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HomeMy WebLinkAbout1833-SW STREET IMPROVEMENTS GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 1997 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. BASELINE RD. VICTORIA ARBORS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO CHURCH STREET & THESE STANDARDS AND SPECIFICATIONS. __r " PROJECT SITE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER Y CHURCH Q ST. 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 oz SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO DAY C K OUL V A D IFOOTHILL BLVD. COST TO THE CITY OF RANCHO CUCAMONGA. ARROW RT. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. COMMUNITY FACILITIES DIST ICT 2001� 01A z ¢ o 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, = Y 3 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY PL STREET 4TH ST. CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. R/W IN THE CITY OF RANCHO CUCAMONGA 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SCREEN WALL IN TRACT 16312 SWILL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES TC MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR z VARIES 20. CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. n - 2' VARIES 6' MEANDERING VARIES y 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 4' MIN., 10' MAX. SIDEWALK 4' MIN. - _ ORIGINAL GROUND AND ALL SUB-GRADES SWILL BE PERFORMED AT NO COST TO THE CITY OF 10' MAX. - e I T VICINITY MAP RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ' NOT TO SCALE MATERIALS AND/OR SURFACING. I PAD ELEVATION 1 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. MqX 2.0% 2.0% �G j 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CIITY EVEENGINEEIS ANDN AL EQUIVALENT OR DETERMINATIONS AGGREGATE COMBASEPED TO VERIFY: R-VALUE, _ CONSTRUCTION NOTES 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TYPICAL CHURCH STREET NORTH PARKWAY SECTION j TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. STREET IMPROVEMENTS 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY SECTION A-A MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE (NTS) ° ' 1. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. AND DETAIL HEREON ABOVE HE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 103. GRADE MATERIAL OF A QUALITY BETTER THAN HE NATIVE MATERIAL. I I 2. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do ' ' 3. CONSTRUCT ASPHALTIC WALK do HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103 (3' AC OVER NATIVE). 12. IF HE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED R/W r BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE I I { � 4• JDIN FX. 51DEWhL1r TP/t/VSiTId/f A5 NEC.tS.SafzY MANUFACTURER'S RECOMMENDED RATE FOR HE FULL PAVEMENT WIDTH PRIOR TO PAVING. UP SLOPE 12' I 1.0' /R.G. PAD t 5. RE.MOvE Ex jW1VE,,eE�4KE W/5/060Jr4UC A140 C,09B IFND 60ITGe FEK-G/� S ! 7D. /D¢ 13. ESTIMATE OF QUANTITIES IS PROVIDED BY HE ENGINEER ONLY FOR CONVENIENCE, , t ; ► &. [pNsre[f-r LOM M EefJ At DQ r vE wPR_26A1- Pee c i TY SSD. 161 THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF �i r 7 SAW LuT AAtD 3011 EX/s I/SVG 6&^-r-V ACte55 ZDAD, CdKST12OCr G" AG OA/ N,*rl VE CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY �, } _ THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALLBE i . CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 0.5' ; t 4' ,f 14. STREET SIGNS PER CIIY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE �2% CONSTRUCTED AT EACH INTERSECTION. i ! ? DOWN SLOPE € i 0 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE RESPONSIBILITY FOR THE CORRECTION OF 7' / R.G. PAD ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST HE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL IE + P 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEMI, HAZARD FREE, ORDERLY TYPICAL CHURCH STREET SOUTH PARKWAY SECTION STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEMIED UPON REQUEST OF THE ; INSPECTOR. SECTION B-Brig 17. HE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE (NTS) i PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- I ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO HE SATIS- FACTION OF THE CITY ENGINEER. SCREEN WALL IN TRACT 16312 TC I UUM CONTACT 5' MIN 6' MEANDERING VARIES SIDEWALK 3' MIN. ._a._.. L E G E N D CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 2' 9.5' MAX. (818) 969-7911 SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT - �- t MR. BOB STAWNGS PAD FOR BASE LINE ROAD CONSTRUCTION 1. I F- _. cry 9 DENOTES STREET PLAN SHEET NUMBER GENERAL TELEPHONE 1-800-483-3000 1-800-427-2200 RES. �- 2.O%.0% z 1 ,_ -.r i..� . _l,__.L, __.�! �° 10 DENOTES STORM DRAIN PLAN SHEET NUMBER SOUTHERN CALIFORNIA GAS COMPANY � k 216 N. EUCLID AVENUE 1-800-427-2000 COMM. I' ff j j I t ONTARIO, CA 91762 DENOTES PROPOSED STREET LIGHT$ �J CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 DAY CREEK BOULEVARD ..__. .__.,; Q 9641 SAN BERNARNNO ROAD i t -. DENOTES Q( ; STREET LK�M$ I a RANCHO CUCAMONGA, CA 91730 TYPICAL WEST PARKWAY SECTION I[ VACY 16312 METROPOLITAN WATER DISTRICT (909) 593-7474 SECTION C-C _ DENOTES STREET NAME SIGN 700 N. MORENO AVENUE LA VERNE, CA 91750 (NTS) ' --__ i I s ! I j } 1 �.. _._.__. t� • DENOTES TRAFFIC SIGN COMCAST 909) 983-9895 _.-_ 1205 DUPONT STREET PORTION OF RED HILL) STREET ONTARIO, CA 91762 R/W 25 TC _ _ - �� t 4 DENOTES STRiPMG PLAN SHEET NUMBER i+ i, MARKS CABLEVISION 909 987-6275 10808 FOOTHILL BLVD. #120 9093 880-0222 5' MIN 10' MEANDERING VARIES SIDEWALK 3' MIN. `. '., �-" RANCHO CUCAMONGA, CA 91730 14.5' MAX. `t. \ SCREEN WALL IN TRACT 16313 & 16314______ PAD1 . �t�� 1 v PRIVATE ENGINEER'S NOTICE TO CONTRACTOR �, -- -� Cis'= } � 3 _ 2.0% 2.0% -` CITY OF RANCHO CUCAMONGA HE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 2' -� - SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON STREET IMPROVEMENT PLANS FOR HESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS PAD DAY CREEK BOULEVARD INDEX MAP TO PROTECT HE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON � CHURCH STREET � HESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TYPICAL EAST PARKWAY SECTION SCALE : 1"=200' DAY CREEK BOULEVARD TO THESE PLANS PROVIDED A SAFE SHALLCONDUCT CTON WORK THEIR HE PUBLIC ISOPROTECTED.EMPLOYEESALL CONTRACTORS SECTION D-D THAT ALL TITLE SHEET AND SUBCONTRACTORS SHALL COMPLY WITH HE "OCCUPATIONAL SAFETY AND HEALTH (PITS) COMMUNITY FACILITIES DISTRICT 2001-01A REGULATIONS" OF HE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION HE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR HE CONTRACTOR'S APPROVED BY D AT E;9 � EXISTING SURVEY MONUMENTATION QI oN CITY ENGINEER RCE NO AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH pf ESS/ 24953 REGULATIONS" OF HE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION q I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY ��� ��`S C. �F DESIGN VolRECOMMENDED THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST THE FIELD ARE SHOWN ON THESE PLANS AND ARE Q� �6 � CITY OF RANCHO CUCAMONGA - Mo•sR. �.. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESCRIBED AS FOLLOWS: "' �, z BENCHMARK N0. 10051, ELEV.: 1300.686 R.P.P. z- sem, 5"=''350 �� RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF cD No. 20596 mo o R I c w lv lm,a M14 HIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS �' "� SET 2" BRASS DISK IN CONC. CURB NONE d Exp. 9-30-05 " DRAWN I Yek.9n-25=-Ml SHEET REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING * * AfCrE 7D .TD1�d L X/57/A16 S1W )q&,t UV EEPLAC6 [_C Delll STAMPED CITY OF RANCHO CUCAMONGA BM 5 c M u l.2 FAX: 90-25=-0516 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HE OWNER Z�d C/VII �Q f1 10051 1987' AT THE NORTHWEST CORNER OF R.P.P. v N E R s E N c=N E E R s s u R v E Y o R s Q AND HE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN DATE q�� F Q WIGUCD AND C�U7'r��J GaKST D�211�2J CLWST !o LY1( BASE LINE ROAD AND SWANSON PLACE 0.25 1 OF v CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE STANL C. MO SE RCE NO. 20596 OF CAL` NAM/ StyEET Z - mr- 8'Z`-03 c/ry MILES WEST OF EIIWANDA AVENUE, AT CHECKED DRAWING NO. NEGLIGENCE OF HE OWNER OR ENGINEER. E NO 20596 DESCRIPTION OF REVISION DATE SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. �8 33-$W A ROVED: OF CURB RETURN. DATE FILE NO L4 I:\29011\IMPLANS\DAYCREEK\SIP0I.dwg 8/25/03 I PROJECT SHEET NO. OF r MS ODRIVE � DA E 11 11 . OUTHERN ` jF 1A CALIFORNIA IMP CA L I EDISON + 7 RIVE APPMRDA PER `� �� G 5 IVP APPROACH PER 10+ ti .6' h ?r /o _ 3 FD fA IMP PLANS �� mum +ice =�... _ A LIMITS OF �o s CONS UCTIONlammumm A it 1 W=4 _�- 13+00 ; . __. -6 14+00 ----- -- --+----- --- - ,�`�50, { _ w -_� u+an - - ^\ �` 18i-Op rs19+00 _ _ / ----_ 114' I _'` fi' _ - w 4' ICTIO N DRIVE APPROACH PER _ _ o,�' CFD lA IMP PLANS _ 13 1 W=4' .��`' �c, �? Q m B DRIVE APPROACH PER % LIMITS OF I SCALE 1"=40' CFD lA IMP PLANS CONSTRUCTION B CHURCH STREET (CFD 1A STREET IMPROVEMENT PLANS PER DWG. NO. 1833) HESS PLACE TRA(-T 1\10, 16312 fA A LIMITS OF Oq y _�. C CONSTRUCTIONSZ 11D. ,SMAC r 1\10, k6 ) , ;�� �� 1 0 _ F _ 3.1 0 ON .00/ , . �'�s .�•; � '� A LIM � TI � � t . 1 ���, __-- ow MOONS gnaw 2 �►} �� 1 w=6' ti lc 3 TRACT NO, )3 013 �rt 24+00 25+00 ��� 3 ` 1 W=6' _ r 1 - _ A J _ �- _ - ,_ 21+00 ,� �, __ �`� 1v t 3 ------------- C14_ ,y 4 1 3 f r ` Q Q - --- �'� �� 1 W 4 � 2 LIMITS OF �, ' - ___._ ��`O��c, ,��`���, \ �, � W CONSTRUCTION 47 momLIMITS OF 31 �1 RUOTION y � `� ' g cHURCF�-B��� '�,\_ �ti ,�`' coNST STREET B FUTURE .�� S�F� K ��� ` 1 w-=4' f 3 SCALE 1"=40' CHURCH S TREE T s - (CFD lA STREET IMPROVEMENT PLANS PER DWG. NO. 1833) CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS FOR QROF ES. CHURCH STREET L, En No. 20596 �" m CO Y FACLITIES Exp.c9v 30-05\* DISTRICT 01-01A 9T�OF CAI-\ APPROVED BY �� �' DATE: `f CONSTRUCTION NOTES CITY ENGINEER.,/ L'�L �C RCE NO 24953 O1 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103 do 114. Q1rotN CYiSTINta SfD1=WAL1L ,-realv�rnor�! Alf C�sPJ�`t CITY OF RANCHO CUCAMONGA DESIGN r r: Mons[ 17320 1t.A;14 A- RECOMMENDED Q2 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. © REMDV� �CISTiiJ� Drziv6, KE�LJICENr1 S�I�Er�JAL1L' ,AND C-UZB hND Gv7TEQ E� CIrYSTD /d4 BENCHMARK NO. 10051, ELEV.: 1300.686 ��� R.P.P. oo.1 M StIWvi.*' 50 976,1 U= SET 2" BRASS DISK IN CONC. CURB , r Vske:9«.751-aft (, CGYv5T,EL.+�T caNM�1PC1AL IeIyE APPPR6KH a k cjtY 57'D i41 " DRAWN . X ,C„u►.Z FN(; 919-751-0516 SHEET O CONSTRUCT ASPHALTIC WALK do HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103 (3' AC OVER NATIVE). O _ J1fofF fn --01^1 TD GxrATPA(L SfC;C-- AHC ZOVO STAMPED CITY OF RANCHO CUCAMONGA BM AM2 JD11V L�1577 1V(, 6,00/VN )ICC'E55 A?a4L), cOK57720C7 lv n Ac a&! �clfn�c r Ex/sr/n/!. LX w6,CZW sr Dki LIE , co ArST Z"'Ac 10051 1987" AT THE NORTHWEST CORNER OF R.P.P. P N E R s E N 1 N E E!s s u R v E r o■s n k�F7t VE - iwCP 8-2�-�3 cry BASE LINE ROAD AND SWANSON PLACE 0.25 2 OF MILES WEST OF ETIWANDA AVENUE, AT CHECKED NO 20596 DRAWING N0. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. $33Su� APPROVED: OF CURB RETURN. DATE FILE NO ✓ � 3I:\29011\IMPLANS\DAYCREEK\SIP02.dwg 8/25/03 �{ PROJECT SHEET NO. OF r CHURCH STREET I i APPELLATION DRIVE TRALT NO, yG� �� Q ` ���,• +' I r to R ; , ` T ` C LIMITS` OF CONSTRUC LIMITS OF TION I \ ti v .... ..E�� �E■EES •� O � 1 •�G \ �' `..i iEs � � : � s� C i � I 1 '� .!� ,Ea. ,SEs CONSTRUCTION/ 3:1 3:1 I ' \ +,✓..ESs s'E� � � ��.. 3 i I I 1, _ , 1 , C WI 44" LAJ _ . � I 1 1 I • J i l o —___ L — ------- +� — --Fex 82+d11 83+00 _1.00% 84+00 85+00 fi + rm4cl, -- OD+18 iT _ _ W W-10 .�'�° 11c, D �ti �' �ti �ti �, �^• 1V , .. _... _ 0-r O / kuj 1 =10' k' � +•� �uwEsV l '� ! LIMITS OF Q -, I { ..- - / D CONSTRUCTION CONSTRUCTION D 12�1.1s N on .E . FL TRACT NO, -163-14 j 3-13 A APPELLATION DRIVE I DAY CREEK BOULEVARD SCALE 1"=40' (CFD 1A STREET IMPROVEMENT PLANS PER DWG. NO. 1833) BASELINE ROAD i �I I LIMITS OF CONSTRUCTION M ;; -` ` _ +4 +! F 1 LIMITS OF LIMITS OF _ .... LIMITS OF g F + STRUCTION–_ — --�- _:: :_. . 9r _ +00 _0200% 98+00 CONSTRUCTION _f _ 192 A9 _. _ �eMe� �_d 105+00 1 .75 .– O ♦•��—` � �- -�1�--�- -�E� ��Eft—�! = �!—���EftE �--Es—�E>f�s! - _. ��—`—�Et+i ���Eftf—� ------- - - --. -_ ��-�5— — — — - d� 4.05% --- 3 ; f 1 w=1o� ` �G _ j , �� 1 w=1o' �� .�� p ti - 1 w-to �G �G �,�^(�,�, �fi, _ _ t� Q - - J elEs,lrE: r� � c� I[+ �! � •- � s-,�r s� 1lEr..�-� � sty-tl- s,Er �! 000 3:1 LIMITS OF D E� — ES # CONSTRUCTION D `��� �► CONSTRUCTION LIMITS OF o CONSTRUCTION t TRACT NO, 163314 MADRIGAL DRIVE DAY CREEK BOULEVARD (CFD 1A STREET IMPROVEMENT PLANS PER DWG. NO. 1833) CITY OF RANCHO CUCAMONGA SCALE 1"=40' STREET IMPROVEMENT PLANS FOR Q�pFESS/0 DAY CREEK BOULEVARD s c� No. 20596 r^ m C Y FACLITES Exp.c9V LO-05\* DISTRICT 01-01A CONSTRUCTION NOTES qTF O` cA�\F APP OVED BY DATE: CITY ENGINEER RCE NO 24953 O1 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103 do 114. CITY OF RANCHO CUCAMONGA DESIGN .._ ..- M0251 17320R."A». RECOMMENDED Q2 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 50 BENCHMARK NO. 10051, ELEV.: 1300.686 R.P.P. Y oo. c» L.mSWW.CA"614 h—�b Q CONSTRUCT ASPHALTIC WALK do HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103 (T AC OVER NATIVE). SET 2" BRASS DISK IN CONC. CURB DRAWN ' I 949.251-Ml SHEET ' ' - f C H Y t►2 FAX: 911-251-0516 STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF R.P.P. F'l N`ERS ENGINEERS s u E:v E r o R s 3 OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED E NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. 18 ?.j 2 APPROVED: OF CURB RETURN. DATE 'O FILE NO ; Lls �n `A � O s I:\29011\IMPLANS\DAYCREEK\SIP03.dwg 8/25/03 ` PROJECT SHEET NO. OF