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HomeMy WebLinkAbout1608 a cr RbUTE ARROW 15 SA ARINO DR. U 6TH ST. � SOUTH � Y < O C'NARLE3 GENERAL NOTESTREET AND T RM DRAIN IMPR T PLA 12 -SMITH STREET ZD N 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY snE FOR OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 1997 EDITION, INCLUDING ITS ANNUAL 10 " SAN BERNARDINO FRWY SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. PAR EL MAP N15012 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER ■ VICINITY MAP N POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT N.T.S. SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT EMOVED, REPLACED, RELOCATRE EDVEMENT E ED OR PROTEK IS TO BE DONE SHALL BE CTED CTED IN PLACES AS REQUIRED AT CONSTRUCTION NOTES AND ESTIMATED QUANTITIES NO COST TO THE CITY OF RANCHO CUCAMONGA. (D CONSTRUCT 4" A.C. OVER 10" A.B. PER C.R.C. STD. NO. 100-A 13,100 SF 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY Q CONSTRUCT CONCRETE CURB (8" C.F.) AND 24" GUTTER PER C.R.C. 525 LF DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY STD. 104 (A2-8) FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON Q3 CONSTRUCT MINIMUM 0.125' A.C. CAP. PLACE PAVEMENT FABRIC AND 5,800 SF THESE PLANS. TACK ON ALL EXISTING PAVEMENT TO RECEIVE A.C. CAP. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA SHEET NO. 2 AND 3 ® SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 7040 SF PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR 4o REMOVE EXISTING A.C. BERM 40 LF CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR JOIN EXISTING A.C. PAVEMENT COLD PLANE 0125' MINIMUM FOR 600 LF RIGHT-OF-WAY. - 5 o SMOOTH JOIN. SEE DETAIL HEREON. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. - W_ w `-4 ti_\ © CONSTRUCT 66" RCP (1850-D) 138 LF PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT P ->i�r-i �� -�/�ri POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATIONS AND AT NOT MORE nhvL_L_ �t nh..�L_ �. `�A ����� ,� �r o -4 Q7 CONSTRUCT TRANSITION STRUCTURE 78" RCP TO 66" RCP, PER SHEET 4 24 CY THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED M �\ � �_ , \ �vL_L., �' k__ �I _r'� ® CONSTRUCT 78" RCP (1250-D) 222 LF BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. �\ CONSTRUCT TRANSITION STRUCTURE 78" RCP TO 54" RCP PER SHEET 5 10 CY 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE/ OR OTHER UTILITY LATERALS, '` ti CURB �'_` �-- R - 45' R = 56' 1 p' \ - >n m 10 CONSTRUCT 54" RCP (800-D) 62 LF MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. % - 9 ��V A - 198•od•00' o - 132-14'59• CURB ��., x L = 155.51' - 129.26' R 100 ww = F 11 CONSTRUCT JUNC77ON STRUCTURE PER CRC STD. 331 1 EA 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, , _ - o = 1 00'00' ;' o� I- f, Q >- - L 31.42' I i'i J COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED -- �� '" " M h__ 133' b 12 CONSTRUCT 54 X 54 RC BOX 12 CY AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT �\\,` - ��. , . \ S.D. a ce�cH BASIN - R = as' 1 �' 13 CONSTRUCT VARIABLE W H RC BOX PER SHEET 4 WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY \����_ � �\\ �� �-__ \ � � �, � �-?s• �� '� a18 CY CUCAMONGA s 0 OVEMEN NS \ tiS \- - = 18'00'0T PROPOSED CURB, GUTTER _ R 4' �^ °D ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS ��_,� _ _, -" 0 CONSTRUCT CATCH BASIN W GRATING PER CRC SID. 302 \\ _ , \ �_'- - !. L = 27.96' TO BE = 2 g x z __ 14 AND/OR SURFACING. _� �0" - \\ter_ " _ r �-- S ) 1r WATER LINE _ _vACArED o so 2a a2- / _ Y \ \ R o \\ \\\� - - +•s3• - - - �- - - 1 = 37.so_. = T.,9 = FT. AT DOWNSTREAM END, SLOPE BOTTOM AT 1. 12) - ; M H �, __ -_ x,�,- _ _ - -- t . 3rn,9�'\� `> L; 15 W 28 53 F "GRA TES V 11 1 EA 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE ? .� ,,' MH -_ -- 23 Q CONSTRUCT 30 RCP (1500-D) 116 LF SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR - ------ __ - CRowN LINE 12 3/4 S. C. E. FUE �u - Pr ' `�,� ��-- \ -, � , _� - - , � -�- -- - k=6 0' L=?6fia;7',- - -- _ - _ - _ - - -•- - r' _ __ __ 16 CONSTRUCT 48 RCP (850-D) 45 LF DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND - ___ - _ _ o �A=115'54.59' - GRADATIONS OF ASPHALT PAVING. - - - - - -e -�� _ _ °� 194.54' �''� CONSTRUCT CATCH BASIN WIGRA77NG PER CRC STD. 302 010 s 0.00 - - - - - - DOWNSTREAM EN SLOPE BOTTOM AT 1 1 ) - - � ` 9. PRIOR TO INSTALLATION F ANY PAVING, MATERIALS PRT H -_--,�ti,_ LINE - -�__ , -- __ _ _ _ -sAW_eUT � E� -_ _ _ so - - � - _ _ _- _ 2o1+3e.o2 = (W-2 . FT., GRATES V-10.33 FT. AT D D, 2 1 EA LLA 0 0 G, A E ALS RE 0 SHALL BE ,-f -=� - - �- M t SAN MARINO CONSTRUCTION TRANSITION PER SHEET 4 SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR _sJ-,� =�;_, t = - s - _ _ _ _ -- --_ n _-` - _ _ 18 _ _ �- - --- - 25 CY DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND - - _ _ �,��� _ - �. 15" SEWER LINE -� 19 CONSTRUCTION TRANSITION PER SHEET 4 2.5 CY SAND EQUIVALENT OF AGGREGATE BASE. y' - - - - ORCHARDS �,� m �•P s>ORMuN FlBEROPTIC TEL. CABLE ® REMOVE PORTIONS OF EXISTING RC BOX AND CONSTRUCT TRANSITION 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT �o o N - ULTIMATE RIGHT-OF-WAY LINE =' STRUCTURE PER DETAIL!, SHEET 4. 1 LS TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO ' o W EXIST. R/wHJE " " CONSTRUCTING FINAL STRUCTURAL SECTIONS. co�1sT. A.c. BERM LO Z ©1 CONSTRUCT 5 -0 X 5-D RC BOX PER DETAIL 1, SHEET 4. 12.5 CY __ ® CONSTRUCT TRANSITION STRUCTURE PER DETAIL 1, SHEET 4. 13.0 CY 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS CHARLES SMITH AVENUE REMOVE EXISTING 36" RCP CONNECTOR AND INTERING PORTIONS OF EXISTING 8'X6' RC BOX 1 LS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR ® INSTALL 5800 LUMEN HPSV BY SCE PAID FOR AND COORDINATED BY DEVELOPER 3 EA DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OFA SHEET INDEX QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS SPECIAL NOTE !FUTURE 1MPROVEMENTSI SHEET 1 OF 5 TITLE SHEET STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHEET INDEX SHEET 2 OF 5 CHARLES SMITH AVE. CURB PLAN & PROFILE SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE - FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. PURSUANT TO THE "IMPROVEMENT CERTIFICATE' AS SHOWN ON P.M. N0, 15012, SYMBOL BOTANICAL NAME COMMON NAME SPACING SIZE SHEET 3 OF 5 CHARLES SMITH AVE. STORM DRAIN PLAN & PROFILE PMB 183/4-9, THE FOLLOWING IMPROVEMENTS ARE REQUIRED PRIOR TO THE -Z SCALE: N.T.S. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE APPROVAL OF A BUILDING PERMIT OR ANY OTHER LAND USE ON THE SAID PM BRACHYCHITON BOTTLE TREE 25.0' O.C. 15 GAL. SHEET 4 OF 5 STORM DRAIN DETAILS - SHEET 1 CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN PARCELS AS NOTED: 0 POPULNEUS SHEET 5 OF 5 STORM DRAIN DETAILS - SHEET 2 DETERMINATIONS OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT PARCEL 2 SAN MARINO STREET BETWEEN THE EAST LINE OF PARCEL 1 AND EXISTING SURVEY MONUMENTA TION SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CHARLES SMITH AVENUE - SOUTH HALF CURB AND GUTTER, AC CONSTRUCTION NOTES FOR STREET TREES (SEE SPECIAL NOTE HEREON) CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PAVEMENT, PCC SIDE WALK, PCC DRIVE APPROACH, STREET TREES, I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED AND STREET LIGHTS. CHARLES SMITH AVENUE FRONTING PARCEL 2 1. ALL STREET TREES TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 - PCC SIDEWALK, DRIVE APPROACH AND STREET TREES. PLANS AND ARE DESCRIBED AS FOLLOWS" � SHALL BE CONSTRUCTED AT EACH INTERSECTION. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE 1 2 1 4" CAL D.O.T. BRASS CAP, PARCEL 3 BUFFALO AVENUE FRONTING PARCEL 3 - EAST HALF CURB AND CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS ) / 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM GUTTER, AC PAVEMENT, PCC SIDEWALK, PCC DRIVE APPROACH, LIMIT OF A.C. OVERLAY DETERMINED BY THE CITY INSPECTOR. 2) BT. SPK & W RCE 31737 i RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION STREET TREES AND, STREET LIGHTS. CHARLES SMITH AVENUE 3) CAL D.O.T. BRASS CAP i 12 DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN FRONTING PARCEL 3 - PCC SIDEWALK, DRIVE APPROACH AND PAVEMENT FABRIC 0.125' MIN 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. = �•UC REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. STREET TREES. 0.125' MIN OVERLAY COLD PLANE EXIS77NG AC DATED 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. =` EAST 16. CONNECTOR STREET BERWEEN BUFFALO AVENUE AND PAVEMENT FABRIC f = C. ;- 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD v - P.L.S. NO.3712 - EXP. 6/30/00 CHARLES SMITH AVENUE, ACROSS PARCEL 3, TO BE DEDICATED _ - __ _ _ _ FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE AND INSTALLED WITH FURTHER DEVELOPMENT OF PARCEL 3, --- - CLEANED UPON REQUEST OF THE INSPECTOR. CONSISTENT WITH INDUSTRIAL AREA SPECIFIC PLAN, OR ANY --_____-- rBENCHMARM CONTACT AS REQUIRED 48 HOURS FLEDR TO OBTAINING R.C.E.OORCL.SONWITHMTIHE OR THE PROJECT,CO COUNTY SURVEYOR AFORPY OF THE CORNER EACH MONUMENT SHOWING AMENDMENT THERETO. 17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800- EXIST A.C. _-- -_____--- - THE REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT 422-4133 TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. - S.B.C.B.M. 01071 ELEV. 975.280 PRIOR TO EXCA VA TION SHALL BE PROVIDED TO THE CITY. PARCEL 2,3 CHARLES SMITH AVENUE FROM SAN MARINO STREET TO AND -_-"- O COLD PLANE & 4 INCLUDING THE STREET CUL-DE-SAC-ALL STORM DRAIN FACILITIES, EXISTING A.C. FOR BOLT IN TOP OF CURB AT SOUTHWEST CORNER SOUTHERN CALIFORNIA GAS COMPANY: PRIOR OR OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER WEST HALF CURB AND GUTTER, AC PAVEMENT AND STREET LIGHTS. 0.125' MIN OVERLAY OF WINEVILLE AVENUE AND AIRPORT DRIVE 2191 E. BIRCH STREET RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING LEGEND BREA CALIFORNIA 92621 OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION T.C. TOP OF CURB (714) 529-2889 (714) 529-2070 OF THE PROJECT SHALL BE PROVIDED TO THE CITY. F.S. FINISHED SURFACE BASIS OF BEARINGS, CUCAMONGA COUNTY WATER DISTRICT: RE VISED PLAN Nd PROF/L /-, q EWA Y, ADDED F.G. FINISHED GRADE TYPICAL COLD PLANE DETAIL 9641 SAN BERNARDINO ROAD Q CURB, SIDEWALlf, STREET ZT,:F SFOR0RC2001-00718 4// /03 F.F. FINISHED FLOOR F.L. FLOW LINE N.7.S. DRIVE RANCHO CUCAMONGA CALIFORNIA 91730 Q - SEE N Y Y T.G. TOP OF GRADE NE89*421 0 OF PER PMB MARINO 9/57-60HOWN AS (909) 987-2591 Q " 1 S� sett-,E-2- 2 �-�S-�o era INV. INVERT SOUTHERN CALIFORNIA EDISON PIPELI R�vFSsid -----R------------ RIDGE LINE 1. �, Q - Nq! DESCRIPTION OF REVISION DATE I TY G.B. GRADE BREAK I 33 & TERMINAL COMPANY 4�- / tA- ill', �y APPROVAL R/W RIGHT OF WAY 11 22 22 2500 E- VICTORIA STREET ! Ci ------- PROPERTY LINE Q�OES/p�, COMPTON, CA 90220 �./� CITY OF RANCHO CUCAMONGA ----- NT R !N VARIES 1.45% VARIES 12.5 TO 27 ® �O '�! (310) 223 1927 1a- CE E L E �`` _ 0.5 I 4 6.5 TO 2.0% I XI T '��� CO �'- ���' WORLD COM. No. C. �'s1 1�!5 -C & G CURB AND GUTTER / 65.46E S . A.C E . 6/ 0/0 0 O R.D. ROOF DRAIN 6 + 14'± I r ® c� 4452 ACACIA CT A (, STREET AND STORM DRAIN IMPROVEMENT PLAN EX. EXISTING 2:7 MAX T C 4 I VARIES 1.7% To 2.5% c No. ONTARIO, CA 9171 J+ �` I V �' ��' FOR O.H. OVERHANG _- 2' S Exp. - 800 678-9441 OR 800 678-2658 f9� N.P. HIGH POINT - I 1 3 I (65.28) i `� C1V1 �P ( ) ( ) �£ :%t CAPARCEL MAP NO. 15012 E.P. EDGE OF PAVEMENT I _. Zb Z C.B. CATCH BASIN I - _'_______ ; 1 '°l� O� -�` TITLE SHEET ❑ IRRIG. M. IRRIGATION METER FUTURE SIDEWALK 2 - I '% -T I I FUTURE C & G ' ��='`' '� ®BEV S/O PARED!/NOE/r THE SUPLCRV/51014 OF: 0 M.H. MANHOLE SEE SPECIAL NOTE HEREON 0.4 S SEWER LINE T.I. = 7 ��j Qom' 4/15103 �(//fid P APPROVED BY � - DATE W WATER LINE R = 70 I XISi1NG AC BERM TO R MAIN e• ES R. Z R.C.E. 583914 EXP- I2 3/ 06 SD STORM DRAIN LINE r �''f .tea 4-b-o) �RJ. MULL ASSOCIATES, /NC. Ftow2oo3-oo"3 CITY ENGINEER �/l.��}-tom! fL�-4 � ✓ R.C.E. 0. 24953 FO FIBER OPTIC EXIS77NO 4 AC OVER RIVATE ENGINEERS NOTICE TO CONTRACTOR DESIGN BY: RECOMMENDED 4 AB TO REMAIN IN CASE OF EMERGENCY NOTIFYr SOILS ENGINEERr BRADSHA IY WTERNATIONAL R. J. MULLINS & ASSOCIATES, INC. SCE FL SCE FUEL LINE TYPICAL CROSS SECTION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SITE DEVELOPERS R.A. 12M Rain Shadow Fuad CRC STD CITY OF RANCHO CUCAMONGA SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 7731 SVL Box STANDARD PLAN THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR RANCHO SAN MARINO PARTNERS NORCAL ENGINEERING RANCHO SAN MARINO PARTNERS DRAWN BY. Vt*XV% CA 92392 SHEET CHARLES SMITH AVE. 10641 HUMBOLT STREET ' CITY OF RA NCHO -'�- EXISTING A.C. BERM SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN THE ALIGNMENT AND/OR 10005 MISSION MILL ROAD 10005 MISSION MILL ROAD W A• ) 952-22� 60 952-MO � i OF 5 19T+02.56 TO 200+89.40 GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE LOS ALAMITOS, CA 90720 NOT TO SCALE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER' WHITTIER, CA 90608 (562) 799-9469 WHITTIER, CA 90608 CHECKED BY: R.C.E. NO. 31145 DRAWING NO. ;+ LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS (562) 948-4242 - �a (562) 799-9459 FAX (562) 948-4242 G.M. ATE �� JOB NO. 96-4-3 1608 '� 4� . ;Ft DPIVAFWAY -_- « _ .. _ - -- - - • - _ -. ._ .- Lam- -_- --- - - - - - - � --• --- __ ---- y-- - - - - -- ---- . . _ - -- --• -- -- _ _ -. -.-- .-___ _- -.-- --- - _ - - _ _ - -- -1 - - -- ------- -- - -- -- - -- -- - - - _ - - - -- _ _- _ - - - - - - - -- - :2/.00 CURB MEVAW f6 CURB IVEWAY - -- - - 7 t� x 0.C. 100' V.C. 66.21 2 GUR - K - - - -. Lrj V p m E. ,L RET o N, oX Qom, - - - - _ - - - -- � � L=135.51 125.89 31.42 + � + ,ri + o �f cc �"� � + o u 4- Q - - - - -- - - - -- - - -- - - . _ _ - « -- - - - - -� � 1w _ _ o 777 - fi V / 0 O.C. TAN O.C. v' � res`- ` °C - o p 00 o N N 1.77%o T07� L =69.33' © , o 1_ 32%o o N _ _. O.C. GURb . QD 22 TOP OFPROPOSED CURB R�T LT 4 � . _ . , . - - • --- -� . � s� _ _.EXISTc3l 33' : GROUND - - - _ ._ _ � � � _ - _ - - - _.. _� . . - - -__ - -- - .- • - _ -_ _ - - --- -- - _ _ _ _ _ - .__ . _ __ _ - - . -_. - _. _ ___ _ - - - • - / O.C. 60.90 VC O.C. L-38.88 • '� s P.1.=59.63 1/4 o 4D R;v CD CN9 JE in - - -- Op O -- -- - V ^ -- . . . . . _ - -_ _ --- _ EDGE OF EXIST. PAVT 14'.± -LEFT. o Q -- - -- + o - o TO 60' LT -- p fi070 N .- CD CB o p =28.53 ;w o o u + F - .-! - - - - Ot+) -00 - `�. - - _ - - - -- - - - - - -- - - - - - - + � . CID Jp `i ! 0 r ) ��;�� _ - 166,67 - - -- - - -- _ - - - - - _.a' - CROWN tiNE - -- - - -. EXIST. PAVT ® � AVERAGES 1.5% SLOPE -(A.C. CAP Oil WEST SIDE OF- � TO JOIN AT -€XISTWG GRA ES AT � AS S-KOW1Ct� t060- ``- r - -- - - - - __ -- - •- -- _ TOP OF EXIST. AC BERM - - - -- - -- - _.. -- - ---- - . - - - - - - - - - - - - - - m cn � - 18'± RIGHT In 106 0 5 RT N O + p CN O - lC) tf� to 60' RT 194+00 195+00 196+00 197+00 PROFILE 198+00 199+00 200+00 201 +00 202+00 204+00 0 TOP OF PROPOSED A.C. BERM TIE IN VERTICAL 1" = 4' CONSTRUCTION NOTES I CURB RETURJVGI4TA • TO EXISTING HORIZONTAL 1" = 40' Z-� t1 ` 60 20.00' (DCONSTRUCT 4" A.C. OVER 10" A.B. PER CRC STD. NO. 100-A. ' R=20.00" _ �, �_.....� �_� �\ - L- 2100' � � f � � � % � � --- � I 0 Q 2 CONSTRUCT CONCRETE CURB 8" C.F. AND 24" GUTTER PER C.R.0 STD NO. 104 (A2-8). ti NOTE- V&K To JOIN II' I GuRdRCT.OA?l1 GURb �l:T.DATA w�'� ��� i �i� \\ 24 ( < ' �i O3 CONSTRUCT MINIMUM 0.125' A.C. CAP PLACE PAVEMENT FABRIC AND TACK ON ALL _ .. ©IJLY. OF G•6•AT FLARE. I R S.00 i n Q6=6yto % R=Z2o.00 ,. � f W EXISTING PAVEMENT TO RECEIVE A.C. CAP. „ k Ec 43,s -L=x.10' ©L,_ .iy�3a W s� ® E PRECISE s rablAvc gAIV ray PANT 2002-00O26 FOR OA/-S/TE �� 1 ` e' �23122�y 24 Y ZQ I U ® SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 0-5.10' `� [z G!4/tiEWAY -' 7 SEEIT. 3, S.D. CONST. R1"AN - b KET ATA = J c� ' © I ;% /� IC=Ib.56 , M m Q ? in I ( 0 4fl REMOVE EXISTING A.C. BERM. z I m W=28.53' L">�A'�- 6'0 4 43 o w s L,_ ' _. z JON EX/ST114G 1 cn I c; V=10.33' L= 11^34 „ 0- 0 o z zm a c� , -, 1-1(0 V) I Cru 0=49' I ��� - Rb RETt/hTA A 2344�'L4 ; �n -Z w O5 JOIN EXISTING A.C. PAVEMENT COLD PLANE 0.125 MINIMUM FOR SMOOTH JOIN. L'=x.61 46 cn_ z o SEE DETAIL HEREON. INSTALL TY 60,61570 h� o 10 1 0, � 1 'o � R=10.yo � cn � o 1 a- N-2 SIGN 60xL I ©.�� 630 oN `� Q'=66'044% \ o z x � �wco � �o o � w ®� ? L`=2134' 0 w 0i a) N =� � G z - o '�' t . 3 I ,Qr/p• s's p1:2�°06'03" `S z - ''' °D ao 0'0- ' �► '� �, c o Q 14 CONSTRUCT CATCH BASIN W/GRATING PER CRC STD 302 EXIST+NG o. zh 1 d:�1•jj 3 0 2 L1s-1.-Is' �oC s'z Z � o c + o° 1 o- W=28.53 9 GRATES V=11.26 @ OUTLET END; V=8.88 0 UPSTREAM; A=49.0' R.O.W. PORTION o v c�O • ° I .c`9 nvo$ 3 r = + �,►� V' o w, i i a) Cii ^"� Q o z [ ( )� "� ci cwa PER PM 15012 R/W 1 fN m v�` ' 2 �a�G•fl y ,� I to�� �- PLANT`�TR��T ` I� `� o" o °'' 00 17 CONSTRUCT CATCH BASIN W/GRATING PER CRC STD 302 W=28.53- A i v Z t s m s� �o N w N z �^ �' _ w ` c?a s� oc + o TK��9 P�RtJoTE9 I Q 33 ° �o z V=1 1.26' ` . // - r o o + ® Q H�Ke-ow(TYP•) r °C Z`9 p_p• B 1 II �' o Is' `� ��N '- �' + o i- z, 11' 22 ` I '/► [W=28.53 (9 GRATES); V=10.33 ® OUTLET END; V=7.94 ® UPSTREAM; A=0'] �- --- . EX/ST1A ' ,ey� t1' gi 0 I �� cn cn o,- -� V v % 3 Z , 14 eEC/ ?6' 3/ "8 m 'w Sf E l 2 t 151 P� 3 CURB, GUTTER �, .� r a Q 24 INSTALL 5800 LUMEN HPSV BY SCE, PAID FOR AND COORDINATED BY DEVELOPER. N C. �. ' • I k _ G � ANDONED I ROV? f'QRT ON -- /� Or 12"6 �r ,� �, ctio�v 26 N I I �� �, 12' WATER LINE .�, 2� Q h o Q2 Q 2h 5AWGUT A00 REMOVE EX19TIWG (0,15 AND OUTTER. - - C CT F 2S 8 5 aj F . - PER PM 15012tik Q ( w z - s R l� ----�-L 3' -� I - --- G G3 1D� eF S wN p . • � � _ -- '.T- -• � +v`� "', •, �� '� I G � W m �' Q 2Q I. ?.b GONSTRUGT DRIVE AI'PRDAGH PER G.R.G.STD N0. f01• � / - CON _N1 R 8 � � � � ti� 1 a��� 0 26 P p� 0 � 0 - o ''� 60. 5 FS O's 2. � � .- ,-. I �o �: _ - - I �� �- I . 'Q Q NM C;q/V OEVC -- - CROWN LINEI ellL11 . $. �` 0 2 27 GON9 R GT GONG.9lDEWALK(W-4) pt:RG.R /03 � - - - R=1100. p, f R=6QO' L=166.6 - --- - s- _ _ ® CONSTRUCT vAR/ABLLCFACECURB /a"ro O~� V _ ` 44'0) Z �a w opt 2300 _, `_A-15'54'59'' --- --- - ----- -- ----- --- - -- -- ----- ---- -- - -- - --- - ----- --- -=- 1-__ __ J - _ - r'P �I I 32.26 =; N �o o v�� �, ti © 2% GONSTKUGT PARKWAY DRAIN PER GA-G.9Tn. N0. 10'�-D,MODIFT-19 TOJOIIJ EXI9TING 04517E GUKg PO 164.54 - - F _� _ �_ o "� - _ Q,) + p\IE N 10 55 E 600.00' �' N - - - -- 30 Gow9TIZUGT rp\P KWAY mK ,iN etF G.R.G.STD. 40. 107-A.MOVIFI�p TO JOIN EX19TIN6 ON51Tl;GURU. - EM__- + - - - - - - - - - - _ m 0) LIS 8c R - 62.7370 - - - to - 201 +38.02 = •� 5 - - - - - - - 1 - - - - - - - `� - SAN MARINO 31 S7RFET TREES SN,4LL B4'/NS7ALLED PER NOTES AA/D 1�ENDON 7141S SWEET 1 - - - - 62.06FL - -- -- -- - _ - - _ _ 3 / (/ �O - --� _ t�D f�qN � t�1/6W ryL ---->- ---- - -- --__--- ---- -- - -- - _- - - =- -- -- REVSEDPL4NANDP OFILEFORDRIVEWAY, ,4DOED - -- -- - - _---- -- -- �,'r� - L- ° _ _ -�---5„ - -- ) K. S FOR DRC 2010/3�7/8 4����D3 __ 1 SEWER �fNE RR'.J.DE SS SOCIA TES ROW200 -OD •�. C - -- ---�_ -_- _�-� -- _ FD BT. SPK & W CU LL% As 2 V A EXIST. 78" R.C.P - ' S 2 KEVIybV FLANANO FKONLE FOF\ 19KIVErWAYc).ADDED ciftWALK, v Az 10 Im < 4 2 R.C.P STORM DRAIN - FIBEROPTIC TEL. CABLE cn cn o REF. PMB 129/57-60 IQ TREES, t7RA11J5 A�lDGOI:yTfCUGT101J NOTt:9AND JTREET 2.15.00 Y- w z z RCE 31737 FLUSH TI�!✓E GD TKUG 1 2Q �� 2 ;- N V) s z _- Of ESSlO,y �a�F Ess/ � W) ole N ULTIMATE RIGHT-OF-WAY LINE 0 3 z o O '�! n ! DESCRIPTION OF REVISION DATE F/Ty `�' oIN 1) FOUND 2 1/4 CAL D.O.T. �i j 3 - - �J a Q o J J c���' �'t �cc� /� !yq APPROVAL �� c�,°O' ol�x BRASS CAP PER RS 44 4 %j EXIST. R/W _LfNE -' Q U' o ~ a e; <; ,• '`� RFMDI/�EX/ST. `9+ z i. 0: MOT SH/ T TREFS AS �'f/OW/V -= z �, a cz~n o c; ? 4, 0)lo ( E. ORIG. RECORD ) 2 F _; 0) o (b- z o � © N . CITY OF RANCHO CUCAMONGA 24 -�"=�T� A.C. BERM � - __ _ = � �� -- _ 2Q W'� _, . J Z E�.1 I 4 '�' c � ? z � 0. C� �••ti1 i LJ CHARLES SMITH AVENUE � � w " 2 ;�,�� � v o Crv1 ��� 61&)1 a BRACHYCHI-fom POPUL141EU-S (ROCHESTER AVENUE) PARCEL MAP N0. 15012 yT ReET TCZEEy - J 0 � ow w "� rF OF CAS\F�� slq 1 C r V \ �• �� Q 16441VUL, 61 EDN s z o_ CHARLES SM/TH AVE. IMPROVEMENT PLAN AND PROFILE 0c7(JAL) - 25 0•G• m0 00 � N z o� w h cr PLAN W M y - k STA 194+00.00 to 203+00.00 GOWyTRUGTIOV4 WOTEg FOR tiTR�tiT TRE�y 2 © .. z 3 SCALE: 1" = 40' rn 3 '� p R L T COMMENTS DATE rn 2 0) W APPROVED BY �,� � / / - yJ 1. ALL 9TR-t,T TRf;ES AIDE To 6E PLANTto IN AGGotZDANGE WITH GITY STANDARD PLAN9 (6 J J AO 132'14'59" 56.00' 129.26' 126.52' ROW laG . i«�L� C RCE N0. 24953 2.MI OIL TO THE GOMMEWCEMENT OF ANY PLANTING, AN AbKONOMIG 90IL9 I WOILT 9HALL ;c bt FuRN1yHtV TO THE (ATY INypEGTOR• ANY UWU9AL TOXIGITIE9 OR WUTP ItNT OEFIGI- W ~ REV! /O EPAREDUNDER E SUPE'RV1S/0/V OF: , DESIGN BY: R. J. MULLIN8 8 A8SOCIATES, INC. RECOMMENDED G1>;NGES MAY REQUIRE 6AGKFILL y01LAMtNt7ME1JT9, A5 DETERMlIJEO P1Y THE CITY �' �' N 4 5 c © 198'00 00 45.00 155.51 - CURB FACE IN`�ptGTOR JAMES R. UA R.C.E. 583914 EXP. 12/31/06 C , , R.A 12579 Rah Shadow Road ( z,- -L 3. ALL STREET TiZE>;9 ARI; yU14JEGT To 1N9PEGTION NJ17 AGGEPTANGt: PN THC ELIGtNEtR- N N ® R.J. MULLI s A ociATEs, /IVc. 65'45 01 56.00 64.26 36.19 ROW DRAWN BY: 77M SIL BOX SHEET two DIVI510W. D 90'28'45" 24.00' 37.90' 24.20' ROW VHorvle, CA 2 4• hTREET TtRtE9 ARE TO bt PLANTED PeR PUDLIG IMPROVEMENT FLAWY ONLY. ® 0 REvI toNS P PAK�D U �R THt: SUPERVI ION OF W.A. ) 952-2248 60) gb2-3{qg Fex 2 OF 5 :!,//.c Oo 18'00'00" 89.00' 27.96' 14.10' ROW CHECKED BY. �* - ti R.C.E. NO. 31145 DRAWING NO. Vary K. Mar in IZ•G.e. 'N_ txP 6 30.00 ,t �� r ' 12.J•MULLINy It Ac2yOGIATEy, INC. 18'00 00 100.00 31.42 15.84 CURB FACE G.M. DATE JOB NO. 96-4-3 1608 i f�