - 8 >% OF 9 1� �I 7 . 4 - i',< .• .r. • ;.�<.�'"- S� ��� I \ o' 14!iy.7Ei W= lCo' �. S�P` <` '*;.•� 1483.97_ F �qF 3} '33£31' 21.04' L ��•'1 " I I II .5 4 ! 14s;o.1G Ft �,/ 3) 'o:, 1499.31 FL_ 8�-- CONST. DRIVEWAY APPROACH PER STD. 305. ( ) 6a-g v . s" of l �� C. _ QD 1 34 6k r10��,\�- I `�,� e" o� �3, s" CF t V 9Q- CONST. LOCAL DEPRESSION PER STD. 518. 4 C•a• NO•AIL ~Ik'' I n �ne,4 1 fi 5�1� + W SES I I ?s t ' 5 0 - E 'D e GF 1 cr bo a� f- �►. 0 2 43.15' 5.00' S9.OG 55.00' SE ti o rn a -4 W cP 15' 24' 10 INSTALL STREET LIGHT 5800L BY S.C.E. COORDINATED I z4 Q r�9 gg ^ _ .D 8^ 2 y I �, + II I y�a�' ►' r� o.c. O.C. /I r mZ F- AND PAID FOR BY DEVELOPER. I Q' 6�, I 00 28 n ��m �ti u f ooh w off. 13?3 o G• to (v ® 8 of m If1 �4 Acb• 0191- W6XM VAC- cotes= m G1tR�oc- 1 1 X' ^ 8 k e ,� e a a 8 v a W I'S ADJUST -m.H. TO GRADE IfCox a- REMOVE EX15TING CURB c C->U'TTER,StDE\-*xI.K i AC PAYMK' o-'t3 ST. 8" LIMITED ACCE55 c-ujTm W/TRANgITION MOT � ��� ��� ����� ��� CON ���, STD 90.Z DESCRIPTION OF REVISION DATE CITY CURVE DATA APPROVED O- CONST 8" THICK 51MWAL•K WMIN EMERGENCY A=IE'55 ,A,1'CE'A DETAIL "A" DETAIL "B" ID p R L T CITY OF RANCHO CUCAMONGA s' -7' s' s' 4' s' Q 13'33'52" 262.00' 62.03' 31.16' PLAN AND PROFILE © 13'33'52" 280.00' 66.29' 33.30' �C�&AV W CWcT r• l 's s u- ° 4 u Q 12'12'32" 302.00' 64.35' 32.30' AND U U U U Q 14'35'58" 320.00 81.54' 40.99' W =Mr Q 198'00'00" 38.00' 131.32' - TRACT 14121 FLOW `FLOW FLOW- ' FLOW F 18'00'00" 100.00' 31.42' 15.84' APPROVED BY: DATE: '` ^0) �� Q 15'4239" 535.34' 146.79' 73.86' �oFEssb CITY ENGINEER RGE No. �? �' 0'�' h z N �� Q 02'07'10" 338.00' 12.50' 6.25' � c.�,o DESIGN PLANS PREPARED BY: Eco EN Eo `�°� •� Z �� `��� °� ^° °° `g'�� �� �`�`� MORSE CONSULTING GRO UP ��4 I o ' a _ �'v K m + �p ^ °° + � '�°` QI 20'23'24" 100.00' 35.59' 17.98' 4 . 1 ti 47 ci 4D fk 205% rr uvrvu+c �anvasxtxc svxzarnvc P � � 0 DRAWN SHEET 40 Q 16'43'54" 472.40' 137.95' 69.47' * 4860 iE. C BOULEVARD, SUITE X201 EXP, * M Mt-IW 'nl7 Nu li272o-199Y Z OF- 714) 7Jo-7117 FAX (714) 730-7260 LOCAL DEPRESSION DETAILsr�rfocl�t1Fo��'�� CHECKED R.C.E. NO DRAWING NO. DATE FILE NO lloeyovVcr 6&cu r (4.,V. 2 Cr- 100.64' 0C TAN--70. BENCH MARK B 163 B T. GROUND AT N1Y I /W I i 7. TAN=43.59' 10U 64! 1!C OC ELEV: `!2 7.257 24 EAST OF t tnWAMD�1 Vt. TOP OF N LY CURB Oc P.I.-1502.60 ° ` AND 40 NORTH OF t BASELINE; I L=4 .80 ' SET BRAES BENCH DISC IN TOP OC i OF NE END OF A 4'X2' CONC. i (,� ,a �. 0� 80X CUL,/�-RT. f 1+J �' ri ; i TAN750' 106.34' TAN=43.5 ' m °0 e'! -r += •>o o °'•r' i I 79.75' VC no ;U o m n� OC -it @� W O os� # P.L=1497.32 $o O� . M ! OD�t i i OA 2 AA n i 00 _. , ta, a t > P.I.-1502.35 ' ! t L #firCROWN J. q 17 1 t i } i 1 i } j : 1 r j i s 1 7 i fi 1 FINISH 'SURrAGE A4 t' f 9 $4 44 1405 14951 1 ; i F `� O �' f i 1 ; + 7[ W ca rn Di O i 1 a i I i i ♦ i ; to 00 . k . . .O t.' t� f -•� i 1 f a 4 i o $2.t 4 ON CROWN GROUND Ar C o ,r 0 00 ; O N r► O O ! i A 64.85 VC i ~ o r; o .♦^ r 00 rn ono - - - � ¢ : • + r �J Ito + 1 1 i ! t P.I.=1497.11 _•_- �- .� �u� u� o0 0o rn i g p+ a + ------ -�� +n dao i �rn Oi yLO # i 44 44' 44 9 .o i' 'CD 4 1 ' ' o + 1 00 i t n � r SO j r � � � ♦ _ 1 -a a , � 1 /� - . i -� 1 r 1 -i � � i d a / I ; f I t i ID U I ! 1 : � i I i 1 i i t t1 ; i r I � I �49�5 : 1 : + z + 1435 +-2 _ i f i t III i i i i 1 i t ST. 'GR6uND JET� i . { + rn r i S �Y R W 00 f 1 4 1 t s i i 3 0.) i 4 { i I 1 i , i I i 1 1 f i , I { I i I 1 { + i i : i1 1 I : i , : . J t i ; i t + { O mss. + O \ i ' 1 t m o n I O • _i t. 7 t0to : . 1. W O Or. O O +O ^ n00 DSO ♦O r- to.- + O O O N �p O Lo cp ♦ to r O N � GD O � .� ( 1 i i i ; •r O m r o + r 01� 1L'� i O 01 I O O i i 11 j Q Q� jilt Q� 1 L•+� � � � � < �T IT 1T . . .} - I i •eMM-- r DS r e~ w♦A r > e- C14 > W ■T,� r Q .'� U • + „ rn w .� 35.7# { B A ' } IT + �� 1495 ; # _i X435 O n O i �t t O i t ? Ito rn NCURBi i 1 t �6 tOr� bF' 'S �.Y � + 44 44 44 94 44 94 { cwt` : , �n i ,-. I 89.36 VCi i 1 PROFILE SCALES t 1 N i L=42.41 L�39.30 i t 00� cv n 3@.91� _jN CURB I P.I.=1502.38 , •V ♦ 64.85 VC f} 11 { { rn OC OC _ _ _ ' ii J _ ? ; - _ i J ; WORIZ. •40 .j 1 i i �'.�V I � 1 -� I t c"C) _ ':VERT: � = 4 1 i i I a © P.I.-1497.14 . . . , Am goo 10 11 12 13 14 15 16 17 PLAN SCALE 1" 40' CONSTRUCTION NOTES CURVE DATA ID R L T 1Q-- CONST. 3" A.C. OVER 4" A.B. PAVEMENT. Q 01'53'33" 338.00' 11.16' 5.58' ' Q 75'51'08" 45.00' 59.57' 35.06' 3a- CONST. s" CURB W/24" GUTTER PER STD. 303 (SEE �m Q 75'51'08" 27.00' 35.74' 21 .04' DETAIL ON SHEET NO. 1). to � 2 $ Q 08'30'00" 302.00' 44.80' 22.44' e 0 J� e 0 105'02'50" 58.00 106.34 75.65' 9 I s 1 J o 8 ,r� p F 1000'00" 102.00' 17.80' 8.92' 5 CONST. 4.5 WIDE SIDEWALK PER CITY OF RANCHO m g o R CUCAMONGA STD. 310 do 311. 1 J j e t 99g s c 29.23 - °' �q• �' V'� O J s ]t� t J n \o �y6 4 4 �K 0 82'34'06" 27.00' 38.91 ' 23.71 . ,� z �`'�s / (� o o 9 ' s° c� 9� �°��` k00' Q 90000'00" 27.00' 42.41 ' 27.00' QOM` d \� W 9 cU O O 9 OD 'O-T _ + - 33'1V 6' ---- - - L _ - - w� 6� 54 ?s. ra.3a �,, - = ti� 5.b 5�03 cF ,�,o�.� f 15 , DO ! a Qi 83 23 33 27.00 39.30 24.05 FS 7�- CONST. HANDICAPPED RAMP PER CITY OF RANCHO N cT 3' 1s.s3' 2►•�6' �I �'• F 15a�-6 OF F tia -"� o� '-6°-FS 1 � '} 1502 t ;� - J 82 34 00 45.00 64.85 39.51 CUCAMONGA STD. 310. pR s" c Q� - - ja9g s -_ 3 _��-; ti3 °�' Q 4'`� / " , , 149 C 1497 `L w._- 0' N 1 X01. FL g F �, s FS I O 19 973> ,--"-t_-'C)I�, + F M . 15 -- g; �� F8 _� �Pa9 ZCl 0 F / t 9.2 J'00" O' 4' 1 ' 8O- CONST. DRIVEWAY APPROACH PER STD. 305. (W= ��') e . E ,v FrN� F s cF °� s) 1499.64 Fs s" c � » �`'Q°? - 1 �) N- h, - - �`, ', W N 9 58.0 100.6 68.4 �14�31 5C F�' _, 11 ! 1? � �y� _ -�. _-- - � \O c,_ _ `� +AOS `' Ftof>8_F_L 119-/-44 FS N�0'�>0'o0"w 3 It p Via. ,1499.67 FS � 9�F- 77.34 CRC 2� 5$ ccv LO 08'30'00" 320.00' 47.47' 23.78' s a, 149°.71 F> 249,••16_ S .. 1�iia3.5'1 FS 04 00 ` 7¢ { :4` F= - - - .. W� _ -� - - r�'►�-�'� LINE 15 u [ �4 F, �s _ � C„_C� r- C 10 INSTALL STREET LIGHT 5800E BY S.C.E. COORDINATED 8 S kr ) F c �`' �a 66.73 G o� M 19'37'50" 320.00' 109.63' 55.36' AND PAID FOR BY DEVELOPER. �(� M� ,t O��}s F:.J/ : : 87.00 86.00 H � SZ� O�1 6 V Iwo :. 1,�1NE fl B �'� �� C�1 / `�� A X6°r� m o QN 20'52'37" 280.00' 102.02' 51 .58' 11 INSTALL STREET NAME SIGN PER CITY OF RANCHOS 4�n I 4+4 .9 �' o� `L�' 04+46.41 CR fp9 ` `� Lt fly, 9+72.t5 t�1 12 s CUCAMONGA STD. 401 do 402. � I PCC W _ it _ D; 1 tO a; o w = + m �Z I /f J f� + 11 "r- 0(, .0 j+7ry•39 I d• 1 5600 ! ?� 00 aNG ' ::•, 18 8+ 99.25 � I O .:. � rnI •'. ', �� + + + SEE SHEET # cr 13 INSTALL STOP AND STOP BAR. 23' 23' 04 r"- CITY , ��' o I N g � 5 Is' 18, �4� DESCRIPTION OF REVISION DATE APPROVED 14 ADJUST WATER VALVE COVER TO GRADE. -� r � U. I '� -. SEE SHEET #4 CITY OF RANCHO CUCAMONGA 15 ADJUST MANHOLE TO GRADE. 09+02.46 EC 2 =08+90.37 `SEE SHEET #2 PLAN AND PROFILE weWGArE �o1Pn� TRACT 14121 APPROVED BY: DATE: 7> eRaYEss�, � CITY ENGINEER RCE. NO. ZZ397 DESIGN PLANS PREPARED BY: �ECOMMENDED�� N 205% . ` 0*MORSE CONSULTING GROUP yD4� 9 to 0 �'593 * DRAWN 60 IRVINE BOULEVARD, SUITE 0201 SHEET 9tVINE, '7`117 RNIA 92)20-199- �� sl'r CfVll ��� M� 4) 73o-m� FAx (714) Sao-S290 OF f Of ;AL\E�R CHECKED DRAWING N0. E. NO SCM DATE FILE NO /39� 1 OC _ - s , 45.503 C11 t L=42.41' BENCH B.M.163 8 ARK _ 4.12 94 94 94 94 $ I > j ELEV: 197.257' C.�. TRANS 54.49' VC � _ Np I 24 EAST OF t 'EIIWANDA AWE. e w w /� �� yTRGRbU IST o v, N r AND 40'. NORTH OF t BASELINE 8 To 6 ,�. /W { SET BRASS BENCH DISC IN TOP' i I - 1500 :ch OF NE END OFA 4'X2' CONC. L-44.o1 -- BOAC CULVERT. . a 64 94 94 94 y � N41 F TOP OF 'WL L 6 CURB +r TANG. i i s ,��- g . R=2.774X I ' { 51 Q I ; , . t � s 9495 or _ _ { porn 45.50 VC � I i TANG. R=1: 618 P.I.-1498.08 ' f i 00 j f ' r ; i 54.49 VC 1 i P.I.=1484.09 ✓ i / ; 148 f •� x t 500 96 + r I I } 1 { i 1 c^v a M ,�g'�• EX. 0RdUNb AT ► a Il i ' : : - - I - - Z �• $4+co +W 1 +00 j NCO Q ; ]{ 1 i . 1 • , , < - O O - U // < j - : 1 1 { / ..1 b 1 1 7 ! -f t 1 1 I , 148 - .. , _�. _,_ _ e . __ 1495 . � , W o co FINISHED SURFACE AT I { i 1 i { I € TOP OF � e + { t TAN. R=3.458 1 1484 , ST. GROUNC At ''�� 1500 { : , r t E'LY R/W i r ; all } =1.047'9 a ; c , U i i . : 495 „ . . : 148 � __. _ . _ _: � s _.� -4- - - �- .•� �- _-�-_-�-__�- F o 9 94 44 - i i z t i j i Noc V n i > L=39.30' i # m `r r: E 1 4 4 4 1+ ' {to 0 i 00 a 10 a t 148 �; o , i ; , , 1 p+!} ; i v t 1101{ , i PROFI • LE SCALES 0 C Y ' • i 47.91' C . i i , . , 6 1 VC I L=41.77 P.L=1483.96 P.I.=1498.18 HORIZ. 1 >_ X40 C.F. TRANS. _ I '-VERT: 1" - 4' ' 6- 1 k ; i 8 TO 6 _ w 1 2 3 4 5 PLAN SCALE 1" 40' SEE S/l CONSTRUCTION NOTES E k E EIV r �' #S N W w w o A Y 1 CONST. 3 A.C. OVER 4 A.B. PAVEMENT. 1 . �?A QO 51 4 �2• 36./1 x O 2 2' � O 6' 14 6 Wl w w � �iV N// .s' ��?" CURVE DATA 3 CONST. s CURB W/24 GUTTER PER STD. 303 (SEE � T C�'. DETAIL ON SHEET NO. 1). �Nj. / °' lIs' SEE SHEET R L T #3 A 93 23 03 27.00 44.01 28.64 m 10 N , 23, • r " , r r 8' 18• B 88 38 54 27.00 41 .77 26.37 43 So- CONST. 4.5' WIDE SIDEWALK PER CITY OF RANCHO oy �N 8 4 $ oo ^� ^� _ 9 > C 22'05'00" 272.00' 104.84' 53.08' CUCAMONGA STD. 310 do 311. r U o a - , " r r r 3 t o a a f + o �s � .• � � D 22 05 00 290.00 111 .77 56.59 5449, + N J 8 12+10.000 .� 0 �f{. CR 8 -! 2 05 00 308.00' 118.71 60.10 3 E 2 •6 N ! 1 \ 1 ' & fZ x•66 � .I 1 42.9 � ' ." N Z 4 �)`- 1 ,cfi n 3 1 / / ��`./ •, _ 55.40' 13. � ^��'.,:,:;X:..'~J � '(• v,(\� , " , r , F 15 45 00 308.00 84.67 42.60 _ . y / 4 14fi_3Fr 2 e, __CF- �, .. � �.s/ Fl_ --_ , 4 q o� G 15 45 00 290 00 79.72' 40.11 ' 8 CONST. DRIVEWAY APPROACH PER STD. 305. W= 1�') �l - - �i- i 142."4 F� 14Gf'.?F Fe#f- !Q• r 3 v i . r " r r r .� ° '^ - ,��;.s� F ��y�y�:1 - =LLaa H 15 45 00 272.00 74.77 37.62 ...;..:..:.:. FL 2t fi� aE - - / CF r » , r r I II �, ��• I 8 � , __ _ v � 90'00'00" 27.00' 42.41 ' 27.00' • � -q J1 of U 41.2-1 v v_ -+ ;�{_ �i� .. 10 INSTALL STREET LIGHT 5800L BY S.C.E. COORDINATED / •87 3.43' 2599 29.20 44.2° 11.07 -�-�- • AND PAID FOR BY DEVELOPER. ^ 36 8s �- .1 83 23 33 27.00 39.30 24.05 11 INSTALL STREET NAME SIGN PER CITY OF RANCHO 5' 22' 2236 �^ 8 j J _ ,R 12+94.x90 CUCAMONGA STD. 401 do 402. x' 14' r J a x 1 INSTALL STOP SIGN PER CITY OF RANCHO e is !s 3 40) v III u- o l l s' CUCAMONGA STD. 401 do 402. KENyok �r'1 +In I o) 111 DESCRIPTION OF REVISION DATE CITY SEES WAY � w �,co 13 INSTALL STOP AND STOP BAR. HEFT 0 k,. I � `- APPROVED O- � •� � z h' CITY OF RANCHO CUCAMONGA 14 ADJUST WATER VALVE COVER TO GRADE. to a 2 ' 23' 5 8' 18' «vsrAc� lVt7 OCtr�C'rsrCN ��° CAC-17rAMS PLAN AND PROFILE Ono. w-aM- weWQgrc- cCkP. z� AeJaagr C &mumoar- ev Gm<,gcC7G WMrerf0N?* AVCN4Cr KC-%9rerQNr AV4SNd� �,� n-N� wAY � wee m �&evc- TR ACT 14121 _ APPROVED BY: DATE: t, ??OfESS9, CITY ENGINEER RCE. NO. 3� DESIGN PLANS Pka'AREU BY: RECOMMENDED No 10596 CJG-,E MORSE CONSULTING GROUP !'01;!71 ��a o * PLANNM imnvffimvc suj varm�c ExD 93D93 * DRAWN 4860 R%ANE BOULEVARD. SUITE *201 SHEET IRVINE, CALIFORNIA 92720-1999 'rlf CIVIL N\� ``* 4) 730-7117 FAX (714) 730-7260 0f jFOF CAL IFO� CHECKED DRAWING NO. C.E. NO 6CAf DATE FILE NO /��� B.M.163 4 , e" T0 6" 6" TD 8" � I BENCH MARK B C.F. TRANS. C.F. TRANS. ' =54 98' f =14 € ELEV: 1297.297 L=44.01 L-41.77 _ 50.00 VC > 94 94 94 94 ; 24 FAST OF It C71WANDA AVL ' L=.350.49' OC ' 40 OC OC P.I.=1486.15 AND 40 NORTH OF t BASELINE, 44 44 94 44 94 44 94 442 4 SET BRASS BENCH DISC iN TOP IEXIST. o # OF NE END OF A 4!X ' CONIC. , - � TOP OF N'LY 8 CURB 4, -, ` � I � _ , 2 PER P.M. 10185 �N .. W _ VERT. BOX CUL : ^� •� $ t L 60.E C � t` � co � air t` yr � �� � 0 00 � rn f` � N ce r mcr_ m r co 1 ; + 00 0� co fpQ CIS! O �y s N Qs IA v O O 4 CO � M tD � to N t , t4851mco O r M N ' 485 . -J-- 00 00 m } N TOP OF N'LY 8 CURB CA 4151A7 50.0 P.I.=1485.95 �. V - ; }} �T ExISfi. FINISH SURFACE R 14$0 + 1 two PER P.M. 10185 � tn j - - - - - •� i + - ! 00 O N d T7 t 41 4 +410 . O M ham•. : � N m •O � 1 1 J 00 , , , . , 4 • -. 1 85 -_.. .. - -.> ..-., __...._.. .. ..-.._ __:.._ ..-a _.-.... ..._-,.. _. . --. ._ _..-_«_ "".--•-1---.-., .a_.a_-......_d___,_----a.-_.... -i.-_-.. _._,..�-- ........._s...._1-... J.-.....__.1:. ,._.-.-. ,_ . .._ _ .. _._ ._,._- sF....-..®.i.------i--.... -, O O +CO O pNp '1Q�t �� j� � •- t P ;a. _+ , :$ O .tom ,+�� ` . Sia.. FINISH SURFACE AT t I iiC44 14. �, EXIST. FINISH SURFACE AT . �►7�•, �" .�.-A � I PER P.M. 10185 ' - _ l -. 1 d 1 j 1 480 - - < , . - - , . # < 4$0 J i f .j + ii t 1 f A J f t t J J i 1 1 , t 1 + + 1 yy i A J i I f J 1 J Z i I # < J { t 4 f I i i 1 1 1 i i i t i 1 J 1 i r t i , t 1 1 i J < J ; , : -i -J . -- _# - � - - + t} -J - - i - I + J } { i ! ! - - < t J - i 1 - , J � i 1 J I 1 1 -�- � � 1 + � + ♦5 < � , { . i . , � ♦rte 7 � t t + 1 i 1 ; ..rir" i r J a : , 1 1 1465, t G; .. _ . .. __ -..._ _-._ __ � _ ;....._,d_„'_.,..,_ -, ,b._.,... m -e- . _ _ . � �.-a. _. 1 3 «� �� rn Z O O 00 O " �. s j O TOP� OF S $ CUUH i co •7$ . .:� v rn RETURN ONLY g0 T N 1 I 1 co ; to 10 Im j # .r 48 0 EXISI`. TOF OF 'S LY 8 CURS 50.06 v� 1 i 8 00 N CO PER P.M. 10185 P.L=1486.1 s Co ' I J L 371.5'8 OC 44 44 44 94 L=il 8?.0 ' ? PROFILE SCALES L-54.98 i oC HOR17_t 1" X40' } i +► _ *. i - VERT: �1 - 4 I x i i 1 , : « i + : r 22 23 24 25 26 27 28 29 30 PLAN SCALE 5, Z l.00• .00' 1" 40' U- U L U 11 z /F CD Nlll L� �ry ^ Kt �V I SEE SHEET #4 �aa� g 400 a'b� �s . J I � > l I r z N DETAIL"c to m + m N s� 1-1119 , 11 1 o CONSTRUCTION NOTES 23• 2 ( {1 1 , 1 1 U C'1 43 N a / I 5 18 18 5 ` f 1 N .a� co �.n `Lo,4j�Ox 8 3 <\ 4 N / W I FDR cotK RUCTION OF � ' k0c) K CONST. 4" A.C. OVER 4" A.B. PAVEMENT. N . m TURF 5LOC \ N� V+ 9 { p\ + �` I � �� ,� � + + 57+17' 0 a _ - cam 5 41 3:1 MAx. 22 0 +5 51 I /IZ I �y`, � WEE pE�All X"0 "'o , K �, `fl I r-'• �\ (9 S�0 4 •40'1 ~E 4 CONST. 8" CURB W/24" GUTTER PER STD. 303 (SEE 12 1 ;K% � , ^ NBg� y DETAIL ON SHEET NO. 1). 3:1 MAY CONST. 4.5' WIDE SIDEWALK PER CITY OF RANCHO S p 9 A B 14s2-8 Fy 4 5 t� ` ,e>" X 59 / ' CUCAMONGA STD. 310 & 311. (4'WnQ=_ av ICC-ivrtW t 6)-,, s 2. - 8 9 _ 485.29 FL yWl�caC aV (►Ze44,(I C-eV AVC'- �.. V CV 0 5 � 1 2 ` �� CF E LY , rn . r W -+ __ G 2 N 1483.03 FL ,�, ^ - - - - 2 33' -COIN J +i 3pl8a F� �3 - / 6�- CONST. 6 WIDE CONIC. CROSS GUTTER PER CITY OFi. : z - '� _ _ _-w_ _ _ - 1482.91 FL--AL CF N S 3 Fs 1483 us RANCHO CUCAMONGA STD. 308 W/6 MONOLITH CURB. 15 F 1 8 •04 g " _ 25 `� H = I ° 27 S �0 - 15 `r° - '^ 1 O7 -- CONST. HANDICAPPED RAMP PER CITY OF RANCHO * ExD.33;i93 ,t cxcsz'm �, t4 w _ � � �_ CUCAMONGA STD. 310. _ N CML \r E Q c ' v � � - _ _ �,► _ _ - � leG"MAIN •� a v - CONST. LOCAL DEPRESSION PER STD. 518. CURVE DATA ^ a o� 1 II ` M.G.G• ©5TCttaET LIGHT To Sr- PROTEGTL:C IN PLACE , /6,Q 8 (i R/ ID D R L T o N xoo�j �1 w.�1�1UE 5-7-92 Mr-LOCATION No-r RCc�c�I CITY • + 'O 11 1 M��LIK nvG'' DESCRIPTION OF REVISION DATE APPROVED. A 08#59'19"19 1022.00 160.33 80.33 N o p nE NYO N WAY V_ B 10.36'21" 1000.00' 185.11' 92.82' y� CITY OF RANCHO CUCAMONGA C 10'36'21" 978.00' 181.03' 90.78' '•, DETAIL "A" DETAIL "B" D 93'23'03" 27.00' 44.01' 28.64' %% 'f.O°� I0T.O° &`O° s' 4' s' PLAN AND PROFILE E 01'08'05" 1000.00' 19.80' 9.90' �O 9 � U- 13 INSTALL STOP AND STOP BAR. K E N YO N WAY F 01'0805" 1022.00' 20.24' 10.12' '~,y ° 4 1° 0 N LZ 14 ADJUST WATER VALVE COVER TO GRADE. 156' W/0 MILLIKEN AVENUE TO MILLIKEN AVENUE G 88o38'54" 27.00' 41.77' 26.37' 2•It a 15 ADJUST MANHOLE TO GRADE. TRACT 14121 00 H 17'10'55" 978.00' 293.28' 147.75' �9 ® REMOVE EXIST CURB & GUTTER, ow t� I -:A OVc Gxesr. WMO GGc�ze&j- 04mc - DATE-. i X-GUTTER PAVEMENT. SIDEWALK. _ I� WAS v �av� APPROVED 8Y: I 19'41 '49" 1000.00' 343.78' 173.60' Flow CITY ENGINEER RC.E N0. ? (GAWC&I-) J 19'41'49" 1022.00' 351.34' 177.42' ���, N ,�0 KELOCATE EXI5TING TKEET LR5c 4T DESIGN PLANS PREPARED BY: RECOMMENDED- 1 ED REMOVE EXIST. CURB do GUTTER. �N„ ,�Ci ^ o v �, �v P DORDINA D MIP Fit? V F'I`' K 90'0000" 35.00' 54.98' 35.00' �9 SIDEWALK. eI''„� o�f �P�E" '�� �`, Z wry � { MORSE CONSULTING GROUP 4J t Io��o _ �� m a' J CnNST. 8" LIMITED ACCE515 CIxCS W�TRAN'SITION Pl.,wxrxc sncrxMxrnc suRvamvc : �` DRAWN SHEET L 89'08'26" 35.00' 54.45' 34.48' off' `° P �' o°�` ``'^� � ' + \ \� ` P ` PE1e CITY STD. C)O-L �6HNE 4EBOULEVARD. CALIFORNIA D. 01 s e Di C t N �p �°` 1\a N a Mn 4) 7so-r» FAX (714) 730-7MO "7 OF M 00'50'28" 1022.00' 15.00' 7.50' ,, p 2a O3NST 8•AAK 'S►DEW/�lK �,/CTNIN EMeR�ENCY CHECKED DRAWING N0, N 00.52'44" s78.00' 15.00' 7.50' NO toQ LOCAL DEPRESSION DETAIL SCM DATE ILE NO /326 ece�c=cr &-t" -C=r &Q. J_CN=1Z HIGHLAND AVENUE 8 ,�• EXISTING qhs - 0 L Pt-1UE t�'c t _ _ _ _..._. -.--_ _ _ . _ _. _ I..aND�iCAf'E EASE;M�tT , w A 67 ITV 4, /� �f ce. fe3 1Q s V $ 3" i 1 :, LEGEND b,. F n PUBLIC MAINTENANCE ARF. A C5O 2-4:> I N T_. .. s w - ENo > 01 DTE: 8�451N,S1DC1N NA Llr'. AND U N DCR 51D E111s'RLK 54, , 9 _ \ `' LRA N TO f3C C0115TRUCTED PER CITY z��, 1 - e°4 . 93 D1V1Gzg-o 5�rr s \__ e _ 16 2 W _ �r °� 5103' 3 "� Z` �1 J 33.13' i • J10, `v lAf, 4Q ` _ 119.65' V �"`"� 71 ti K 6% UJI �► � 6 � � �d a � ,fir _ N 8 - ,/� �R ... rr �'� „� ' � �.Xt 21 nv v F � I �, •�- :. (4 �ti i I5.1 F` f ZI/ _ ho�4 C 8 'J f3 5(I' - _ tyol' pose iQ5.99' 2' i05.3Q' �\ C' ` a` 07 dC'` 31 % } 4 .i 113. 22 4 3942 , / Q ;� N 4 _ r �.t 1 !46.78'6 6 All 214 404 --1 .. . g .� � - 02 4� _ 2 �m 01F F - - JZ o4 I • l A 3 `^P _ 5I�F ,_ � I 43 � N. 3 4c .. G. ��� v of� 1 P SdJ Y cf 4r y`� 'J oLQ�I ?.cc t 102.2,3' O13 ( +. U. -.. ,.�,. 021 _ nd'° ujtO6 Z .Z'1 f'• '� C �' 105 35 _-•___ Q' w f , rte_ _"N T—- � - __ J; t } c 4 4",t,8 4 ,�• 99 I - 91,71F -444 �a' �' 24 a� tw a . 4 ,.• Q i o e > _ � a _ `k3.3? � l \ 4 � ��• " 94 34' oma` 9 � iws p - uj `77 __ 493 b - s�� O 'e{'i �; �` 15.42 ; �„j . 4 Y _ q+ C7" .• v 95.14 p��•-� �_ , fu 4 �. i Q�v _ D ,�_ ``1.. 8 , � _ � ;,'• pip J,% . . ., _ 117.73' �5 1 ie/v 75 rolv Q . .- 74 — 73 1�o r ., D -.._ __-• ;; � V�5ionfea/ W�• h Wo//,a-%cafion @ 3 A46,-5e cer.7,0)2,(S��. _ -- ---_ DESCRIPTION OF REVISION DATE CITY T �} APPROVED 9C a ITY OF RANCHO CUCAMONGA 68 67 PUBLIC MAINTENANCE AREA PLAN 66 5 D�� Q��Q� E�� � CGRADING /PUBLIC IMPf�OVEMENTS} � (.) D �4 c ��`' °��ys FOR No.2? 20596 E.¢30-"13 * TRACT 14121 cIVI qlf OF L�F� APPROVED BY: f: DATE: CA CITY ENGINEER � � � % RC.E NO. 27 BENCH MARK B.M. 163B DESIGN RECOMMENDED MORSE CONSUL77NG GROUP ELEV. 1297.297 DEE PL.INNING' . ENGINF,F"RING • sURVFYiNG 24' EAST OF ETIWANDA - ml — -- AVENUE AND 40' NORTHFAX DRAWN mnP&CAL M 7117 NVW72noreeo SHEET OF (t BASELINE, SET BRASS L_QF (O OF _T BENCH DISC. IN TOP OF CHECKED DRAWING N0. NE END OF A 4X2 CONC. BOX CULVERT. SCM DATE FILE NOON PROJECT SHEET N0-_l_LpF1L HIGHLAND AVENUE 8 ExtS ncvG •. ,cv 4',c i .c ENTRY WAL.1,•.£ L Al �,� � Xvli/ U PLIUE 1 L _..-_ _ _._. 5� t�iD4k e4llF_MeNT _ . _ - �a CONSTRUCTION NOTES: I g £- h , •- Mia. - �*, ,` \ ,3 ---s;==. , _ .\ St .� c,`� l6 INSTALL STREET TREE BRANCHYCHITON POPULNEUS (15 GALLto ON). 7 "� . ' r � 17 INSTALL STREET TREE EUCALYPTUS NICHOLLI(5 GALLON). 4c F' yg t :.fit. : Y�, .... tEl 1O r. $ 4- -� -�.___ U _---- &INSTALL STREET TREE MAGNOLIA GRANDIFLORA (15 GALLON). ! c �Ct'`"iT1h1G 5Ef T1C�. e.- - ir 18 n of= At4Y) 4 50 t. 1 i --_`_ � o �� Ig TU 151, PR4P'�m-� 50 .8 ao �C*0)fbcF_D OF ' ----', C50D24- L i U > 0 - _ - 27tua) I qfd I Lit" — — _ �. ./ _..may 16.9 - _ - { LAF 3 D > `� F 9 ♦ i FP o } i ,/� _ r, '-'�-..., 38.`6' cj{ . M1 1vu ♦ 4 Y.. 1 33.13` , —T— 5YM. STREET STREET TREE SIZE QTY SPACING 1 4P da ( BELH AV EN CT MAG NOLr AFt A c, „ • 15 GAL. 15 EA. 50, 0•G ' F Lc% I '� !19.65' '. _ 'J �V �9� ^ � ❑ ING 5 G4L. 30 O.C. . o _ N�CH � n • _ p 1.1 0- _ L�' W ATE DR EUCALYPTUS I� F.A . � _ _ �. MAGNOLItA ' • gRpDFORO GT. 15 GAL,. 15 EA. 30 O.C. o� \ - �o` c> CpR� DIFL ORA Y >� ❑ / �`F, - ��, i -' BRANCH CH TON ► AL. 1Co EA 1 > I � , __ UJI v .. � - �` � , } a 1'�t 30 g 1 �;, - .� �o,�(i 0 WESTMONT AVE. POPULN 5 30 O.C- i ^' f I {..... wuz Q ` �e , 1 46 c_ '� 3 � / ry40 "1� � y ,Y. iM }15.2-1 \ 1- f _ pr� d� 4.I S' 28 8 50' _ ` I �' 105.99' c 31 ` _. I - ... _ e I __..- q � _:` ' p % �_ CONSTRUCTION NOTES FOR STREET TREES: i d' t9 a i trt ^. � - - I ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601. 0 3g 42 �j�j 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD "" v �' ` ! r 5A OR 605B AS PROXIMITY TO HARDSCAPE DICTATES � 1� t(x -.., -.�' 1(h"'1�J '� .. 7 QA�.�c' A ......_ _-. — - 60 �' .. ' 1{2.84 - __ •, _ _ . �,;_� �� hr � o Via:r a RECOMMENDATIONS 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE R OM i ( CL - EA �� .. �:.. �_ �"',.�:" �-�° -� ,. s :: � - u' � � OF AN AGRONOMIC SOILS REPORT FURNISHED TO THE CITY INSPECTOR F , , e , -- d - �' "� 4 NO STREET TREES SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS 45 Z -'`•k - I � e Q! CLOSER THAN THREE FEET (3') TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. r►, _ X71 3 3^ `` 4 3 (�'�') � � 11 20 EES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY �. r - - "°` � \ '-.,�' r-Y} �` Y I 5. ALL STREET TR 1 o 4 7 102.23 `� �. � a 16` ,r) �'�� ,� W ' ,�� I ENGINEER. ` /J4 ' ,n ��.'1 871= Q -� 13.02 .12,6e >UL 106 2Z` / tx 105 36 � g 177 _ f�4�.._..._._...._._ 1G} .�oZRw ; ` J. ie35 ;... t� _ £ � •cF`,CC: - �� ��v�`.c� ,gyp &T� / I t -- .� TFtw �7 _ f , T Co "� �� o'�° ;�. al e %,_76> t uj4 �vv 31 ' (NP NO SIGHT OBSCURING MATERIAL SHALL BE PLACED IN Y-11 '" ' 6 , ) ® D ® THIS AREA. t t! 104.00' � , 2 ''� 5 v t9 ... •.-.a� _ cv - �� Q d TA �" _ fI5. 2' }'c 6 ap q) '�} �` D`+f3• cam'(�.�.. �� ,Q Q 4 Dq)'/ ILL. ...w� .29 y�aR�� 3 - Ip a _ c o 93.37' q'� r,�'�� Lei t"� - �'`'- `'` ►5.14' t Dr1 � r cI 44 - _ - = .3 1 � a 00 { 7 6 4 :,o Q i i\ 5 Y 74 ;� _. . .� py VCaRUa13LE Si f31 ..i ��� ! 3 Ia.82 3 t �Ax ` \ 78.00' .� .1 (f WA Y � _ --- �'r CITY - ----==`p�D��'�' DESCRIPTION OF REVISION DATE —T _ — APPROVED 6 G RANCHOCUCAMONGA � �P CITY OF R NC 66 67 �� 04Ess{ PUBLIC TREES WITHIN CITY'S LANDSCAPE EASEMENT 0 �• R N Q 66 �� o q� T p � C. �.`I M F 65 � �. o � D 64 FOR W T 1 W. 20596 .Z7 2? EW¢X-3 * TRACT 14121 ` ql CIVI ��� APPROVED BY'. f. , / DATE: f OF CA��E� /• CITY ENGINEER _�. � R.C.E. NO. 2259-7 BENCH MARK B.M. 1638 DESIGN RECOMMENDED P N ROU -MORSE CONSULT! C G ELEV. 1297.297 DEE _ PLANNING* • ENGINF•F.RING 0 SURWYING_ II' 24' EAST OF (t ETIWANDA «p.R'!E M7,Ilfvum.surto•xol AVENUE AND 40' NORTH �� n7�» DRAWN (TIQ7P&CA . N11 71U 19" SHEET OF (. BASELINE, SET BRASS �OF BENCH DISC. IN TOP OF CHECKED DRAWING N0. NE END OF A 4 XY CONC. /-? BOX CULVERT. SCM DATE __ FILE NO 7 PROJECT SHEET N0.ZOF_� Z