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HomeMy WebLinkAbout1877 STREET, STORM DRAIN, STRIPING & SIGNALIZATION 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 BASELINE RD. CONSTRUCTION - 1997 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO DAY C K OUL VA CHURCH ST. W W W THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER NOTE: NO WORK SHALL ¢ O° <� Q COMMENCE WITHIN THE SOUTHERN r FOOTHILL BLVD. o o METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE CALIFORNIA EDISON EASEMENT R/W PROJECT RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE UNTIL THE ISSUANCE OF A PERMIT. �:COMMUNITY FACILITIES DIST ICT 2001� 01 SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO SITE COST TO THE CITY OF RANCHO CUCAMONGA. ARROW RT. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILWZTZE HIMSELF WITH .?c THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES ?�L z RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH IN THE CITY OF RANCHO CUCAMONGA Q Y FACILITIES ARE SHOWN ON THESE PLANS. J 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, B.C.F.C.D. RrN r 4TH ST. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES DAY N"REEK CHANNEL c SHALL 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 CC MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ` 00 g 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. \` at. "A 33' $ 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING \� LAT. 'A-31' , WPM MAP ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF NOT TO SCALE RANCHO CUCAMONGA, A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE Lat. 'A-32' -_ SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE ___--- -------- MATERIALS AND/OR SURFACING. -- 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 \ hof CONTENT AND GRADATION OF ASPHALT PAVING. . 9 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, \ ` SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ` 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN \. 9 I TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOI_ WHICH CONSISTS OF A ROCKY \` MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE . \ `C�. FOOTHILL r ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE BL1yD, Lat A-34N 0 12 r 13 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ` ti � �\ 11 m a C,- 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED ' v�oJ� o� q� '' �� 10 ' r Z `w °N° rt N BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE �' s �9' ccl � C) m � I P MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. °° + ' n ' "� B Lat 8-3 LINE DCB 7 "' cr Line 8-3B CB T 2 Lat B-11 7 i �' ; 7 f .S CB# 28 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE, \ \ .4, ^' _-- -- - _ _---_-_ - - - ----- THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF �B __------- CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY \ - Lat B-2 _—_--- A ��8� — - _—_ Lat B-9 —_—_ EDCR _ _ - THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE Lat B-4 Lot B-6S Lat B-8 Lat B-10 _ ------ - — Lo A-21 CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. __ _ ---_—_—_�------ - Lat A-22 CB C8 f 26 CB 24 CB f CBS 21 ' 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE \�\ La " 'at A 24 CB 29 CB#19 CBI 4 Bi 50 CB# 62 CB 63 - CBS 67 6 CB# 6 Bf 69 CONSTRUCTED AT EACH INTERSECTION. t' A-2r CBS 45 Lat B-4N B-6 CBS �• CB Lat A-23 B# 46 CBf 20 Lat A-19 1 4 5 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE RESPONSIBILITY FOR THE CORRECTION OF '' � T, I � 3 6 z y ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED \` a o Lat A-20 6 SO UTHMAIN PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. I VICTORIA GARDENS CABERNET NORTHMAIN MERLOT 1 WORK SITE AND EXTERIOR STREETS SWILL IN A NEAT CLEAN, HAZARD FREE ORDERLY CBS 35 LANE 6 STATE, THROUGHOUT CONSTRUCTION, SITE SHALL BE CLEANED UPON REQUEST FREE, THE \� ` ' ` Lat A CFD 2003-01A INSPECTOR. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SWILL NOT BE 2�. �iNcly RMWO PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED LAMObION & A590CPMM �/ [� ®� G�1 GARDENSU�"/UU�1 ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UID N- VMXI1R& WrMS M LL ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- t'JILCS ON FILE • GTY n 2p nn �p 15716 57 /� FACTION OF THE CITY ENGINEER. PARCEL MAP NO. I5U 1V unuTY CONTACT NDEX MAP CONTACT ALL UTILITYCOMPANIES As REQUIRED, 48 HOURS PRIOR TO EXCAVATION. i SCALE 1"=200' L E G E N D NOTE' % St-iEF-r 2D OF 25 NAS 8EEN SAN GABRIEL. VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 ; - Q ,,per, 0M I'CTE ) SHE-f-7-5 Ito ASND 1 MR. BOB STALLINGS FOR BASE LINE ROAD CONSTRUCTION 1��r �����-�� Z 7 1/r 0 —CN5—IA—AMBU-14—OM-3/4x20--G-- �� �/Z- '`� BACKFILL AS NECESSARY O>: 18 , REFLEGTT>`lG PA`1' c.r-�EE�:/ 9 DENOTES STREET PLAN SHEET SER GENERAL TELEPHONE 1-800-483-3000 R,ABIE THRO�x PRUDENTIAL LIBFRINQ AM� (4t3)-74e-0.140 EXT- d3S DC�i"4t 1 LL ST C�P1,bL , kA AMIE ESE N SOUTHERN CAUFORNIA GAS COMPANY 1-800-427-2200 RES. +1c1✓bE�0 10 DENOTES STORM DRAIN PLAN SHEET NUMBER 216 N. EUCLID AVENUE 1-800-427-2000 COMM. ONTARIO, CA 91762 / 4" 24' 4' " � ---+��� 5/ PLYWOOD r( � DENOTES PROPOSED STREET UGMI'S CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 BRICKS AND MORTAR 9641 SAN BERNARDINO ROAD / CONSTRUCTION TO DENOTES EXISTING STREET UGHTS RANCHO CUCAMONGA, CA 91730 A COVER PIPE OPENING. METROPOLITAN WATER DISTRICT (909) 593-7474 // 2 DENOTES STREET NAME SIGN 700 N. MORENO AVENUE U VERNE, CA 91750 SEE eLWTIWX �� � 13-1 '" 6"6 / 4"x4" WOOD NAILED BRICK _� DENOTES TRAIM OMCASTPORTION) 983-9895 DUPONT1205 STREET83RED HILL) / RCP. DIA. RCP DIAM PER PLAN 0 2' O.C. MAX PER PLAN ONTARIO, CA 91762 DETIOTES STRIPING PLAN SHEET NUMBER MARKS CABLEVISION (909) 987-6275 EXIST. GROUND 10808 FOOTHILL BLVD. #120 (909) 880-0222 � RANCHO CUCAMONGA, CA 91730 EXIST. BEDDING MORTAR Ted \ � GROUND �,, N FRONT VIEW PLUG DETAIL s2 - SECTION A PRIVATE ENGINEER'S NOTICE TO CONTRACTOR •� - 2 .. . - N0rF_ USE_ Sc>=C-D STD I�� CITY OF RANCHO CUCAMONGA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES .+�.; 6� SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE °r- 'ti �� •fe '�� o/c CpT'Y �O U ND I TSI PrZ OJECT A?PIt MDI X BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON }�.' '.,:'';� : _ STREET & STORM DRAIN IMPROVEMENT PLANS FOR THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS �"""'� DETAIL - TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON ' THESE PLANS. 58 DAY CREEK BOULEVARD ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED BULKHEAD TITLE sHEET TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT All EMPLOYEES ARE Z._� PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH 1b — 2000 pM REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION COMMUMTY FACILITIES DISTRICT 2001-01B THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S EXISTING SURVEY MONUMENTATION APPROVED BY DATE: AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH Q�pF ESS TON CITY EN G I N EERY + d RCE No' 24953 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION O q� I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY �, �`S C. - THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN FIELD ARE SHOWN ON THESE PLANS AND ARE �� Q�� �� ���, CITY OF RANCHO CUCAMONGA DESIGN ,,o,,, ,,,pR,,,,�,A,, RECOMMENDED CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESCRIBED AS FOLLOWS: "' N �, z 50 BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. o o i e M .SoNe�u vze16 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF No. 20596 r., l +n-al-�.±1 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS NONE �' "' SET 2" BRASS DISK IN CONC. CURB , �G Exp. 9-30-05 STAMPED CITY OF RANCHO CUCAMONGA BM DRAWN scwutr: IAA: 169-251-0516 SHEET REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER DATE •X3.0 OI VI L N 10051 1987' AT THE NORTHWEST CORNER OF D.L V t M N N E R S E N G I N E E R S s U R v E r a iks 1 25 q AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN F BASE LINE ROAD AND SWANSON PLACE 0.25 --- CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE S NLEY C. MORSq� RCE N0. 20596 ( CA`�F i MILES WEST OF ETIWANDA AVENUE, AT CHECKED _ A/ �_ CE NO 20596 DRAWING N0. NEGLIGENCE OF THE OWNER OR ENGINEER. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. l,3 p3 1877 APPROVED: OF CURB RETURN. DATE FILE NO 29010/IMPLANS/CFI-)i B/SIP01 3-12-03 ,,� PROJECT SHEET NO. OF '24 CONSTRUCTION NOTES TEMPORARY GRADING E'LY R/w TEMPORARY GRADING TEMPORARY GRADING W'LY R/W TEMPORARY GRADING EASEMENT SEE PLAN W LY R/W 165' EASEMENT SEE PLAN EASEMENT SEE PLAN E'LY R/W EASEMENT SEE PLAN ARIES 84' 84' VARI ARIES VARIES- 152.63' TO 147' VARIES STREET IMPROVEMENTS 1 1' 16' 68' 59' 25' ' 1' I 1 1' VARIES- 72.63' TO 67' N 83' 1 I EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND - I 16' VARIES- 56.63' TO 51' 58' 25' OVE01-8 - 1. CONSTRUCT 6" AC R 6" AB. MINIMUM _ 14' ' �Z�I I 2. CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL 104. I 1 I I VARIES , SEE TYP. AC OVERLAY I I 7' 7' , , _ I ON DETAIL ABOVE I I 1 I � 6 3 , 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. AND DETAIL HEREON 1Le , 10 I -7.5--1- 10 7.5 'i i ( i 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 16 1 I THIS PT. SHOWN AS I 5. CONSTRUCT PEDESTRIAN WALKWAY LIGHT PER DETAIL ON SIT. 1 1 I I F GRADE 6. ADJUST STORM DRAIN MANHOLE TO GRADE I - ------------------ --------- - -----------------,- -2 -- r� i DAYLIGHT I 1 : _ IDAYLIGHT Fl LEVEL LINE 2x i I _ --- LEVEL LINE --- ---- -__ ------------ -------------- 7% 7. INSTALL STREET LIGHTS 16,000 LUMEN HPSV WITH 8' MAST ARM DAYLIGHT I 2 DAYLIGHT ` 2 I LL 8. CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 "CASE" AS SHOWN ON PLAN. Il 9 CONSTRUCT CURVIUNEAR SIDEWALK PER CITY STD. PL 114 j 9 I THIS PT. SHOWN AS I j N:y 1 16 I I GRADE 1 I I L------------------------------- -------� 10 REMOVE INTERFERING PORTIONS OF ABANDONED 301' WATER, MINIMUM OF 10' BEYOND BOTH SIDES OF R/W l_------------------------------------- J EXIST. GROUND I I EXIST. GROUN EXIST. GROUND SEE SECTION AND - 11 PLUG ENDS OF REMAINING 30' WATERMAIN WITH BRICK do MORTAR I I I C I EXIST. GROUND C - _ I DAY CREEK BOULEVARD B 1 12 CONSTRUCT 4" DIAMETER STEEL BOLLARDS FOR M.H. SHAFT PROTECTION. MINIMUM OF 4 HIGH - DAY CREEK BOULEVARD SEE SECTION BAND - � STA.128+53.88 TO STA. 130+44.03 NOTE BELOW AND 2' DEEP GROUND IMBEDMENT NOTE AT RIGHT 13 INSTALL STREET LIGHTS 16,000 LUMEN HPSV WITH STD. MAST ARM STA.101 +24.61 TO STA. 103+24.61 TI= 9.0, R= 72 14. ADJUST SEWER MANHOLE TO GRADE. TI= 9.0, R= 72' 15. ADJUST WATER VALVES TO GRADE. TEMPORARY GRADING TEMPORARY GRADING 16. CONSTRUCT Al-8 CURB ONLY PER CITY STD. PL. 104. EASEMENT SEE PLAN WLY R/W E'LY R/W EASEMENT SEE PLAN 10' 17 CONSTRUCT 8' TO 6• CURB do GUTTER TRANSITION VARIES 158' VARIES 4' 3' LEFT TURN POCKET 18 CONSTRUCT METAL W-BEAM BARRICADE PER CITY STD. PL. 131-B EXIST. GROUND 77' 84' I EXIST. GROUND MEDIAN ISLAND TYPICAL AC OVERLAY _ Alk-� �- 16 61' � 59' 25' � -I �I� 16 16 FOR POSITIVE X-FALL 19 CONSTRUCT BUS BAY RIGHT TURN LANE DETAIL PER CITY STD. PL 119 -� 20 COLD PLANE EXIST. AC PAVEMENT TO UMITS AS SHOWN.(0.10' MIN. THICK., 3' MIN. WIDTH) DETAIL ON SHT. 3 I I 4' 3 ' SEE TYP. AC OVERLAY I j 1 4.25% I 1 I 6' ON DETAIL ABOVE I I ~- o 21 CONSTRUCT I' AC OVER 6" AB. MINIMUM (INTERIM PAVING FOR FOOTHILL BLVD. TRANSITION ) i `� n1 7.5' 10' 7.5' " o � .:y I --- ---- sa. ---- LEVEL LINE. 1.7X ----- 1'7% ----- 22 FEATHER TO JOIN EXISTING AC PAVEMENT ,' I -`-- -------------- - - -- -- THIS PT. SHOWN AS LEVEL LINE 1 GRADE 9a DAYLIGHT _ _ - 2 --- 2y,----- ----,�------ - ------ ---------?X ---1--- -- I DAYLIGHT X-FALL PROJECTION THIS PT. SHOWN STORM DRAIN IMPROVEMENTS I 2 AS PROFILE GRADE 30 CONSTRUCT 10'W x 8'H RCB PER DETAIL ON SHT. 16 (CALTRANS STD. PL. D80) 1 9 I \ , I , I DETAIL-MEDIAN ISLAND 31 CONSTRUCT 1027" RCP (D LOAD PER PROFILE). I I I I � I ,, 16 � I � SCALE: HOR. 1"= 4' 32 CONSTRUCT PERFORATED CMP RISER ASSEMBLY PER DETAIL ON SHT. 16 i L-------- --_ ------------------- ----------- - 33 FABRICATE 30"X45 CMP ELBOWS EXIST. GROUND SEE SECTION DC EXIST. GROUND VER. 1 = 4' I NOTE AT RIGHT 37 CONSTRUCT 48" RCP (D LOAD PER PROFILE). 38 CONSTRUCT STD. PRESSURE M.H. SHAFT PER LACFCD DWG. N0. 2-D 210 WITH STD. PRESSURE DAY CREEK BOULEVARD SEE DETAIL ON RIGHT MANHOLE FRAME do COVER PER LACFCD DWG. NO. 2-D 197 STA.104+44.62 TO STA. 106+27.79 MEDIAN ISLAND VARIES PER STREET PLAN 39 CONSTRUCT 3T RCP (D LOAD PER PROFILE). TI= 9.0, R= 72` 40 CONSTRUCT 30" RCP (D LOAD PER PROFILE). FINISHED STREET 41 CONSTRUCT 24" RCP (D LOAD PER PROFILE). GRADE 42 CONSTRUCT 18' RCP (D LOAD PER PROFILE). TEMPORARY GRADING TEMPORARY GRADING ��� EASEMENT SEE PLAN W'LY R/W E'LY R/W EASEMENT SEE PLAN 43 CONSTRUCT MANHOLE N0. 1 (36' PIPE AND SMALLER PER CITY STD. PLAN 318) VARIES 146 PER VARIES 1 GRADE GRADE PER PLAN � \ PLAN CONSTRUCT MAN N PIP R I 44 HOLE 0 2 35' E AND LARGE PER CITY STD. PLAN 319 ( ) 1' 77' 72' 1 I , EXIST. GROUND I EXIST. GROUND CONSTRUCT MANHOLE N0. 1 (MODIFIED R I 45 ED OM M.H. SHAFT) PER CITY STD. PLAN 318NOT . I 2 T TR 2 46 CONSTRUCT MANHOLE NO. 2 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 319 I EXI ST. S EET _ APPROXIMATE EXIST. GRADED CONDITION. � I 14 I � I UNDERCUT THIS SECTION WAS USED ON CFD 2001-01A 47 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 (W AS SHOWN ON PLAN) II 6' THIS PT. SHOWN AS_� 7' 7' 7.5' 10' 7.5' I TO ROUGH GRADE THIS STREET. THE CONTRACTOR WILL BE RESPONSIBLE FOR W= I '� GRADE I i COMPLETION OF GRADING TO LIMITS NECES- w=1o' I 1 SARY TO INSTALL IMPROVEMENT NOTED. _ I 1 2 = Zys W-1 l I _ LEVEL LINE ____ - DAYLIGHT TYPICAL STREET UNDERCUT SECTION C �� _ 2 W=12 DAYLIGHT I - � 2 27s I � r 3 I I NOT TO SCALE W=18' I � I 9 I c.l I PR 48 CONSTRUCT PROTECTION BARRIER PER SBCFCD STD. DWG. SP 101 I 16 I I : I i 49 CONSTRUCT 1g' CMP I i L------------------- -----� EXIST. GROUND 50 CONSTRUCT JUNCTION STRUCTURE NO. 3 PER CITY STD. PLAN 332 I SEE SECTION AND EXIST. GROUND _ WEAKENED PLANE JOINT (TYP) 51 CONSTRUCT TRANSITION STRUCTURE NO. 2 FROM 9'W x 7'H TO 10V x 8'H PER CITY STD. PL 335 1 2 NOTE AT RIGHT CONCRETE PAVING. NATURAL GREY COLOR 52 CONSTRUCT BRICK do MORTAR PLUG PER DETAIL ON SHT. 1 - L - DAY CREEK BOULEVARD WITH MEDIUM BROOM FINISH, PATTERN 53 CONSTRUCT 60' RCP (D LOAD PER PROFILE). STA.107+79.13 TO STA. 127+06.01 PERPENDICULAR TO DIRECTION OF TRAFFIC. 54 CONSTRUCT MANHOLE SHAFT PER CITY STD. PLAN 323-A TI= 9.0, R= 72` SEE STREET IMPROVEMENT PLANS. ' 55 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. PLAN 334 10' 56 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PLAN 333 57 CONSTRUCT CMP CATCH BASIN PER CITY STD. PLAN 311 NOTE: _ 58 CONSTRUCT WOOD BULKHEAD PER DETAIL ON SHT. 1 TEMPORARY GRADING TEMPORARY GRADING ANY REMOVALS SHALL BE 59 JACK do BORE PROPOSED RCP UNDER EXISTING PAVEMENT EASEMENT SEE PLAN W'LY R/W CLY R/W EASEMENT SEE PLAN DONE BY REMOVING THE 1 VARIES 146.40' VARIES i ENTIRE 10'x10' PANEL SIGNING AND STRIPING IMPROVEMENTS EXIST. GROUND� _ 7440, 72, I EXIST. GROUND 60 STENCIL TYPE N LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. 424A Ai1' 16' 58.40' 47' 25' I 6" WIDE SHINER 62 STENCIL "BIKE' "LANE' PER CALTRANS STD. DWG. NO.A24D WITH 10' SPACING I I VARIES 6', SEE TYP. AC OVERLAY I I NOTE: 63 INSTALL g' SKIP CHANNEUZING LANE UNE PER CITY STD. DWG. NO. 133 I �, I 6' 16 / ON DETAIL ABOVE -7.5--1- 10' 7.5' I I FOR 10' WIDE CONDITION ONLY 64 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 I 1 65 INSTALL 4" SKIP WHITE LANE UNE PER CITY STD. DWG. NO. 133 1 THIS PT. SHOWN AS 3 ADDITIONAL SIDEWALK DETAIL 1 66 INSTALL 4" SOLID WHITE LANE ULEVEL_PER CITY STD. DWG. N0. 133 DAYLIGHT CUT I --- - LINE_____- - --`--- -- -` --- E GRADE------------ 27. I.- DAYLIGHT NOT TO SCALE 2� I 67 INSTALL 6" SOUD WHITE LANE UNE PER CITY STD. DWG. NO. 133 I ` , 2 21, ( - 3 I 68 INSTALL 6" SKIP WHITE LANE UNE PER CITY STD. DWG. NO. 133 9 2 j CITY OF RANCHO CUCAMONGA 69 INSTALL 8" WHITE CHANNEUZING LANE UNE PER CITY M. DWG. NO. 133 I > 1 I I 70 INSTALL 12" SOLID WHITE STRIPE PER CITY STD. DWG. NO. 133 L------------------------ -----�---J EXIST. GROUND STREET IMPROVEMENT & STORM DRAIN PLANS FOR 71 INSTALL STREET NAME SIGN do POST PER CITY STD. DWG. NO. 401A do 401B EXIST. GROUND I SEE SECTION BAND - (3) ESS/ NOTE AT RIGHT ° DAY CREEK BOULEVARD 72 INSTALL TYPE "K-4" MARKER PER CALTRANS STD. DWG. N0. 130 _ �11I(E� �1lVf-- ���� ■■ �� e��.l C Nql� 74 INSTALL R26(S) SIGN PER CALTRANS STD. DAY CREEK BOULEVARD N � yc; STA.127+06.01 TO STA. 127+93.86 No. 20596 m COMMUNITY FACILITES DISTRICT 2001-01B 75 INSTALL R10 (ONE WAY) SIGN PER CALTRANS STD. s c(_ Exp. 9-30-05 ESTIMATE OF QUANTITES, TYPICAL SECTIONS, 76 INSTALL R81 SIGN PER CALTRANS STD. TI= 9.°, R= 72 TYPICAL STREET SECTIONSq� �► I �* 77 INSTALL R18-1 SIGN PER CALTRANS STD. OF CA APPROVED BY DATE: 78 INSTALL METAL SIGN POST PER CITY STD. DWSCALE: HOR. 1"= 20'G. NO. 130 1"_ DESIGN CITY ENGINEER �l�Q//PiV/ RCE No 24953 - 79 INSTALL CHEVRON SYMBOL � 2 *PRELIMINARY. FINAL R VALUE TO BE DETERMINED BY SOILS ENGINEER CITY OF RANCHO CUCAMONGA .oe:t 17320**AMAv". RECO MENDED 80 STENCIL TYPE w ARROW PER CAI-TRANS STD. DWG. NO. A24A AT COMPLETION OF STREET GRADING. BENCHMARK NO. 10051, ELEV.: 1300.686 R C s"'''�°,CA /S oOticM ►ks 3509261/ SET 2" BRASS DISK IN CONC. CURB , Yein:949-251-sn1 81 INSTALL LANE UNE EXTENSION PER CALTRANS STD. DWG. NO. A20D STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN t l scMu►r2 FA[: 949251-0516 SHEET AC 82 INSTALL TYPE "IT' MARKERS PER CITY STD. DWG. NO. A206 2 OF 25 10051 198T AT THE NORTHWEST CORNER OF D.L PLA NfRS ENGINEERS SURVEYORS BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED CE NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH - S.C.M. -7 APPROVED: OF CURB RETURN. DATE •� FILE NO 29010/IMPLANS/CFD1B/SIP02 3-15-03 PROJECT SHEET NO. 2 OF Q do Ir f0l1' bC 0 49�6,`�I�, c, P1=1205.23 .�,N ZI 100' bC ^ N PAR* 100' VC L='S5 09' O.C. to •�`w �/ ao ICY) P1=1201.34 ^ h w e N 2.g57� PI=121,3 47 C 'r4 y4 4 s .aNx 0� O O O O h L=(101.910) PHRT. f010 VC $9 N 40,14 0-5 O.C. P1=1199.52 +~ +N O" 111111F� ;?N w •� w � •r oS A 5' 5'_ 10' 6' S L=53 09' R. STA. • 101+m 4 w w w In N �F O.C. +w ._ - 44 w '' �' N ^w � _ _ 1215 __ ,. _. G4TCH 6ti4S/N 29 �'4 3'44 3'4 �'' cv +N N N w ^ o 5� al: - N $ 9 N P OF W LY CURB o N +w w 8 w w 'f'4 y4 ^ �N •� �g �� gR o� p ON w w o^ w 5'-l- 5' 12' 6' 5' 00 O^p I N +2 O^I w T/ I��.3 o�IEi w ^� N N A w O +N �N w �� Of w ^ ^ O O w O w 2•I ^ w O 1200 a ruv R=+1.82x w o W. Rte(-2.38)X ,g5x � z t TOP Of W LY Tc writ �.-�'`� 70P OF W"LY MEDIAN CURB w w w � •� MEDIAN CURB ;121431 '?5' ? '� w ':�� GRADE -f � +� ^ 1213.1' w 8 cd $ o _.�___ . _ Ate' 215 . . . _,__ �� _ Ell w Q oo „ N ry o ,;Ary o ' h w _ S `�;g GRADE •°p' $w=04 CATCH NSIN 128 $Ow v w w w w� w tf� ��F ,N-4 + Q04 w A w >q _�1.,j4 ^ c�i O N c� ^ g o► 'a w 4Vi '�g' h N ►,j H'w iil►�N $- w g 5' S' 10' 6' S' w � w w ^ w O w 011"') N •� � �� N N 44 w w r N • O!Of Vf A 2.✓" +�•4Lx m w t7 N + N A 2,P^ ^ +N w ? _ w �p � �O 01 o v� -1.13X R e a$ o'�A, cci �l, z 100' VC o1 caw w g N O N of vi + ,±�' A .� V +O N - A A g v- 1200 w 9^ w 1!w ^ �1 os +•=v1 ^ n � �^ p 1 cam, � PI-1205.88 ► go +" 100' I w �.� T(1P OF ELY o 0 0 0 0 `9xx po,w Q gn� ui �✓1ii� d �? + ♦S 8N w '"7 O + + •- ^v 'oa + 10D NC ho N ^ PI=1214.00 ^i MEDIAN CURB ►w N P1=1201.99 w L�55.090 w A N ' GE �, ?� 0/1 8 100' w w h w 05 D.C. TOP OF ELY MEDIAN CURB 2cp25�, �� ' N rg,��''99 r0 _ v PI=1200. _ ^ 1 �'# 'Y4 15 _ X199 p°' ^� `fly •o�'. A Qv O 'O N O ^ 00, W w L=.JJ.O9' �ry���• O �' �j �C+ IVCli w +NoNiO CS 0w +o ♦O A w !i O �O w _ N O.C. 4Vi r A N ^2 A +Ow N 047 d ww oNoN�N pN �� 0 w " " ^ " ' N w w whA �'4 'Y4 4'4 'Y^ - Ci4TCH 6tAS/N '31 w O r'7 ww + w +N h ^ 1201 y� O.C. �7 ,+ O A 1 1955.091, 0.50 iLS FLOWUNE OF 9'4 '�'4 f4 9'4 w g o +w g D.C. D; 0.C. �„� g�o A C4 ^ o N o� cAo o $ o o +�i E�.Y CURB $ T �4 Y4 N N g ,�N Ln ,�a, + + $ +.; w N w `y4 Y4 Y4 Y4� �' �, \�• g pp�r�� /� +A\ �!� •per�` . w ww} N w`V A (� p N � x �� Cf �O O w ^ w r 1V�EL.Cil1LE�J a; w Qk O ww O A o 8,3.89 FLOWLINE OF *'7 . ^N g,)rx g •� N 4 w HORIZ. 1 =40 .N ., w w w w tr El CURB ^ m�sg, xd w " N w ^ , VERT. 1 =4' ; $ 10 - �c 1200 _ w w 100 101 rAn+ R= _ ; �� " w +X10 fi �' 107 10 09 99' a� TAN. R- + NN En N PLAN SCALE �20A z _2.50 102 103 104 105 N o A N T� 1.82X o N " ,� L=125.41' ^ SOO. PART. 100' W w + W L=101.17' 100' VC o^" N a0 q g r � j2�01- D.C. PI=1201.50 PI=1205.39 +N G r U(r\]\/1J_ 1\1G r\ 220 ; NOS. 0 0 0 0 0 PART. 1010 VC PART. 100' VC ��' ��f J�J 1 J if� 5' S' l0' 6' 5' TC�Pj=11 gg.68 •QS gyp"• BAT P1=1213 51 w STREET TREES SHOWN THUS FOOTHILL BOULEVARD PL STA • 101+35 VICTORIA GARDENS LANE X10 �. TO BE INSTALLED BY OTHERS. SEE SHEET 25A FOR INTERIM PAVEMENT TAPER r(J r \�y1 J�\1r�\ 220 P (FurURE) �Q � CATCH BASIN #30 - --` 98+67.43 227-20-1-44 A G 12' 32' 32' 12' A4nfGHT f1LL tG ECR 8 .. . . pTr�G 7 SCALE 1"=40' c ` o x440 'L 1 �d r\ A ►� 6r Q 18 I N U Cp ' 99+07.66 ., ,��b�' o m o+ o + `' 1ElNPORARY QRADlNG i , N Q •4'i v f a"loo, "8 __� 4 CONSTRUCTION NOTES -` �„ c� N N �o cP �o + Lv m + _. ncHT CUT h ------- 3f 3 lJAnIGHT CUT- o EASEMENT + W o o �, `� X x �' UL ni1lATE R/IY 4 '. ���� ►� E,►^ �' } WT __.. BCR m 4 0 "'� .1 v 'N + > ' CONSTRUCT 6' AC OVER 6' AB MIN \ \k\ 2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL 104. j 16 2 \� 2 o O W 15 , 'ro y/ \�� I E �� --_ Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. J - G - __ - - --- --- Q o 0 2 Ae r I 15 I �G I �G _ ------ `'�x h°� I 01 E h1 F� I 1 2 5ti q T G � 2 1�� O CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 3't 1 1 0 13 \ I \tid° i 3 \`�' 01 1 N! \ 'l ,� 6 15 I s�f�, ^ �`l\\kti0 Q ( CONSTRUCT PEDESTRIAN WALKWAY LIGHT PER DETAIL ON SHT. 1 `M`1 \`� I 6 ADJUST STORM DRAIN MANHOLE TO GRADE. GCS �, ,�'� I t I `-n I co 1 �� ��, pd (o Q 0 0 \ x�• ( I I `$� I a? 1 � v O7 INSTALL STREET LIGHTS 16,000 LUMEN HPSV WITH 8' MAST ARM I O O s C V• O F 1- I Z CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. \� -- _ - _ - -- 107 ' �' 108 16 11 PL 307 CASA AS SHOWN ON PLAN. _ N 0'15 45" E 0'15'45 E AG �, - ----- - _- _ - - - - - 1© INSTALL STREET LIGHTS 16,000 LUMEN HPSV WITH STD. MAST ARM �oo� �� �G ❑ �, 14 ADJUST SEWER MANHOLE TO GRADE. \k \h`� I Y�'fF`' 16 o \`� �' �' G �' \ti 01' " �-• \ '14 i15ADJUST WATER VALVES TO GRADE. L � ( t�5 1 J _ W fi+ �0 *� 14 I •�G � , g �\ N �n 16 CONSTRUCT Al 8 CURB ONLY PER CITY STD. PL. 104. � 16 � �b I h p6 � � �'� 16 14 \ '17 � 1 ( Z r3 ti k > 1 �' o s� ? 'L \� � `� I h :� 0 1 6 ,fl A 1 CONSTRUCT 8' TO 6' CURB do GUTTER TRANSITION \�1• _ �� •s�• lc' I \ \o,°'� X \� � X � g� �' �o�'�� W \�0►�� V o G I q \r 2 ?�? fi M _I --- 1 0 1 W \ C '� \ W a m 4 \ ti f ti -_- __ 1 --_--_-- 2 18 CONSTRUCT METAL W-BEAM BARRICADE PER CITY STD. PL 131-B - ( - - i - - B o D L e 19 CONSTRUCT BUS BAY RIGHT TURN LANE DETAIL PER CITY STD. PL 119 N �---EXIST. R/W W �, K a-_._- 0 COLD PLANE EXIST. AC PAVEMENT TO LIMITS AS SHOWN.(0.10' MIN. li I o 3 EXIST. RIM' I 4 0 3 ' THICK., 3' MIN. WIDTH) DETAIL HEREON 1213°49 >r" W ►� 2 121282 R h o ® INSTALL 6' AND 2' SLEEVES of m 4 1 g `r?� ig + �p� ,^o 3 , ti 1 0 co � � t'o + gym' 4 NI* � �' o + �d ULTIMATES + i 6 `fl + ; TTMPOR4RY CIRADING $ i o, ?0 `F fe11 Lt! V o0 p n ') >r r' V O O + O A + I + 5 W + v o gs „ . EASEMENT TO BE O ^ m )L�, a, + + . R 0 ao o ^ o N N IW w � 06, •06, . _ m OBTAINED + I __ o �� 0 5 . CITY OF RANCHO CUCAMONGA o + 10+22.56 r r o 7 0 5 0 �o o I �, �, t ECR \ G� \� _ __ '`� 101+29.94 � � c�,^ a Q oo -- �\'� �� 3 227-20-1-4-5 r - r - r ■ \ y �` %` - ---- -4- EXIST. DAYLIGHT LINE 15' , 15' � \� STREET IMPROVEMENT PLANS FOR ? ( _ m 5 o� BCR »1 �J 1 \� cA m •s ES F �oF S/o � c ' CA '? 8 o c� o PR/VA TE DRIVE � o � . . � � DAYCREEK BOI�.EVARD x � eus sro a�lr 7 3 � \ (FUTURE) \ N � CURVE TABLE L 2 08 36 11) , 00 4 , 19 2 . 10 v �' - N 2 SEE SHEET N0. 7 ! �'`� h - No. 20596 r" COMMUNNTY 1=/'105 �o h • G # A R L T M 14 0 42 '24' 3 , 00 7 . 37 ' 8 , 40 �°'i n rn ,c� ��,; �o w Exp. 9-30-05 c3` .� > d ,'� � 0 0.10 MIN. COLD PLAN I P 4 7 , 7 -` ti k \ 12' 35' 1 44' 12' * * DISTRICT 2001-01B A 90- 10 "46" 35 • 0 0 55 • 09 35 , 1 1 N 89-49 ' 14' 8 0 0 0 125 1 9 5 \ CREEKBOULEVARDo DA Y cF \ � orvi>` �P 0 ° ° \ 9 ?J T 4 : 4 � 0.10' MIN. OVERLAY B 89 49 ' 14 65 , 00 101 : 90 64 : 80 ❑ 172 22 ' 03 1 , 00 3 . 01 1 99 `L f \ F c� 9 F ��1 Tc � or; CAS APPROVED BY .� DATE: C 157 06 '59' 4 : 00 1 0 . 97 19 : 76 P 7-37 ' 11 ' 226 . 75 30 : 16 15 , 1 0 •B e- VICTORIA GARDENS LANE , � � N � OTE• /� f7 C A,' D 90° 1 0 '46' 70 . 00 ' 110 . 17 ' 70 : 22 ' Q 127° 08 '26' 3 : 00 ' 6 . 66 ' 6 . 04 ' '¢moo __ _ SEE SHEET No. CITY ENGINEER �� RCE NO 24953 1O� TC AN BREAK T DESIGN ° 4 7 ' 7' 1 0 , 93 ' S : 49 ' EXIST. A.C. RECOMMENDED MORSE 17310 Redbgl Am.E 5 0 0 1 1 58 6 4 0 , 05 ' 2 . 1 0 R 12 31 1 5 0 , 0 0 CITY OF RANCHO CUCAMONGA g�� F 9°28 '41 ' 182 : 19 ' 30 . 14 ' 15 . 10 ' S 130°45 '41 ' S , 00 ' 11 . 41 ' 10 , 91 ' � � � ___ ------ ---- OR AN EXISTING LANE LINE R.C. 3 E" .,50 to '" of - WHERE POSSIBLE. BENCHMARK NO. 10051, ELEV.: 1300.686 .o�c i c M I,.I,,.,a ns14 0 0 8 � AS SHOWN ON PLAN � G e9-49 14 35 00 54 , 87 ' 34 . 89 T 8-26 11 50 . 00 7 : 36 3 . 69 ^ o+ + m+ SET 2" BRASS DISK IN CONC. CURB DRAWN Yeic'9�9-1S1dt11 ° 1 o o COLD PLANE EXIST. A.C. STAMPED "CITY F RANCHO :c e o i r: TAX: 9�V 151-0516 SHEET H 180 00 00 2 . 00 6 , 28 ' 1000 00 U 123- 03 '21 - 5 . 00 ' 10 , 74 9 . 22 0 � , o C 0 C 0 BM ;�. ° 4 7 FOR 0.10' MIN. OVERLAY 10051 1987" AT THE NORTHWEST CORNER OF D.L. PLA ERS ENGINEERS SURVEYORS R v E r o R S I 89-49 ' 14' 3 , 00 4 . 70 2 , 99 ' V 12 40 '49 273 . 33 60 9 30 3 5` 5' 7'~ 6' 5' 3 25 BASE LINE ROAD AND SWANSON PLACE 0.25 OF ° ' TYPICAL FEATHER DETAIL MILES WEST OF ETIWANDA AVENUE AT CHECKED DRAWING NO. J 139 55 35 3 . 00 7 , 33 8 : 23 W 12 40 49 136 : 67 30 25 15 . 19 20596 i�,�, RCE N O CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH - ^ ?' -- K 4°34 '48' 112 , 00 ' 8 , 95 ' 4 , 48 ' X 18°55 '29' 92 : 50 ' 30 . 55 15 . 42 CA BASIN X27 N.T.s. DESCRIPTION OF REVISION DATE APPROVED: OF CURB RETURN. S.C.M. DATE -� -D� FILE NO 877 I:\29010\IMPLANS\CFD1B\SIP03.dwg 3/27/03 PROJECT SHEET NO. 3 OF r p " w w c4l O , TOP OF WLY CURB o w w 4+04 1230 { 2WrC gw +2• 8� PI=1216.47 F3 N tau F3 T ad ` w O ''w N 9 • VAJO � - •v� ostoo w CCC777 +^� +twp N wa O+lw w w 2 w O +`- w w w w p t A �+^ •h p+ w w a w�' �' $N TOP OF W%Y MEDIAN CURB w +0.1" 0" A 'f�/.7(J/� w 1215 N +" N� 1230 TOP OF W'LY MEDIAN CURB ^w ^N ^" +2-00% 8 w �p �` GRADE A *a_0 w N °p +2.p01t g o g b I A ^. A ' w _.._. + �^ ^ w w l< adw w g _ _ _ _ _ _ $ _ . _ _ _.,_ _ _ . __ . _,_ .__ __ 1235 • w �N �� +N N N+ ti '� w N w w A A w w w w '�? w w TOP OF PLY1ilEDIAN CURB R+ GRADE g g � � w g +z +o.5ox + N w N +A 4, os +•- N N 1225/1230 1215 V�O ^ Nw +w / �^ OwN +N w 8 8 +:, + �'-N N +� TOP OF E'LY MEDIAN CURB •N + ^ _ Aw w ww Nw w w �' ON w w pC4 Z OA �N i + N J .g ww +w .W^ w •� w 2U0' W +2.0� �+`04 V +2 0 $w PI=1217.00 hw w w i gad aa _ _ _ _ _ _ _ .� __ . __� _. . .. __ .. ... 1230 �" +q,00� Q � x ww 8 ••N+ TOP OF ft Y CURB +0.50.T o w •N ew0' +°f cr F2.00x Q ` + NN w . + N � ww •w'4w'4 wwf � �N12158 + 04+ � O Q (� L-53 01' •%d wN ww w w vww w + °�" 0.C. + w w S O w w $N H TOP OF El Y' CURB PROFILE SCALES +0.50J[ +� HORIZ. 1"=40' t� °o �+� NN VERT. 1"=4' w w 121 j � N N w P-zw y4 74 74 h� A� w� rJ. �• 1J: 5, w N w N w w PLAN SCALE 6' 09 1 10 .1 1 1 N w w + 1 13 1 14 115 1 16 117 1 18 1 19 120 �o �o N N = p N to O 1" 4 0' w �O w w � �O �o + o w Y4 9'4 9'4 9'4 1 12 CONSTRUCTION NOTES 2 81 o N Nf,`04 L=56.94' +w CIO 0.C. CF 1 CONSTRUCT 6" AC OVER 6' AB. MINIMUM o_N " L=54.02' 11.388' w 34 TC 0 ~+N w w P 12�71 C O.C. R=1216.78 lown �8 C6 125 61 Fl Q2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. r I r 1 /�. `- 1 �) r- 51 Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103 do 114 Q �o v U AJ�jl011j r� 20 I P X22 Q9 V - k - TEMPORARY GRADING227-20-1-42 �" � CONSTRUCT HANDICAPPED HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 103.22 -J0_J / � EASEMENT SCALE 1"=40' JJ7- �0-1J- - •. v+ '^ CONSTRUCT PEDESTRIAN WALKWAY LIGHT PER DETAIL ON SHT. 1 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD PL 101-A 1 EXIST. DAn/GHT CUT � 0 J.I8 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. W 1 1 EXIST. DAnIGHT CUT CATCH BASIN 25 o .�1 A � _ - PL 307 "CASA AS SHOWN ON PLAN. �.I 9 _.a.z. 13 � � O CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL 114 .� PROPOSED RI'W Q ►� TEMPI�RARY GRADING "moi h 2 � 1© INSTALL STREET LIGHT'S 16,000 LUMEN HPSV WITH STD. MAST ARM A EASEMENT U MANHOLE T - - - - 9 14 ADJUST SEWER OLE 0 GRADE . 15 ADJUST WATER VALVES TO GRADE + f ,1\ ,� ,'� \b� 2CONSTRUCT Al- - -8 CURB ONLY PER CITY STD PL 104. - - --- 1© CONSTRUCT >�• TO 6' CURB do GUTTER TRANSITION 1 2 O 18 CONSTRUCT METAL W-BEAM BARRICADE PER CITY STD. PL. 131-8 1°� 19 CONSTRUCT BUS BAY RIGHT TURN LANE DETAIL PER CITY STD. PL 119 f g\ h c� C `L \\ l lg 6 1G 6 15 0'15'45" E -♦-- ---- '- - 1 \ -- ---------- - 1 _ 1'L`ti \ti 16 N A � `vR r» -------tet -_ -------_-+-_-_-_ \ 'L`�g `O 1 ® IN STALL G ANO 2 SLEEVES 1215.95 IC 83 B - 420.67' ' W f121 5-28 fs I ^ \rL\6'6'1\ F 'ice \\� 1 I •r \�\ ���'a, 14 �,f � 16 \�\6�'S1� � ` '� I �' 16'��� i AG K Q - P - I _� _ - -+ U U Q � NOTE.' f \� \h G - \�\ti\`°96 2 1 I 'lR1h ' 16� 1� 6� g�� �S ;x ��,��� N 3'18' T +- ---- _ �1 ,� \ti �' , 6 h1 ` \ V ��' \1 4- �� �� 1267.27' G STREET TREES SHOWN THUS - -- - ------- \ti'L Z� \' 6 . \ti11 gh \'�1h' �q "�'L �h. 14 T s� ��, i � 60. ES �� TO BE INSTALLED BY OTHERS. QEXIST. R/W H I 1 I I ti�9h --- w In w f• Y a e f 3.•1 3 + �' ^ � � 1 o _ o� DW. 'R 4 1 6 I 2 m _. o 3 1 \ f��j, 4 m /IYl�j��I 4 I y. W N co 3 ^ go A J + EXIST 5 t 3 0 M, `° O J-1 1EMPORARY G N 'o Q o � o GY4WIGHT CUT �' 3•I I �rGRADING I TEMPORARY GRADING o m "�� 5 0, F., EASEMENT TO BE '? r� �? EXIST. R -� o EASEMENT + 5 _ 34' .Q _ - _ 01 OBTAINED -� 'o Irl' h 5 +� .n , �o v ULTIMATE R/IY 17 17.- m� �y 5 s f W 3 .3'1 13 b y r �, ! t*l, 5 + °j CITY OF RANCHO CUCAMONGA kAN�`oo CABERNET T. 3 13 ULTIMATE R . " - x (FUTURE) g 13 31 m �� 5 _ SEXIST. AAnIGHT cur 5 13 STREET IMPROVEMENT PLANS FOR �. rn J�� ���� GF �(, ��,x �� SEE SHEET NO. 7 DAY CREEK BOULEVARD 52' . ^ 3 ,3 O 1 V ESS 10N91 - 26' 26' C. �, DAYCREEK BOULEVARD �� cr�o h N 0�V .. 8 ~�No. 20596�'"�z CURVE TABLE �� ���� w ti h h •'� SOUTHMAIN ST. m COMMUNITY FAGS ��65 TC ?mac # A R L T K 168° 13 '35' 2 . 0 0 ' 5 , 87 ' 19 . 4 0 ' �Ss�,T'2 ` ���`° 1$6 6�� (FUTURE) * �q� WES ARE FOR REFERENCE ONLY. CITY Exp.C9VI30 DISTRICT 2001-01B �j�F A 3° 02 '25' 2 5 61 . 0 0 ' 135 . 8 9 ' 67 . 96 ' L 86°4 6 '4 9' 35 . 0 0 ' 53 , 01 ' 33 . 0 9 ' �' 122 SEE SHEET N0. 6 APPROVED STREET NAMES TO BE ASSIGNED LATER. 9T 11216 m l -- - - F Of- CAQ 3° 02 '25' 2500 , 00 ' 132 , 66 ' 66 , 34 ' M 146°54 '45' 3 , 00 ' 7 . 69 ' 10 . 10 ' APPROVED BY DATE- `" N C 9° 16 '50' 186 , 11 ' 30 , 15 ' 15 , 11 ' N 139°25 ' 10 5 . 00 ' 12 . 17 ' 13 , 52 ' „�� ,� o, CITY ENGINEER/ c // RCE NO 24953 w' 10° 08 ' 15' 170 , 96 ' 30 . 25 ' 15 , 16 ' ❑ 7° 19 '53' 74 , 00 ' 9 . 47 ' 4 , 74 ' o o°j DESIGN RECOMMENDED D CITY OF RANCHO CUCAMONGA t .,o..E 17220 RedAiq Are. 5 5' 10' 6' 5E 1 ° ° + 4, + �, 24 28 2507 . 00 61 , 60 30 . 80 P 93 41 22 3 , 00 4 , 91 3 . 20 ' w ^ � BENCHMARK N0. 10051, ELEV.: 1300.686 R.C. � :0Klcm w.�e,un616 F 3° 02 '25' 2493 . 00 ' 132 , 29 ' 66 , 16 ' Q 12°41 '24' 71 0 0 ' 15 , 73 ' 7 . 89 ' " " A SET 2" BRASS DISK IN CONC. CURB , 1 ve.,969-2s1-q21 CATCH BASIN 26 5 5' 11' 6' " STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN _e; _^ CHUtTr FAX: 969251-0516 SHEET G 1 °22 '58' 2453 . 00 ' 59 , 20 ' 29 , 60 ' R 157°38 ' 11 ' 2 . 00 ' 5 , 50 ' 10 , 12 ' S' = H 88°26 ' 16' 35 . 0 0 ' S4 . 02 ' 34 , 06 ' S 22°41 ' 06' 133 . 75 ' S2 . 96 ' 26 83 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L F l A F R s E N c I N 1 E R s s u R v I r 0 R s ° ° BASE LINE ROAD AND SWANSON PLACE 0.25 4 OF 25 I 93 13 1 1 35 . 00 56 , 94 ' 37 , 02 ' T 9 28 41 182 , 19 30 . 14 15 , 1 0 CATCH BASIN 124 MILES WEST OF ETIWANDA AVENUE, AT CHECKEDRCE NO 20596 DRAWING NO. J 11 -55 ' 01 ' 477 . 39 ' 1 99 . 29 ' 1 49 . 83 ' 1 14° 05 ' 12' 1 82 . 19 ' 20 . 21 ' 1 0 , 15 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. - -G 1877 APPROVED: OF CURB RETURN. DATE FILE NO I:\29010\IMPLANS\CFD1B\SIP04.dwg 3/27/03 PROJECT SHEET NO. '9 OF L s3or 100' VC L=54.02' _ L=56.94' •f PJ=1243.21 O.C. � 4 ''4 �'4 � �N O.C. N� 9'4 9'4 9'4 9'4 � 1.84X ft f4 f'4 y4 0 + AA w 00 �'+ 2'001 7�j N8N +; Ni,N t+pw ,�� �� ao �� � +w a,•rw A w w OP 04 OF N"LY CURB ,�,,'�• ,N ^� �N �o H •w ^ � AN -j • N N N +� N w N �5 + .'N go "'N �� N N w 2 +A N A A 1245 +5- w 1260 + ►7 A hN NN N w �� Aw � •� N w A •-`r 4.07 w w w A 2.00'x O N A $ TOP OF WILY MEDIAN CURB A TOP OF WILY CURB TOP OF WT CURB + 1230 _ _ _ A _ _-.. _ - _ .--.. � �� __ . __ _ - __ _ - . _ - _ _ _ _-, - _ . _ . �� •� � o •^ + fz N ` � N " vs NO . ��aD�. 1.84X 04 + P 11_000__ - w (JV TOP OF WLY ��'►. N ��• - 0 8 MEDIAN CURB N "' ?'� N 1235 +w %0 1245 �� 11 1260 +2. ^o� QA °f ^ '+ N low o $ `� v- N . `�' ►i N N `;N% Z T0P OF IY'LY •r +A+ A CCONMCMR In VFR/fY PRIOR g �' 1.84x �p N 230 8 N N w A MEDG4N CURB N A ro G�ONSTRUCTION. 00 NN A Nw +N 8N A . w w GRADE +N +N N w 100' Ic �� +N A PI=1260.42 w = A A �N A PI-1243 74 C GRADE $ TOP OF EZY o H MEDAN CURB $ 8 N �� i a�o ' + 1235/1245 TOP 0 E'LY $ . + '� •N _ / I I 1260 MEDIAN CURB o$ °a q I I °'•'� �'�o N�, N �,N w Q w � O Of N A TOP OF ELY $ m $ TOP OF EL h A N • A �N A A MEDIAN CURB , 1 $ •w + � $ MEDt4N CURB PART. 100 WC 1230 z y >�=r2s1.r4 1260 t>�,3 o r' _ �> a.�4' W FLOWLIN OF 12 45 o _ _ O.C. O.C. E'LY CURB * Q. w 14 o$ . TOP OF t'LY CURB N .00� x 1, x o TOP OF E'LY CURB $ N A v •N Nw +2 W �)� a^pN N A w ' +N A Af4 *4 � 4 RR .(��! JV A A w A •Iw y�� AA Z ` g •w A �� `mow E� <7N w w^ w A � •wJ� �' V '•` �N 9'4 9'4 g'4 y4 N +N A A , A , 1255 w + w w PART 100 IV L--55.9 Imola, !'� + �O�O N ++ � +N ^ " L=34.1 t' P1=1259.94 PROFI C A LES ALES OOx � 6211 w A •f 3 ►orh ANNN $� �-.�� N^o A PART. 100' VC O.C. a # NNN •� �� .�•:�g = HORIZ. 1"=40' cw g N A .F NN P/ 1243.45r VERT. 1"=4' "�►� N L=54.. 5' ALE 1230 _ N - - O.C. _ -4: I ,� 1 40' PLAN 120 121 122 123 Nw 124 125 126 Y4 9'4 *4 9'4 127 � �� 128 �" + 11 9�� �, 130 131 tt �O w v NORTOW IN Sr A �o N w F SEE S, E NO. 6 8 - '? �' ' ^ N ��'���'`� �"� 'o �, h h� **STATION PER DWG. N0. 1833 SHT 3 OF 15 Ym o I66' L=30.67' L=.30.67' s N ,.,g ,,,.� '� h cN 11' 18' 26' 11' 13 N w N V N N O.C. O.C. •�' 1� yh Q� .�► m h W $^ WIDTH C f NOTE.' o `l�Q SCALE 1"=40' m a, r< TRANS/110N 60 TC -- eY _ \1 f a N 12354 93 CHURCH STREET STREET TREES SHOWN THUS h F + W o o 123 ^� 13 SEE DWG. 1833 SHT. 5 OF 10 Mi �i r 'L'� o TEMPORARY GRADING N �- �- / C� �- / r r 1- W ►�cr 2 v TO BE INSTALLED BY OTHERS. �, = o, ��k $ �, J �j�/1J J J.J )J Lam' �' + N �- ^ p EASEMENT "r r ' OV 4 , � � � 3 rr - r 13 i V rt 01 S r.j 1 BOO + 4 * N CUT f-2J 1-4J w NCIS! 31 N 1 EXIST. 014YUCHT + J� �r i�( 13 _>- N LTJ 5" 5^ 11'^ N N 600,' �\� ' ►^� �^, ('��ncg 6 5 . Cur O -:- A B • EXIST R 9 31 N N YLIUK Flu ULTIbGiTE R LOCAL DEPRESSION CB X23 ,� 0 3.1 w - J� I -- -- -- Qc I W Q �ti 3 33 k,k1G 1 6 10 k�h 2 - ;' �e f h � 1 � � � � ,�6t K 15 � 9 : 2 EXIST R � ' I �� a1 ti E F ' > ,��� 1 0 N :,a�kk����^ EXIST �4&4NDONED QLAJ 1 \,b -121 1 N 3'18'10' E `��' , �� 122 '� 6 � o 1 1` \�1� 16 16 30' WATER 1261.35 TC W 61h9e�� r� 16 7 �,� __-- ~'� �' 123 16 ��� rl�'r� 1� ?' ' �� �`�� 1260.68 f5 ?6 � ---1---_-- * STREET A MES ARE FOR �. `' � �o ��, 1 Q - f ---_ 124 a o � � r� " ��,� ��� '3' � _ ----- - ---------- co 1 - / 1236.65 TC -I-------- 125 - ---- -- REFERENCE ONLY. CITY � � 11 _ APPROVED STREFT AIAMES J \� I G 1235.98 FS �J 14 - - =J'o _�f.r�n �6� ------i 1_�_=_ L) 1 7� ---� --- _t-- --- --- -- -- --t --- -� - - 1260.96 FS I X �! ----- ------------- TO BE ASSIGNED LATER. � ' ti��� 6k `� cn I �,�� o I ` "' I 3 � �• 2 �• 66 `� �' � 16 I 83 N 1'28'43" W 10 � 14 �'� 1�C, 1 6916 ES fi' I ^ R� T vo C 11�+6� kb E`� `'b� a g a�� G tib` g1 + h°Q �1 ►� 13 rt �' I" k ( �`' W � `n 1 rJI•' �, I � s, I ao 1 Q Ell 1247.73 TC 1 -- - P 1 ti 1247.06 FL ,,�h'L V I �� 9 ti1 2 fol 3 r 1 - �--- I ,1' ' o 4 1 4 ti H ^ � ,,� '.,� EXIST. 5 X14\ 26' ,31 y y CZ` W o; ,►`� ULTIMATE a + o' Ny ,� ►.� EXIST DAYLIGHT FlLL H �q'i o ^, EXIST R ULTI TLS N `1 �� `��� p = + + � ►-� � � c� w '+ � �' ao N + + + � �` No J. R� N cv c� •� h t:: + ^ �V"O CIO1 ,� `� 5 oi C cv N N N oo Nx x �Ic� 5 5 13 c,4 7 ^ `ft" n c� 7 5 n e N ^5 �, 5 WIDTH ^5 3 Ut IIMATE R/IY „a� �+ _ c� 1n 4, w V TRANSITION + CONSTRUCTION NOTES 8 ,9 c R o �� �� h 6 �G > ' * 'BUS STOP' &4Y c+o `" 00o p 'r co 1� iV r� co a �o 06 GRADING EASEMENT 1D 20' 20' 10' + 3 �>��-� ��' �' ° N °� CITY OF RANCHOCUCAMONGA CONSTRUCT s" AC OVER 6" AB. MINIMUM NORTHW IN ST. N N N N ,� 11 .,h TOWING OBTAINED 2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. 51 5' 78' 6' S� DAY CREEK BOULEVARD .. . • .r A N ��Ilci `� �ti\ STREET IMPROVEMENT PLANS F 0 R 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103 do 114. °jo o � � *MER OT 8 E Q�oFEss,o DAY CREEK BOULEVARD 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. � o o SEE SHEET NO. 7 53 `�� �v C. � CURVE TABLE 5 CONSTRUCT PEDESTRIAN WALKWAY UGHT PER DETAIL ON SHT. 1 m w + �Z g6 0> o N o ao 01 ~ '� � 2G, COMMUNRY FACILI 1 IGS © ADJUST STORM DRAIN MANHOLE TO GRADE # D R L T M 0°53 ' 1 1 ' 2503 . 00 ' 38 . 72 ' 19 . 36 ' k5' "'� "' '� "' � z N N N 12 p h 'ri rn o, �, �, No. 20596 �, A 93° 13 ' 11 ' 35 . 00 ' 56 . 94 ' 37 . 02 ' N 4°46 '53' 2500 . 00 ' 208 , 63 ' 104 . 37 ' ^ v + �+° � `" �' ^, 7 CONSTRUCT STREET LIGHTS 1600 LUMENS WITH 8' MAST ARMS ° W 0 0 N N N - Exp. 9-30-05 * DISTRICT 2001-01B B 86 46 49 35 . 00 53 , 01 33 , 09 ❑ 88-34 '55' 35 , 00 54 . 11 34 . 14 �, `r N 8 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 Cf � 'CASE" AS SHOWN ON PLAN. $ 26 C 18. 55 '29' 92 , 5 0 ' 30 , 55 ' 15 , 42 / P 88-58 '37# 35 . 00 ' 54 . 35 ' 34 , 38 ' S ` 5' f0' 6' 2.93 2.06 qJF OI OF CAL 90 CONSTRUCT CURVIUNEAR SIDEWALK PER CITY STD. PL. 114 173yA59 �� � � � ,, �`�� D 14° 05 ' 12' 82 . 19 ' 2 0 , 21 ' 1 0 15 ' Q 0°32 ' 19" 2547 0 0 ' 23 94 ' 1 1 , 97 ' �L1E APPROVED BY DATE: 10 REMOVE INTERFERING PORTIONS OF ABANDONED 30' WATER, MINIMUM OF �2� �,�h �`O �' v 0a 11 �s� ��, E 21 °2 3 ' 16' 13 3 , 7 5 ' 4 9 , 9 3 ' 2 5 . 2 6 ' R 13°2 6 '2 6' 17 3 . 3 8 ' 4 0 . 4 4 ' 2 0 , 31 ' LOCAL DEPRESSION CB #21 CITY E N G I N E E R 1 %' RCE No 24953 10 BEYOND BOTH SIDES OF R/W �`� "�` �+� h .f A '`� F 157°31 'S 0' 2 , 0 0 ' S , 5 0 ' 1 0 07 ' S 88°26 ' 18' 35 . 0 0 ' 54 . 02 ' 34 , 06 ' DESIGN MORSE 17320Re"A". RECOMMENDED 13 STREET LIGHTS 16,000 LUMEN HPSV WITH STD. MAST ARM CITY OF RANCHO CUCAMONGA � 180- 00 ' 00' 2 . 00 ' 6 . 28 ' 1 000 . 00 ' T 8° 01 '39' 287 . 28 ' 40 , 25 ' 20 , 16 ' R.C. Swift 350 14 ADJUST SEWER MANHOLE TO GRADE. BENCHMARK N0. 10051, ELEV.: 1300.686 0 o r 1 c H h,a 926u ide/ H 12°40 '49' 136 67 ' 30 . 25 15 19 ' U 6°45 '40' 339 . 94 ' 40 , 12 ' 20 08 ' SET 2" BRASS DISK IN CONC. CURB r V.I 949-251-SR21 15 ADJUST WATER VALVES TO GRADE. STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN 4 SCHULF2 FAX: 949 251-0516 SHEET I 12°40 '49' 273 . 33 ' 60 . 49 ' 30 . 37 ' V 20°46 '39' 84 , 57 ' 30 . 67 ' 15 . 50 ' 16 CONSTRUCT Al-8 CURB ONLY PER CITY STD. PL. 104. LOCAL DEPRESSION CB 12210051 1987' AT THE NORTHWEST CORNER OF D.L ILA ERS ENGINEERS S SURVEYORS 5 25 1 CONSTRUCT g' TO G' CURB do GUTTER TRANSITION J 1 -48 ' 06' 2547 . 00 ' 8 0 . 09 ' 40 , 05 ' W 22°24 '43' 26 . 75 ' 1 0 . 46 ' 5 . 30 ' BASE LINE ROAD AND SWANSON PLACE 0.25 OF K 3- 16 '54' 2439 , 0 0 ' 139 . 70 ' 69 . 87 87 X 157° 16 ' 01 ' 1 , 0 0 ' 2 . 74 ' 4 . 97 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. 18 CONSTRUCT METAL W-BEAM BARRICADE PER CITY STD. PL. 131-BCITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH - - RCE NO 19 CONSTRUCT BUS BAY RIGHT TURN LANE DETAIL PER CITY STD. PL 119 ACV IN 5?ALC 6" AAI'D L" St,FEV�S L 2°32 ' 13' 25 07 , 0 0 ' 1 1 1 . 0 0 ' 55 51 ' Y 91 *33 '42' 35 . 0 0 ' 55 . 93 ' 35 , 97 ' DESCRIPTION OF REVISION DATE 06 APPROVED: OF CURB RETURN. S.C.M. DATE - 7�-%s FILE NO 577 �:\29010 MPLANS\CFD1B\SIP05.dwg 3/27/03 PROJECT SHEET NO. Jr OF i O.C. ".09' a c. �h H 'Y4 f'4 g4 w , N _f �y, w h �_ J� �� ��_ r � � M 1 N C4 w w •w + L=56 94' ' PARr 1 W' 11 w 1 2 1 5 —' _,� w w N N H N o^� f71 1215 ac. P1=1223 32 L=s3.o�' Loc. 2^ 2 soz w o.55x _f o.55]X �'4 �'4 9'4 f'4 ac.w w �'• o o, g ,w 9'4 f'4 f4' ft9'4 4 9'4 �'4 TOP OF N'L Y CURB W N w w •o o, w w�3� •+N w ,� �! '�•� $ ♦w w i �w `3 +N w w w ^I w w + rpl _ _ - _ _ taro 1225w w w ,� 1225 1?35w ± ' w w P!=1 15.20 TOP OF NOLY 1NED CtIR$ w � +� � w ��''' 1235 w w r w b •`w°.Z - Till. R= —1.70x BTU ' h b ;g �,� TOP OF NAY CURB TAN. R= -1.aox _ RE � w � ao TOP OF NT Y CURB •bf'� ++N 8z N •� b� p� w 0s .w ♦w N ♦N 2w%- �p �N w w 8 _ --- oV wi 1215 ?gam 1215 - _ P�122,350 FUTURE_ •�� �' � w GRADE a55x o [0.55�x g _ w w` •�N PI=1233.42 o' � ao ±N $A $,f o •� $w 3•gt '''� w w o CQ g04 ry w df 4� r v 1225 i.to� —�> w wA w w 1225 - 1235 _ ._ ''�� +N _ _ ♦w _ o � _L3 3 '''` _ 1235 w ,r T.. w f' w •,� it GLADE DX ` ;o^o C GRADE o w N 8w air -------4 1215 I w i=53.01' ART. 100' VC t=36.94 a C. PI=1223 32 TOP OF S'LY MEDIAN CURB Y4 1'4 94t 9'4 �'oH, O.C. t�S3Ol' PART. 'S0' VC 9'4 Y4 #4 #'4 O.C. PI=1233.24 w -v�x w ` 01 j� �/}s } .p��.+roj �F p^O•NO�f N O N 'f• '' w w �3 8 '' `www '�'cwj cV ~ h • VQ h �p PART. J{/ L=�J W ail N N N c�J ^N+w C7+w w w a3 (vo vv�'') N rte'' _ w N +"l w w _. Pr=1215.1s o.c. _ .. __ �_ ..12 41' 1225 o ww w w 1225 1235 - _ .� 0 N w N w �±w N w 1 Z35 w �4 'y4 �4 'y4 - 0.a w w b wp , ARE Q,h ;,F o 9 9'4 9'4 'Y4 ^ TAN. R- —1.70 TOP OF SLY CURB TAN R= -1.00x • Q-0 •r ,' J'j t'i o Tl7P OF S LY CURB w w _ w w i w� w w w w N w w w � H Funff w N I w 1215 N 1215 o _ (0.550 1 TAN. R= -2.9TX TOP OF S'LY CURB i PROFILE SCALES s HORIZ. 1"=40' s• s' �! 6' s' VERT. '1' =4' 99 100 101 N a 10 > > PLAN SCALE 9 10 11 rEMPORARr GRADING DAY CREEK BOULEVARD TEMPORARY GRADING �"� �y DAY CREEK BOULEVARD TEMPORARY Gwt)vG DAY CREEK BOULEVARD EASEMENT 5' s' T s' s ti EASEMENT TEMPOR,4RY GRADING _ \� SEE SHEET N0. 4 EASEMENT ti�, �� cE �c SEE SHEET NO. 5 SEE SHEET N0. 3 — "$ EASEMENT o i ?r$ � 14 c,, 0ti vti N U "54VA . ,� �s �„ oo* a ^ry b6 61' 47' 25' / F' �O`L'���k1� o^ �� f� GF I `+' -f x .S' / 1"=40' 1 ti w . II �O tV ate, LOCAL D�EPRESS0N CB #19 ,� o�til I SCALE \'� 5k� h � h Lu cpj 5 5' 7 6 5, 1� h �,c �' C7 'n ' ..N 4 I �G 4 , � • � b W � 1 � LF'f�F<`� i mm°p g04Vi \"ti 9 + m v o �` ml �'�,t LOCAL DEPRESSION CB 2 LOLL DEPRESSION CB 5 v 3 I I \ I ., , m o, W \ti y5 I g Ev g ,� 1. '� i co c�cri o, '� I \'L SCALE 1"=40' SCALE 1"=40' �� ^ � �h �V 18 L l 0 3 I Lu B 18 A I 12 N + 2 % obs W ,c'' ' ''� I I \ \ti\� N k"1 �, 1 \ \ti\� W o I 1 \ .y5t g h h .��a,, b . R1�t W 1 I I C g 101 16 Q - --- -� - -- - - -------�--- - }- -- -- I I \ti1� yah s'�fTq `' J���� 1`��.s� :Q �� \� `L?'' .6, l• p p "1 � I o 116 �� � � . Q �. .c,� 'i .v� • fi' I I E � i � b � o o . � o r'i v 'oi k 1`h , ,� 1 D .�Y^�1 ao o ` LLJ D I E r s`� l c?y I �0��' R w�4 T * o ? y c� 4 2 I � •sem ��, 1 .�� l� � 18 O �� �� �� '1 .h � \'� ,.�' =-�' � r� I \ti ��' A � g^'T `' �, \ o 0 0 0 �`� ►� I ~ 61' , 47, m N I F V - 5' 5' T^ 6' S' 25 + �u C2 + ��u . 4 No O B 2 , GF\�G� � .r H G JK ,� LOC4L XPRESSION CB LOCAL DEPRESSION CB 66 I 00 I I I 1�\� + � �� 4 m o�►, 8 4 4 5 5' 7^ s' S 0 3 {I TEMPORARY GRADING �� + `" ^ '.� 8 I EASEMENT TO BE OBTAINED m 4i LOCAL DEPRES'S/ON CB 20 i s• s T 6' s' TEMPOR4RY GRADING u �s fes' I ^ - # �' EASEMENT TO BE OBTAINED I � I NOR THMA IN S TREE T '� h h h h 61 � 5 Nk N � F Ail 7CMPORiV?Y GRADING �� ch * EASEMENT TO BE OBTA/NE�D,\, �.���. ` ? TEMPORARY GRADING ,�e• o h ��'�9 ` '� EASEMENT TO BE OBTAINED ��,�s,��� $\ �°6� SOUTHMAIN STREET b�h�R,� ����� �`�k � ��� -��os� CITY OF RANCHO CUCAMONGA T. STREET IMPROVEMENT PLANS FOR J 5' 6' 7' 5' 5' Q�)VESS��� \5, -�'-s o '� NOTE.• �� . �� o DAY CREEK BOULEVARD &I lolo, VICTORIA GA RDENS LANE ,�,h,a�° � ��� �� STREET TREES SHOWN THUS LOCAL DEPRESSION CB 164 LOCAL DEPR,EMM CB 167 5' 6' 7' 3' 5' h CO Y FACLITtES , �, � TO BE INSTALLED BY OTHERS. No. 20596 �' m LOCk DEPRESSION CB �48 LOCAL DEPRESSION CB 147 Exp.c9Vl3o-05\* DISTRICT 2001-01B ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. * STREET NAMES ARE FOR REFERENCE ONLY. CITY OF CALF < } APPROVED BY � DATE: � � CONSTRUCTION NOTES PL. 307 'CASC AS SHOWN ON PLAN. CURVE TABLE APPROVED STREET NAMES TO BE ASSIGNED LATER CITY ENGINEER 1 RCE No 24953 14 ADJUST SEWER MANHOLE TO GRADE. 15 ADJUST WATER VALVES TO GRADE. # � R L T CITY OF RANCHO CUCAMONGA DESIGN _ MOesE 17320RedhiHAve RECOMMENDED Q CONSTRUCT 6' AC OVER 6' AB. MINIMUM A 89°49 ' 14' 35 . 00 ' 54 , 87 ' 34 , 89 ' G 2- 08 '36' 1 12 , 00 ' 4 , 19 ' 2 , 1 0 ' Wife]50 16 CONSTRUCT Al-8 CURB ONLY PER CITY STD. PL. 104. B 9 0 1 0 46 35 , 0 0 55 . 09 35 , 1 1 H 14 0 42 24 3 0 0 7 , 37 8 , 4 0 BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. 644 e r � r r r e r i r r r D O R I C M Moine,CA 9261� 2� CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL 104. SET 2" BRASS DISK IN CONC. CURB , 1 %%k.:9492sl--21 SHEET 17 CONSTRUCT Ir TO 6' CURB & GUTTER TRANSITION C 1806 00 , 00, 2 . 00 ' 6 . 28 ' 1000 , 00 , I 89°49 ' 14' 80 . 00 ' 125 . 41 ' 79 . 75 ' STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN 1 h r }ti s c„ut.: FAX: 969251-0516 O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 10051 1987" AT THE NORTHWEST CORNER OF D 89°49 ' 14' 3 . 00 ' 4 , 70 ' 2 . 99 ' J 93° 13 ' 11 ` 35 . 00 ' 56 . 94 ' 37 , 02 ' D.L. PLA ERS ENGINEERS SURVEYORS 25 18 CONSTRUCT METAL W-BEAM BARRICADE PER CITY STD. PL 131-B BASE LINE ROAD AND SWANSON PLACE 0.25 OF 25 !�4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 k 103. E 139°55 '35' 3 , 0 0 ' 7 . 33 ' 8 , 23 ' K 88°26 ' 16' 35 . 0 0 ' 54 . 02 ' 34 . 06 ' 19 CONSTRUCT BUS BAY RIGHT TURN LANE DETAIL PER CITY STD. PL. 119MILES WEST OF ETIWANDA AVENUE, AT CHECKED _ &W RCE NO 20596 DRAWING N0. F 4°34 '48' 112 , 00 ' 8 . 95 ' 4 , 48 ' L 86°46 '49' 35 , 00 ' S3 . O1 ' 33 , 09 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. -' -u� � �77 APPROVED: OF CURB RETURN. DATE �, FILE NO I:\29010\IMPLANS\CFD1B\SIP06.dwg 3/27/03 PROJECT SHEET NO. (D OF �4_ i 46.1 D W _ LA--56-94' O.C.O.C. 014 AA A vl ' w O� N •},^ j�•" //' i L� PART SIV.35' A L=55.09' PARr 50 bC D.C. P1=124.3.99 O.C. P1=1206 65 H N N o w 94 9'4 9'4 g' rAN. R=1.39X ` "^�• N �°c�p� w bOIV"> .Og O vo + Ngo +N"' �/� // TOP OF NIL CURB wONO+N^ �/nff ^ Ft / V�v/�L 1208 A '', 1215 1245 [0.401X _ TOP OF N'LY CURB TOP OF N'LY CURB TAN. R--4.10 ' TAN. R--t.7OX so w 50 vc 04 _ w / P1=1206.61 o PY=124390 N 8�g� �, •� S } A i A + + + 3.50 - GRADE •r N�, aQ +^ A FUTURE A A r - . - A 1208 -�z �- 121 1245 w ± w _ . . j ,ate . ----_, . _. __ : _ .. _ _ . _ _ I _ . _ _ 7�� a _ GR4DE GRADE -0.4OX --- L-34.Dr O.C. 00 0 f'4 'Y4 +°w° �O wN { / - { L-*55.09' PART. 50' VC ^ r O.C. PI=1206.65 N _,,,�i L-56.f 1' PART. 50' w ; `�'4 `y4 9'4 f' k,W'" O.C. PY=1243 84 p ^Oh NO��VON • ^N ' h o • �N+Na±N+A F /�� TOP OF S'LY CURB oNo A A A A / , _...._,_.... - _ 1208 1215 _ 1245 top OF SIL Y URB TAN. R--t.70X TAN. R=-0 4OX top OF sILY CURB , I ; I Z { { I PRORLE SCALES { i HORIZ. 1"=40' VERT. 1"=4' i { t j 1 0 1 1 1 0 '� '� PLAN SCALE 1 0 1"=40' `> >o �lrx "� tr DAY CREEK BOULEVARD DA Y CREEK BOULEVARD 5' S r 6 5' DA Y CREEK BOULEVARD SEE SHEET NO. 3 SEE SHEET N0. 4 � 9�9 TEMR,4RY R4D/NBE OBTAINED O SEE SHEET NO. 5 �• o * o RRA ,� 161' >,.,c 14 1 3 i .s���, ,,�►3�►!, o�F�,F�2�, 6' 61' S9' 25' 4 � � EXJSTING E ANG 8 ��'�p"�b t 6 61 47' .25, RIW EXISI7NG I R ►� ! Qj , + p �' I h a s n n cl) c'm 'P aSof fCi 3 116 > >��'�,� o ao m o W 8 6Q LOC L DEPRESSION CB 169 �. A I 1206.96 TC 1 L4 I obi `` ji Q I r4 SCALE 1' =40 �' J A _ SCALE 1"=40' -------- --------- h' i I 3 �� 1� �� � ------61,-- --- I �� � l8 h 18 I OE 1219 49 TC � �1 'rb t H a N - I 121 L99 L0�'AL DEPRESSION CB 50 0 - wg fi G 1206.96 TC ► �R o /��� c-) 1206.46 FL 1 � 1 t t ( INT � 10+00.00 MERLOT STREET I "P '` =126+16.85 DAY CREEK BLVD. I I �� M, cm(o _ ,W `" , K L1IMATER/IY V n � r i 51 d �,„ ^ SCALE 1 =40 I 1 4 �� tike m W o ? TEMPORARY GRADING ��(°' 3 s s 7 6' 5' 1 I 1 , 4 EASEMENT TO BE OBTAINED I ��Oh' �^ LTIMATE 8 e.. 40; I r p:c LTIMATE k, R TEMPORARY GRADING I v m o RIW bti b�ek1�f�� I �ftik � LOCCAL DEPRESSION CB 168 EASEMENT +�6 o c� .�o���, '` ,�� m 5ti E� � \1. Oft �O es S � b �'� \1� b ' ��\'11� 6 � n •\ ,v ,U,�,Sp• 5� 5 T 6' 51 I v LOC,k DEPRESSION CS 146 CA BERNET S TREE T MERL O T STREET GE �G 'o�0o LOCAL DEPRESSION CB 149 CITY OF RANCHO CUCAMONGA STREET IMPROVEM NTP A E L N S FOR 6 5' Q�pFESS/p,�l DAY CREEK BOULEVARD NOTE.. �• LOCAL DEPRESSION CB 145 CURVE TABLE ��� `-' CO Y FACLITIES CONSTRUCTION NOTES STREET TREES SHOWN THUS # o R L T No 20596 m TO BE INSTALLED BY OTHERS. A 9 0° 1 0 '46' 35 , 0 0 ' S5 : 09 ' 35 , 1 1 ' * Exp. 9-30-05 * DISTRICT 2001-01B B 12 7° 0 8 '2 6' 3 . 0 0 ' 6 , 6 6 ' 6 , 04 ' � �� �� ARE FOR REFERENCE ONLY. CITY ��r c1 y I� �P O1 CONSTRUCT 6" AC OVER 6" AB. 14 ADJUST SEWER MANHOLE TO GRADE _ APPROVED STREET NAMES TO BE ASSIGNED UTTER F� �t1�C� c 12°31 ' 17" 50 : oo ' 1 0 , 93 ' S , 49 ' APPROVED BY - DATE: O2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. 15 ADJUST WATER VALVES TO GRADE. D 13 0°4 5 '41 ' 5 . 0 0 ' 1 1 . 41 ' 1 0 91 ' C I TY E N G I N E E R �- ��c Lt1 RCE N O 249 53 Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 16 CONSTRUCT Al-8 CURB ONLY PER CITY STD. PL. 104. Y E 8°2 6 ' 1 1 ' 5 0 , 0 0 ' 7 , 3 6 ' 3 , 69 ' CITY 0 F RANCHO C UCAM ONGA DESIGN < m O R 5 F 1„20 R. N Ave. RECOMMENDED 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 1 CONSTRUCT T TO 6' CURB do GUTTER TRANSITION F 123° 03 '21 ' 5 . 0 0 ' 1 0 , 74 ' 9 , 22 ' SW.350 BENo0[ICM kvir»,CA 92611 O © _ G 89°49 ' 14” 35 : 0 0 ' S4 . 87 ' 34 : 89 ' SET C2"M BRASSRK ODISK00 N1 CON��:CURB00.686 R.C. ,.:.�_ r�� • �.0,,.25,.,R2, A�� ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. 18 CONSTRUCT METAL W-BEAM BARRICADE PER CITY SID. PL. 131 B ° ' DRAWN ' �CHu�.: FAX: 919251$"1 SHEET PL. 307 CASE" AS SHOWN ON PLAN. H 93 13 1 1 35 , 00 56 . 94 37 : 02 STAMPED "CITY OF RANCHO CUCAMONGA BM z y=,_ 19 CONSTRUCT BUS BAY RIGHT TURN LANE DETAIL PER CITY STD. PL. 119 I 88°26 ' 16' 35 . 0 0 ' 54 . 02 ' 34 : 06 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L. v i A ERS ENGINEERS SURVEYORS 7 OF 25 13 INSTALL STREET LIGHTS 16,000 LUMEN HPSV WITH STD. MAST ARM BASE LINE ROAD AND SWANSON PLACE 0.25 J 88°58 '37' 35 , 0 0 ' 54 . 35 ' 34 . 38 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. K 88°34 '55" 35 . 0 0 ' 54 . 1 1 ' 34 : 14 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH SCM — -C� RCE NO 187T APPROVED: OF CURB RETURN. DAT E FILE NO I:\29010\IMPLANS\CFD1B\SIP07.DWG 3/27/03 PROJECT SHEET No. 7 OF 9_ STREET, SIGNALIZATION IMPROVEMENT PLANS HIGHLAND AVENUE TS ORM DRAIN & VICTORIA PARK LANE CITY OF ANCHO CUCAMONGA BASE LINE RW 0 ZD COMMUNITY N 3 _ � 0 3 U m O > FACILITIES 01B � CHURCH `o � ` S E, MILLFR AVE PROJE T GENERAL NOTESCHURCH SIE r NCTORIA PARK \��0 M7r TOSCALE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY F0°'"lu 801 '1RD°L OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR FROM 200' E/O DAYCREEK BLVD. TO ETIWANDA AVE. WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS VICINITY MAP 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 SHALL BE R MOVED, REPLACED,ACENT AREAS WHE RE RELOCATED ORN PROTECTED IN PLACWORK IS TO BEDEO AS REQUIRED AT CONSTRUCTION NOTES NO COST To THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 11 NO. STREET IMPROVEMENTS HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAY CREEK 1 CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. 104 DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM BLVD. ARBOR LANE HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE 1 1 2 CONSTRUCT Al-8 CURB ONLY PER CITY STD. 104 PLANS. `� . .Y-<...1. - _ r--,i_..._ - -. - _ _._. _...__..:- - , 10 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 103 4' A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ARK LN. 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 & 103 PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT 12 5 CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. II II 6 REMOVE EXISTING BARRICADE Jr,T ��' 7 INSTALL 16000 LUMENS STREET LIGHT 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, 3 4 8 � PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT .�p7 8 8 INSTALL 2"x 4 REDWOOD HEADER ® LIMIT OF AC. PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE 5 E77WANDA g INSTALL WOOD BARRICADE PER CITY STD. PLAN 131 - A THAN 50 FOOT INTERVALS. ADDITIONAL tAVING STAKES MAY BE REQUIRED BY VICTORM CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. GARDENS LN. =- .1 10 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114 INDEX MAP 11 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 (CASE AS SHOWN ON PLAN) 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, 6 MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. --- 12 FEATHER TO JOIN EXISTING AC. PAVEMENT SMOOTH 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, SCALE: 1"=300' 13 CONSTRUCT 8" TO 6" CURB TRANSITION COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED 14 INSTALL 6" AND 2" SLEEVES AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH 7 15 CONST. MEDIAN TAPER PER CITY STD. 108 THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. INDEX OF SHEETS 16 CONSTRUCT MEDIAN FLARE PER CITY STD 109 17 EXIST. MEDIAN CURB TO REMAIN 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 18 REMOVE EXIST. CONCRETE CURB TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED SHEET NO. DESCRIPTION 19 CONSTRUCT D1-8 AC BERM PER CITY STD. 104 TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 1 TITLE SHEET 20 SAWCUT & REMOVE EXIST. AC PAVEMENT g PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE CITY CONTACTS. LEGEND: 21 CONSTRUCT WHEEL CHAIR RAMP CASE "C" PER CALTRANS STD. DWG. N8-B SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS 2 STREET SECTIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF 22 REMOVE EXIST. MAILBOX AGGREGATE BASE. 3-8 STREET IMPROVEMENT PLAN AND PROFILE 0 EXISTING SURVEY MONUMENTS 23 CONSTRUCT 4" PVC SCH. 40 PIPE CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND 9-11 STORM DRAIN IMPROVEMENT PLANS SIGNALIZATION INDEX 24 RELOCATE EXIST. CALTRANS VAULT PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS & VERIFIED SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (626) 969-7911 25 RELOCATE EXIST. POWER POLE PRIOR TO PAVING. MR. BOB STALLINGS 12-13 SIGNING & STRIPING PLANS ® STREET INDEX 26 RELOCATE EXIST. IRRIGATION RISER 11 WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS GENERAL TELEPHONE (800) 483-3000 14-15 1 CHURCH ST. & ARBOR LN. SIGNAL PLAN 07 STORM DRAIN INDEX OF ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR SOUTHERN CALIFORNIA GAS COMPANY Z 0) 427-2200 RES. No. STORM DRAIN IMPROVEMENTS DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY 9641 SAN BERNARDINO ROAD 0) 427-2000 COMM. BRICKS AND MORTAR BETTER THAN THE NATIVE MATERIAL. RANCHO CUAMONGA, CA 91730 CONSTRUCTION TO 32 CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319 COVER PIPE OPENING. 35 CONSTRUCT JUNCTION STRUCTURE N0. 4 PER CITY STD. PLAN 333. METROPOLITAN WATER DISTRICT (909) 593-7474 CONSTRUCTION NOTES FOR STREET TREES 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS 700 N. MORENO AVENUE 36 CONSTRUCT PLUG WITH BRICK AND MORTAR PER DETAIL HEREON STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. LA VERNE, CA 91750 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. PLANS. BRICK 37 CONSTRUCT 18" R.C.P. (D-LOAD PER PROFILE) RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. COMCAST (909) 983-9895 LAN 38 CONSTRUCT 24" R.C.P. (D-LOAD PER PROFILE* P i 1205 DUPONT STREET 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT RCP. DIA. PER T - PER PROFl 39 CONSTRUCT 30 R.C.P. (D-LOAD E LE 13. FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITITES OR ( ) ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR SHALL BE FU CONVENIENCE, THE CONTRACTOR SHALL MAKE HIS OWN ONTARIO, CA 91762 NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. DETERMINED BY THE CITY INSPECTOR. 40 CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, W & V PER PLAN Y MARKS CABLEVISION 909 987_6275 "' EXIST. GROUND ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 10808 FOOTHILL BLVD. 120 909 880 0222 41 CONSTRUCT 36" R.C.P. (D-LOAD PER PROFILE) I� 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE MORTAR BEDDING - R RFI 1 LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED 42 CONSTRUCT 42" R.C.P. (D-LOAD PER PROFILE)LE 600D RANCHO CUCAMONGA, CA 91730 ( ) IN THE OTHER ITEMS OF WORK. ENGINEERING DIVISION CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 IMPROVEMENT 4. STREET TREES ARE TO BE PLANTED PER PUBLIC PLANS ONLY. 43 CONSTRUCT 48" R.C.P. (D-LOAD PER PROFILE) 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 9641 SAN BERNARDINO ROAD UG PL DETAIL 44 CONSTRUCT MANHOLE NO. 1 (MOD. OMIT M.H. SHAFT) PER CITY STD. PL. 318 SHALL BE CONSTRUCTED AT EACH INTERSECTION. RANCHO CUCAMONGA, CA 91730 36 45 CONSTRUCT MANHOLE N0. 2 PER CITY STD. 319 MODIFIED-OMIT M.H. SHAFT 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. EXISTING SURVEY MONUMENTATION NC3(I~. 1A aK1D 15 +-IAVt- B NO. SIGNING & STRIPING IMPROVEMENTS 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 0MIWEf�. !)IAEE7r6 I(,, 1� � SEE SHEET NO. 11 �p I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE p�� � COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST I9 NAVE 8 - . CLEANED UPON REQUEST OF THE INSPECTOR. PRIVATE ENGINEERS NOTICE TO CONTRACTOR:RACTOR: IN THE FIELD ARE SHOWN ON THIS PLANS AND ARE DESCRIBED AS FOLLOWS: ��� ADHD ' 9Eft-r-L?IN G V(C"TD Rl A !PA 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS FOUND SPIKE AND WASHER STAMPED "LS 4430", DOWN SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: O FITS G 1�v1ZC t sT g L U N Al— CITY OF RANCH 0 CUCAMONGA 4 FOUND TIES ALL PER C.S.F.B. 4016-1246; P.M. N0. 155641641, P.M.B. THE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE IMPROVEMENTS INCLUDING THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT - • AN R.S. 47 51-55. ACCEPTED AS CENTERLINE 192/93 100, D / IMPROVEMENT PLAN COVER SHEET ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY INTERSECTION OF ETIWANDA AVENUE AND MILLER AVENUE. AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THEoFESS� SATISFACTION OF THE CITY ENGINEER. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. Q� 0� EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ,. ��``����� C. ��y COMMUNITY FACILITIES DISTRICT 2001-01B THE EXISTENCE AND LOCATION of ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE DATED 2�13 �'`-� C. MORSE RCE 20596 No. 20596 W m OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING STANLEY C. MORS * Exp. 9-30-05 * CHURCH STREET UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY C1V4� �P MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE Or APPROVED BY DATE: PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CITY ENGINEER RCE NO 24953 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES To THE CITY OF RANCHO CUCAMONGA DESIGN MORS[ 17320R.dhiNAw RECOMMENDED ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. L4DOE E IN dC- WA W- d T orgy S 3 M+ S� BENCHMARK NO. 10051, ELEV.: 1300.686 R C sW%350 vim,C A DORIC"R I t N keine,GA 92611 12EV15� ( AOEs@ 1�TE12sEcTiw,) eP c}�tK�-f( Sf �{� (/ SET 2" BRASS DISK IN CONC. CURB ( Voice:919.251-Ml STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN SCHULTZ FAX: 919-251-0516 SHEET 1 of MDh 7-1 1-03 10051 1987" AT THE NORTHWEST CORNER OF D.L. PLA FRS ENGINEERS SURVEYORS 15 BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. — CRCE NO APPROVED: OF CURB RETURN. DATE :12­4-037' FILE NO 29011/IMPLANS/CHURCH ST/SIP01 3-15-03 PROJECT SHEET NO. ZJ70F �)-j_ NORTH PARCEL MAP ST. CENTER LINE SOUTH CONSTRUCTION NOTES R/W 111' R/W 25' TEMPORARY O1 CONSTRUCT A2-8 CURB &GUTTER PER CITY STD. PLAN 104 52' GRADING EASEMENT WILY S'LY 59' R/W VARIES R/W i SEE PLAN O2 CONSTRUCT Al-8 CURB PER CITY STD. PLAN 104 20' 32' 46' 13' 1.0' 20' VARIES � VARIES 20' CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 PAD GRADE / EXIST. CONC. LINED SLOPE VAR. 6' VAR. GRADE LINE AS GRADE LINE AS 8 5 4' I i 40.22'-40.50' 31.00'-31.18' UNDER 1-15 FWY. NOT TO O4 CONSTRUCT ACCESSS RAMP PER CITY STD. PLAN 102 & 103 SHOWN IN PROFILE SHOWN IN PROFILE * //� BE DISTURBED. 1.8' 0.5' EXIST. GROUND 1 6' 7' I 7' 4'± // = O5 CONSTRUCT s• A.C. PAVEMENT OVER s~ AB. MINIMUM EXIST. SLOPE PER 1/4"/ 0.04' I 0.28' 1 4"/FT ___ _____ 3 2 ME IAN 2 // 10 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114 TR. 16313/16370 LEVEL LINE �� ARIES VARIE 2% ( NOTE FOR MEDIAN V S / • / _3.79a- --� 2� .7 M q IN. 1. IN. ROUGH GR. PLANS � �� �� 1 1 70% MI 37. MAX MIN. FROM STA. 67+22.24 TO STA. 68+33.02 10 1 i 1 3 `3'1 - 2.43 1 937 EXIST. MEDIAN CURB TO REMAIN. 10 { lIO1 i 3 �qY 6" 5 6" ____ EXIST. GROUND off OIO��� ' d T l�cyT 1 5 5 1 O \ ---- 1 1 T.I.= 9 R = 72 * SEE SECTION e AND NOTE BELOW Sl0 'y�N SEE SECTION20 XIST. CURB 18 'OF AND NOTE 2 REMOVE EXIST. TYPICAL SECTION * AC PAVEMENT PRELIMINARY, FINAL R-VALUES TO BE DETERMINED BY SOILS BELow STA. 29+70.00 TO STA. 31+07.33 ENGINEER AT COMPLETION OF STREET GRADING STA. 66+98 TO STA. 68+21 NOT TO SCALE T.I.= 9 , R = 72 NORTH SOUTH R/W 111' TO 128' R/W 25' TEMPORARY 59' & VAR. 52' TO 69' GRADING EASEMENT 1.0' SEE PLAN 20' 39' VAR. 39' TO 60' MAX. 13' PAD GRADE VAR. 6 VAR. 4 WIDENS @ RT. TURN "__ _ EXIST. GROUND WILY S'LY GRADE LINE AS _--- GRADE LINE AS 8 5 U� _ R/W R/W -� 1.0' SHOWN IN PROFILE SHOWN IN PROFILE 0.5' '- VARIES EXIST. SLOPE PER " 20' VARIES 39' TO 40.2'± VARIES 34.50' TO 31.22' 20' EXIST. SLOPE 4 TR. 16372/16373 0.16 0.16 TO 0.5l'-L FT / 1------- - LEVEL -- --- LINE --- 1 / - ---_l ROUGH GR. PLANS � � � �,� �7� •' 1 6' 7, 17' 4' 10 I IST. GROUND P�. 1 1 1 1 3 .3 2 2 N EXIST. GROUND 6" 5 6" ...... EXIST. GROUND qX 230 5 5 0 1�. -� ---- ---- 1.75% 1.707 �f T.I.-- 9 R-= 72 SEE SECTION AND NOTE BELOW 10 , - l/II/Illllllll/I TYPICAL SECTION 1 STA. 50+85.75 TO STA. 53+46.54 1 c ON NOT TO SCALE 2 SAN SNCTE REMOVE EXIST. PAVEMENT D 0 BELOW STA. 65+26 + TO STA. 66+98 T.I.= 9 R = 72 NORTH SOUTH 25' TEMPORARY R/W R/W GRADING EASEMENT 111' TO 126' SEE PLAN 59' C/L 62' 20' 39' 49' 13' I �-1 VAR. ARIES 8.5' 4' 0.5' PAD GRADE I 6' VAR. GRADE LINE AS 13' 4' < GRADE LINE AS EXIST. GROUND SHOWN IN PROFILE N SHOWN IN PROFILE I ---- VARIES PER STREET PLAN 61/ 0 0.69' 0.74 0.02' 0.41' TO „ FT 0.16' LEVEL :' LINE 1/4 /FT EXIST. SLOPE PER ------- 7/------- -- - - ', --1�=---- -� TR. 16372/16373 ` r---"r FINISHED STREET ROUGH GR. PLANS I 3 GRADE ---------------- I 6" 5 6 5 6„ RADE PER 1 GRADE C GRAD �: EN ER - * SEE SECTION AND NOTE BELOW _ PLAN T.1. = 9.0 R = 72 ' TYPICAL SECTION STA.54+85.59 TO STA. 58+88.97 2' STREET UNDERCUT--) �I 2' NOT TO SCALE NORTH SOUTH R/W R/W 25' TEMPORARY GRADING EASEMENT TYPICAL STREET UNDERCW SECTION C SEE PLAN 111' AND VARIES NOT TO SCALE 2 I 59' & VARIES C/L 52' AND VARIES I 1' vAR. NOTE: 20' 39' TO 40' 49' TO 34' 13' & VARIES APPROXIMATE EXISTING GRADED CONDITION. THIS SECTION I 6' VAR. I EXIST. GROUND WAS USED ON CFD 01-01A TO ROUGH GRADE THIS PAD GRADE GRADE LINE AS 14' 16' GRADE LINE FI 4' 0.5' ---- STREET. THE CONTRACTOR WILL BE RESPONSIBLE FOR / 1.0 SHOWN IN PROFILE SHOWN IN PROFILE COMPLETION OF GRADING TO LIMITS NECESSARY TO INSTALL i 0.55' 0.33' TO S� IMPROVEMENTS NOTED. 0.55 7' T 7' TO �•� I /4 � TO•0'g & VAR g 8' � & VAR. +0.01' � I WHERE OCCURS 1 ~/ - F----'- LEVEL ----- - LINE ------ - 1/�� 3 1 EXIST. GROUND CITY OF RANCHO CUCAMONGA EXIST. SLOPE PE � -�- - ,� 1.7% -- - .-.. ----- 1.79 TR. 16372/16373 ROUGH GR. PLANS I �: _ , `- i 3 10 6" 2 " I o Q�oF Ess�oti9l STREET SECTIONS 1 �/ � N � Z COMMUNITIES FACLITIES DISTRICT 2001-01B CD GRADE SEE SECTION2 xp. AND NOTE BELOW No. 20596 m CHURCH STREET T.1. = 9.0 R= 72019-30-05, \* STA. 62+00 TO STA. 66+99 CONSTRUCT CURVILINEAR T�01` CAb APPROVED BY : DATE: TYPICAL SECTION SIDEWALK PER CITY STD. PL. 114 CITY ENGINEER, -�A � �� RCE NO 24953 STA.58+88.97 TO STA. 65+26.53 OR 17320R.&MA- RECOMMENDED ,. __ CITY OF RANCHO CUCAMONGA DESIGN M1-i ,C 91 NOT TO SCALE BENCHMARK N0. 10051, ELEV.: 1300.686 R.C. � �'�' DORIC" hvine,CA 611 AM SET 2" BRASS DISK IN CONC. CURB DRAWN1 ' ( v*k.:9191:1-u11 STAMPED "CITY OF RANCHO CUCAMONGA BM :CHU1.: FAX: 9492 -0516 SHEET 10051 1987" AT THE NORTHWEST CORNER OF D.L. P lE REs EFN G I N E E R s s u e v E r o e s BASE LINE ROAD AND SWANSON PLACE 0.25 2 OF 15 MILES WEST OF ETIWANDA AVENUE, AT CHECKED No 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE 3 -4-0 - ALE NO I8 7T 29011/IMPLANS/CHURCH ST/SIPO2 3-15-03 PROJECT SHEET NO. 2e5 OF 4 T 4 + AS 7r, $5.17 $4.62 A 0 IF IF ac. O.C. C. IF a C. a C. 70P OF Cth?8 - 11 - i or ctw8 0 NORTH S YDE • IF WhORTH SIDE TSP iOF CURB O NORTH SIDE ZZ ZZ FJ a r tee. '-0.55 h 8 x N4 14 0 e4 Y4 f 4' 164 114 0.M • 4 ---o.55" t 260 - 1260 ---a a a 4' P1-1261.71 tit *1 qC4 IF 4z .979 FWSHED is dl� w t2W + 4 -4260 ' t- w (;u,fftil rop -or v so t W SIDE TOP OFco/v 4 0 SOUTH SIDE •+ 4 w —0.50* W N z t2W — • -6---A 260 TMOP OF ft 14 ft Y4 oil + SOUTH M URB IS Di. ft ft f4' w m Asp 54.or 0.C. O.C. 0.C. O.C. q FRC*:RJ= ISCAL.ES q HORIZ. A 40' 4 VERT. 1 4' 26 27 28 29 30 31 32 33 34 35 PLAN SCALE 1 40' *CONTRACTOR TO VERIFY EXIS77NG CONSTRUCTION NOTES. DA Y CREEK BLVD. ELEVATION PRIOR TO START OF CFD 01-01A SHT J OF 15 CONSTRUCTION. A CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PLAN 104 7' RETAINING WALL wma msmva sff LAAvsrAor DRAww, si,= //,3 F- u4 OF202,WALLS4 O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 4' CONSTRUCT 6" A.C. PAVEMENT OVER Er AB. MINIMUM TO BE CONSTRUCT BY ADJ4CENT PROJECT OWNERS r REMOVE BARRICADE & REDWOOD HEADER, JOIN EXIST AC. PVMT. 43 INSTALL 16000 LUMENS STREET LIGHT 72' -fR-r1\(,:-f -16 3-12 :47' 25' @ CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114 58, 130' T R T JN 0 -1 S 3-13, 1 T R T -1 ES 3 7 0 40 4 2- 7-7 40 36 41 9 3 68 V EXIST J.f SLOPE PER Zi TRACT N0 16313 ROUGH ji CL 1-4 ----- GRADING PLANS. 10 41, + PLAN IN - ----- J.I scALe-r - 4a T- iL 40' 20' 0 10' 20' 1w, 1 40' GRAPHIC SCALE to Q� (D w 0 Z C N 1 5 ;a 32 33 34 30 31 1 1) z -F---—-—----- ----------1 5 N-89-55'01* W 1650.13' Z 6 co 4j c) fes, ,egc 2, l> 14f C3 — CITY OF RANCHO CUCAMONGA d) (5 + PLAN AND PROFILE STREET IVIPROVEMENTS a4)7-/GHr RLL VESS/0, TEMPORARY GRADING INK Q. K EASEMENT TO BE OBTAINED C. < CHURCH STREET Z Q +1 10 !2 COKOA"TY FACILITIES DISTRICT 2001-01B No. 20596 rr' ]' W CD m Exp. 9-W-05 r," STA.29+70.00 TO STA. 35+00.00 CHURCH STREET I IN APPROVED BY D AT E L-7,iZ3 CITY ENGINEER RCE NO 24953 DESIGN motst 17320 ReAM Ave. RECOMMENDED tl CURVE TABLE CITY OF RANCHO CUCAMONGA $Wft 350 BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. 00KICH irAae CA 92614 BRH R L T 0) SET 22" BRASS DISK IN CONC. CURB ,, Voko'949-251-ml DRAWN SCHULT2 FAX: 949-251-0516 SHEET 4 o 47 '42' 961 . 00 BO , 43 40 , 24 ' STAMPED "CITY OF RANCHO CUCAMONGA BM 4 1 Of 10051 1987" AT THE NORTHWEST CORNER OF a s N I IE a s s u a 3 OF- 1 4 o 47 '43' 1038 . 98 86 . 95 43 . 5 5-19-C") BASE LINE ROAD AND SWANSON PLACE 0.25 D.L. I N 0 1 0 v 1 Y o g s 15 DAY CREEK BLVD. 4-47 '43- 960 . 98 ' 80 . 43 40 . 24 ' &AVM [CM100p WALL 441-E oil-rpw "' C EASEY46ft — MILES WEST OF FTIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. CFD 01-018 SHT 5 OF 18 D 4*47 '42' 1039 . 00 86 , 95 ' 43 . 50 ' DESCRIPTION OF REVISION DATEITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. 1877 APPROVED: OF CURB RETURN. DATE LJ5'19*0-3 FILE No — 29011/IMPLANS/CHURCH ST/SIP03 5-16-03 PROJECT SHEET NO. 29 OF 94 4 IF I I { ; _ P R1N g TO CURB O /Vo SIDE' s3: 5f.02' 1260 + O.C.g r< O.C. w 1258 iN t w N + w gN1256 { � I - '1254 - 8 g _ z+ S fll�/SHEd G4 E i� , 126 8 88 _ j S- �w •}.Ni ; w +N 8� •� +asoz �� _ + f Z58 - � w wN - I f g � 1256 t _ i ! 1254 E 1 i . . 54.98' of MOB povrH sDE O.C. y� ac 144 9'4 ; 1258 2$ o -0.50 •• I4 v o �too _+, 8 g,; S N o +0.WX '� h + E� 8 1256 j �� 8N o E' N e�pp w 1 "5 +A '^ 1254 }} i I 4 1 P ROFILE SCALES ! HORIZ. 1"=40' _ - wVERT. 1"-4' r-- -_ 35 36 37 38 39 40 PLAN SCALE 41 42 43 44 1"=40' CONSTRUCTION NOTES 5' 6' 12' 5' 5' �! N �! �p! N ARBOR L4 NE O1 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104 `t of h r N N N h v 2 CONSTRUCT Al-8 CURB ONLY PER CITY STD. PLAN 104 + + + W — O + O1B SHT. 3 OF 6 �/'1/It7I�V WALL PIl//71 �C��1.7Cl�IC/�l. SEE A ^ CFD 2001 LANDSCAPE DRAWING, SHEET IF//3 6 Il4 of Zt2, %���'x 12 ' ,i Q CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 ti'ALS TO BE CONSTRUCT BY ADJACENT PROJECT OWNERS - r / - -r� - moo44 1?o 4r 1 1 63, 58 III ® CONSTRUCT ACCESS RAMP PER CITY STD. PLAN 102 do 103 rRAC- r, 16 l0 �F �� �zss � �l 11 I 1 16' 27' 22' 16 11 O CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM INSTALL 16000 LUMENS STREET LIGHT cr -1673-73 r^�r — � �� 20 SEME ER �y 1 t 11 rr�r�r r, �J �� ® INSTALL 2"X C REDWOOD HEADER 0 LIMIT OF AC. PAVEMENT DRAINAGE EASEMENT F Q INSTALL WOOD BARRICADE PER CITY STD. PLAN 131-A --� SEWER 4. � i�� � ULTIMATE R/W ' 10 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114 q ; CATCH 84 SIN 19 � it STORM DRAIN—,,, � m • � � o O I ` I j rrt vtr0 r's� I O _ 11 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 O _ N �`� k� s J�� + ^ (CASE AS SHOWN ON PLAN) EXIST. 3.'1 SLOPE PER r •r W �ti ►., O I `+' TM4CT NO.16370 ROUGH + +' + �; -_, R. `F _- _ ..; I 13 CONSTRUCT T TO 6" CURB TRANSITION GRADING PLMISi ►; p 4 4 "�� ----- --- --- - -- 10 40' 10' 20 40 ———�—— i 1"=40' GRAPHIC SCALE------ ------ _ -----1— _�—__ '� o A B C luj 36 37 5 38 N 89' 55' 01' W 39 40 41 42 43 --------- ----4-------- - ---I------------ ------------- -----E- - --- - - ---I ------- -----�------- --•�----4----- ----- 97.48' -I ---- - __� L O �¢ STREET i �p Inti . p5 ' 1 '-���' 13 E Fco J v I, 3 ►, ti 4 8 sr,�'f� ' JL — DAYLIGHT FILL — `* - - - - 1 - - - - - - - - - - - - - * - - - - - - - - * ULTIMATER/W — ECR. o, 4 / BCR _ �s V !Q s `�?69 CN v V TEMPORARY GRADING '"` + � W EASEMENT TO BEOBTA/NED m � � + I CITY OF RANCHO CUCAMONGA N 37' 37' STREET IMPROVEMENTS - PLAN AND PROFILE � F`IEC. CHURCH STREET �� �� �� '��s CHURCH STREET ��1 No. 20596 COMMUNITY FACILITIES DISTRICT 2001-01B '2 N A RBOR L4 NE cc Exp. 9-30-05 + + S� - - - ,? � (FUTURE) clv„ \* STA. 35 00 T TA. 44 00.00 55 5 `s �'`' Al *Ar. 5 �s� r� gTFOF CAL\ APPROVED BY • - DATE: j CURVE TABLE '2 CITY ENGINEER RCE NO 24953 N N N N N # o R L T + CITY OF RANCHO CUCAMONGA DESIGN , A 91 '33 '42' 35 . 00 ' 55 , 93 ' 35 . 97 ' + + M O!f E ,,,Zp EedA�Yl Av. RECOMMENDED `� BENCHMARK NO. 10051, ELEV.: 1300.686 R C r o o! c N �,a VM 14 50 BRH B 88°26 ' 18' 35 . 0 0 ' 54 , 02 ' 34 . 06 ' S' S' 12' '*l 5' 5' SET 2" BRASS DISK IN CONC. CURB , �•11,!14"1 C 32°34 '26' 889 . 0 0 ' 505 , 41 ' 259 . 74 ' STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN Sc Mu L.: FAX: .19251-0516 SHEET D 32°33 '40' 850 . 00 ' 483 . 05 ' 248 , 24 ' 4 OF 15 10051 1987' AT THE NORTHWEST CORNER OF D.L P L N E R S ENGINEERS G I N E E R S S u R v E Y o R s 3 BASE LINE ROAD AND SWANSON PLACE 0.25 E 32-45 '31 ' 81 1 , 00 463 . 68 238 . 37 ' CATCI.I BASIN X10 ADI��P 12ElMt� vJ141. 4'(� V1I1 IJ L�/4SEN4 MILES WEST OF ETIWANDA AVENUE, AT CHECKED E NO 20596 DRAWING NO. F 90° 00 ' 00' 35 . 00 ' 54 . 98 ' 35 . 00 , DESCRIPTION OF REVISION DATE TY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. wommmmma APPROVED: OF CURB RETURN. DATE 5' •� FILE NO 1877 29011/IMPLANS/CHURCH ST/SIP04 5-16-03 PROJECT SHEET NO. 30 OF 94 1 - _ F F �n Tg I 1 1 ! I 1256 t N 8 h $ OF CURB O NORTH SIDE 1254 7 N � , 8 +N ; C404 U Zi v8 FfNISfIEO OR4DE O $E 1247 I { 1256 '' ► i•iF H ? I � + N gCN gw I f 1245 1254 w ; den IT" 801 I ; } f h W N w Qf w w w 1+ Z ` + 8� .o " QaJ w �N We + b viV =g 1247 li } ~ 1256 g MP OF CURB O SOM .SIDE F7JIIISHED OWE O � 1245 a , 1254 U24aq , f f ft 9' f4' f'4 TOR OF CURB O` SOM SIDE S F312 CN :912 —LA 04 C14 '-040X ' �w 1247 ; . j vN110 �N N N N bw h� j t w w w w 1245 i + w i PROFILE SCALES 53.24' N 8 h w I w O.C. i s t HORIZ. 1"=40' =180 L=3350' r , i , i , aa s i VERT. 1 4 ! I _. _ [ _ _ _ ._... _ i.._--- _ _. .. e _ - s 44 45 46 47 PLAN SCALE 48 49 50 51 52 53 1"=40' LEGEND CONSTRUCTION NOTES 0— 16000 LUMEN STREET LIGHT O1 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104 O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 O CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM T RAC r 1\10, -163-73 6373 O7 INSTALL 16000 LUMENS STREET LIGHT INSTALL 2"XC REDWOOD HEADER A LIMIT OF AC. PAVEMENT e ` H 7 �' + N - O9 INSTALL WOOD BARRICADE PER CITY STD. PLAN 131—A v 1 O —— J 10 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114 1 _ m + — Z= bpA�1 S( N PER CITY STD PLAN 307 - --- ----- —1------ 1r--- __ _ OP Q' 11 CONSTRUCT LOCAL DEPRESSION lit L _ ti - - - ------ _L-- __ �NCP7j , PCRj o^, ti ULTiMq - Q� D (CASE AS SHOWN ON PLAN) _S �^x v A _ M '� h'/W gRCE� 7 ? 7-4 A N3 1254. h O' / E -- ► _ O v� 1 1 F N 1253.53 FL - _� `► ►.: °> x �' � I � i IV ,. -'� � 45 5 46 47A ^' 1 U 1 , fi, 40' 20' 0 10' 20' 40' -'� -—- - _. ———-——— — _ CAL _ _- - - , rn 1� Rh cn 1"=40' GRAPHIC SCALE CA2f1 TC . S _� 48 f 2� _ 1 E 12 .53 Fl- C ----- 1 D ZL 49 5 UNo Z v, �_ 52 _�'� 716'1 O 3 4 �ULT/MATE R 63 S� 50 B �_�--F` �� M� ' � + � � o �125 ' � -__� —_ 51 PA + — _ - E t r t +� ti TEMPOR,4RY GR40/NGPq�,CEL... __———__i_ I�1���' I ►�, h�� 11 O C V EASEMENT TO BE OBTAINED /iY F F_—_ �1 G nti k1 H��R k1+p I 1,�k1 k1�1 1 NJ h� F � ,�' I I ��' CJ _ 3:1 c E— 3 m + '� ECR 4 ��6 �� o � 3:1 o h yN �C> ,5 TG ��� noN h' + � � _ CITY OF RANCHO CUCAMONGA 49 7 `� W ► 12 s1 c * _ " ' X + STREET 1111PROVEMENTS — PLAN AND PROFILE 1249' °j � � k��5� � ECR �— `� ti o� �. a � � ULTIMATE � i+ � �-- '� CHURCH STREET ^ L � oQROFESS/p�l C. CHURCH STREET -N; C'q L 10� a N �� CO FACILITIES DISTRICT 2001-01B CURVE TABLE 5, � � m � 3 FUTURE PVT. STREET � No. 20596 �" � STA 44+00 00 TO STA 53+00 00 # 0 R L T 6' 7 a oc Exp. 9-30-05 qT chit �* A 32-34 '26' 889 . 0 0 ' 505 . 41 ' 259 . 74 ' 5 5' 11 SEE SHEET NO. 8 F� CAt�F� B 32°33 '40' 850 . 00 ' 483 . 05 ' 248 . 24 ' APPROVED BY : 4 DATE: ] C 32°45 '31 ' 811 , 00 ' 463 , 68 ' 238 . 37 ' CITY ENGINEER %� RCE NO 24953 D 32°33 '40' 811 , 00 ' 460 , 89 ' 236 , 85 ' Cr4TCH 8�4SIN X98 E 8° 11 '20' 932 , 00 ' 133 , 21 ' 66 . 72 ' CITY OF RANCHO CUCAMONGA DESIGN MORSE 17S4fIRedlflllAve. RECOMMENDED 2 RE'NSED MOES ID WnN ffI49(AVS AN SHT 6 , MOS 7-/0-03 , irvi aw BENCHMARK N0. 10051, ELEV.: 1300.686 F 87- 09 ' 17' 35 . 00 ' S3 , 24 ' 33 , 30 ' SET 2" BRASS DISK IN CONC. CURB RC i YORItM � p�1,Ml DRAWN -1 .l. G 4 10 ' 06 932 . 00 67 . 80 33 . 92 STAMPED "CITY OF RANCHO CUCAMONGA BM �� ECNUE*: �: V.92S1-0516 SHEET � ER 5 of 15 H 19° 00 '54' 84 , 57 ' 28 , 07 ' 14 , 16 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L. PLAHERS ENGINEERS SURVEYORS I 22°41 '44' 84 57 ' 33 . 50 ' 16 . 97 ' BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED E NO 20596 DRAWING NO. J 1 1 ° O1 '48' 943 00 ' 181 , 54 ' 91 , 05 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE J 7 -0-3-0 ILE NO 1877 I:\29011\IMPLANS\CHURCH ST\SIP05.dwg 7/22/03 PROJECT SHEET NO. 31 OF 94 53.81 55. 15' *4 g'4 C' 4 9'4 *'4 9'4 C�'4 ''4 . ck � $ 5' 6' 14' S' S' 54.97 cT 54.99' TOP OF CURB O NORTH`SIDE °f• �, `' * � o +� $N� 1252 � O.C. `°�a os "� ry os v N w{� Iv v �' V 14 #4 �4 '94 f4' *'4 9'4 f'4 ;� o N H °' H N , t m ,< �^ _ + w 1250 h h +N •� N N ON -f"N bN +0.50 ` w l�k 1247 ''�� �2��6�� �`' N N N N �� 66 lc, 0 TOP OF NORTH g N= 1 �h v'� �Q A�IEDIAN CURB 1245 N 1252 P d +w0�C4 +w �n �n 1250 CATCH BASIN 123 Q W 2 ' 1 100' VC 1247 ' $7N15HED GRAD1� � �c : '•`� V I 5' 5'_I_ 14' 6' S' P1=1547.11 � $f o 1252 h w w w 1245 8 o h O� w w N N t1z 45M + 8 8 a 1250 '' 12 h O H + N w N w h N +0.�► 12-47 � _ _- _ . _ _ � , ._ , . _ . _ . _�, r _. ._ a _ N -- _ _ � W L 2 � �� Jh �IO1 V� N� 1245 'p� �� 8w i �• � o o� � �� � �- �' i wj l ^� � i'A +�V ! '� h� r'� n r� n n 1252 E.� 1 N N +N ,�, �} CATCH BA$IN 152 0 z �N ^ ^ww 1250 1 os 1 t j I � � NNS �� Nl 1247 TOP OF SOUTH 1�OMN' CURB I .., •= I �,'�`'" i 4 r f + 5�ro � � 6 N ac. + 12rJ2 O.C. *4 *4' 9'4 ''4so +b.57.te- O ��o^ .;� g� +� +0.5a 1250 ti2��66� ? plc °og'c O os f4' #4' 9'4 f4 n .♦ Q ao $ 3 N N cV j + N `� EA to (o n w �01 w 1f5 q '�'0 TV�i H + + + + + 1247 w a w ► w . w TOP OF CURB 0 SOUTH SIDE i ! 5' S' 14' 6' S' 1245 Q s , I PROALE SCALES I ' CATCH BASIN 153 12'\HORIZ. 1"=40' i VERT. 1"=4' + 53 54 55 56 PLAN SCALE 57 58 59 60 61 62 1"=40' CONSTRUCTION NOTES LANE rr���C r J\10A -16 3-PARK 1 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104 VICTORIA SHT• 3 OF 9 2 CONSTRUCT Al-8 CURB ONLY PER CITY STD. PLAN 104 CFO 2001-01B 1 11 1 0 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 1 1 109 36' `� r FUTURE STREET ® CONSTRUCT ACCESS RAMP PER CITY STD. PLAN 102 do 103 1 5 CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM I I 47 1� 1 7 /�' SEE SHEET NO. 8 0 y Il ,� + / j I 11 ►- / h I I"600' i O7 INSTALL 16000 LUMENS STREET LIGHT } x --- --- --- Q;TT. ► f f '� /� I —1 =' _- -- -__ �4CT SCOP£pE-R g - f I 40' 20' o o' 20' 40' 8 INSTALL 2"X4" REDWOOD HEADER A LIMIT OF AC. PAVEMENT // G ,I?ir], / 1 n ► __--- _-i h I I 1"=40' GRAPHIC SCALE - 11 :/ , ��� �� + _ 7 ! ( ) INSTALL WOOD BARRICADE PER CITY STD. PLAN 131 A hh 1 06 �' ECR� °n u n + 1 – I 3:1 ---------- -- ------ --EX/STA2 � / �1 � o °J / � – – / j 10 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL. 114 - 10 ' - U _ _----- _____--- _ N PER CITY STD PLAN 307 / ECR � - _-_- --_ o � x � � ,� � 20 I I 11 CONSTRUCT LOCAL DEPRESSION�' (CASE AS SHOWN ON PLAN) 4 i B 1 GI 14 INSTALL 6" AND 2" SLEEVES 1,13' w 1 �� 1 '� <'s �, > 9 ��� 9� 6 14 1 jc ( 15 CONSTRUCT MEDIAN TAPER PER CITY STD. PLAN 108 5 E 51 i `''.n �h �'�`� �ti �. L �'L �1 I � � �o � O _ ` ti �T t 2 Z��O _ 10 t$ N v 16 CONSTRUCT MEDIAN FLARE PER CITY STD. PLAN 109 �ti 1 + C, \ _- ---4-- 2 K — p 5 �0 +.-' v` �' O � � �09 `lkg g6�' S `�� i• I O� l���- `•n �� � a GF �G m ���,> X66�,� ��`� 1 h G y l �� srs is 1 �'1. �Q 201.52' 1?yr8 1'�. !'�• �`�' , _ ' 11� � •co ••�' 6 , A 6�s fc 5k ?4� 2Cl 1'L 2 `- N 89'55'01 W .. _ f 2 F �c, H I ; 5 1`l �� .�ti a0 �, _. �� ter, v R �, 1lkg. / 16 I 12�' kg F - II1 :"v 1a' 5 C,�'L �'�_ B1 >?Sj�� 'ti'I Y ZI�103 V1 1 ti� 1 w �" '` ��� rc I �' I t '`6! A, 1 ` � 1247.38 TC 25 I1 � ,� 11 X11 G 1246.71 X 1?kj 1�`� 1�Zk91 /� CC6 - '� - wV`1 C14 N Q, 1 1 C 3:1 n ULTIMATE RA j ���?T TC \- � + '+� + ' 3 r + ^ ; h V 3 ►� I `� V I `� 1? Y ' "' h 'n h .� Z I 5p 4S 2 ' +o c� h v g v ry TC 5' 6' 14' 5' 5' 11 W ' v TFAIPORARY GRADING '` F/ [[ 'ti 8 y v �, EASEMENT TO BE OBTAINED / '_ v CATCH BASIN 124 A2 c') 4 '� ^� h 3 � 1 T _9hti CHURCH STREET- ° CITY OF RANCHO CUCAMONGA '� x �o 1 -.4 STREET IMPROVEMENTS - PLAN AND PROFILE V �OvISs/o °° �� CURVE TABLE M 8° 14 '46' 209 , 53 ' 30 , 16 ' 15 , 10 ' ST,QE.Er o a' ,P, 2 ��oe�E`i C. �� CHURCH STREET LANE 9 � # d R L T N 10°38 '31 ' 163 , 30 ' 30 , 33 ' 15 , 21 ' Siz ' � _ ENS COMNAUNITY FACLIMS DISTRICT 2001 01B VICTORIA GARSo A 89°58 '51 ' 35 , 0 0 ' 54 , 97 ' 34 , 99 ' D 5°34 ' 03' 1357 , 0 0 ' 131 86 ' 65 , 98 ' � "' No. 20596 m „ 01A SHT 6 OF f 7 ° ° a Exp. 9-30-05 r STA. 53+00.00 TO STA. 62+00.00 CFD 2003- J' B 90' 01 09 35 , 00 ' 54 , 99 35 . 01 P 12 41 31 231 . 00 ' 51 17 25 . 69 (, N 90° 11 '54' 35 . 00 ' 55 . 10 ' 35 , 12 ' Q 169- 16 '38' 2 . 00 ' 5 . 91 ' 21 . 31 ' m9� C1V1t �Q D 22°48 '56' 1389 00 ' 553 , 11 ' 280 , 27 ' R 5°40 '50' 1860 , 00 ' 184 . 41 ' 92 , 28 ' '� '� Of- CALF APPROVED BY ) DATE: E 25°48 '24' 1350 , 00 ' 608 , 06 ' 309 , 27 ' S 88° 05 '24' 35 00 ' 53 , 81 ' 33 . 85 ' CITY ENGINEER � �/�L �'�� / RCE NO 24953 F 156°52 ' 16' 1 . 00 ' 2 . 74 ' 4 , 89 ' T 90° 17 ' 13' 35 , 00 ' 55 , 15 ' 35 . 18 ' DESIGN CITY OF RANCHO CUCAMONGA Mo,,, ,ui%350 ,.° RECOMMENDED G 9°53 ' 04' 1337 . 00 ' 230 . 65 ' 115 . 61 ' U 26° 00 '28' 1350 . 00 ' 612 . 79 ' 311 . 77 ' 1-imC REVISED GRADES OF CHURCH STREET • INTERSECTION W VPL �� BENCHMARK N0. 10051, ELEV.: 1300.686 H 22° 1 1 '54' 27 . 06 ' 10 , 48 ' 5 , 31 ' V 25' 08 ' 07' 24 , 09 ' 1 0 . 57 ' 5 . 37 ' TO PROVIDE 361 MIN. COVER OVER EXIST 30 WA RMAIN R R.C. DOKICM 1La11wu92eu CA T H /N PRESSIONS AI . M 5 - -03 SET 2" BRASS DISK IN CONC. CURB , ��9,9-25,-u2, I 1 0° 1 1 ' 12' 1412 , 00 ' 251 . 04 ' 125 , 85 ' W 166°47 ' 17' 1 . 00 ' 2 , 91 ' 8 . 63 ' STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN „ SCHUL22 FM9 9,,_251-0516 SHEET J 14° 12 '42' 1380 , 00 ' 342 . 30 ' 1172 . 03 ' X 9° 08 '35' 1818 . 00 ' 290 . 11 ' 145 , 36 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L. PLAN ERS ENGINEERS SURVEYORS 6 OF 15 K 12° 19 '38' 188 , 06 ' 40 . 46 ' 20 . 31 ' Y 16° 16 '46' 131 1 , 0 0 ' 372 , 49 ' 187 , 51 ' BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED E NO 20596 DRAWING N0. L 15° 14 '25' 153 . 95 ' 40 . 95 ' 20 . 60 ' Z 23-46 '23- 1360 , 00 ' 564 . 29 ' 286 , 26 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE 23 0 ILE NO 1877 I:\29011\IMPLANS\CHURCH ST\SIP06.dwg 7/22/03 PROJECT SHEET NO. 32 OF 94 100' VC PI=1250.91 $ 70P OF CURB NORTH SIDE ' • g ►° Pg t-54.3r U 041 +0.50% -0 1250 sex ± N ate'' g • 1250 0.41,x' m •- •- *-�o ., 8 6/�J�/•rte• -`- i �� /'I/IV f/!vV/2J /VRrY\l/J #Ll/YY1 {iVILO ! S i pp •- '+ top Ot- )VOM MEDIAN G`t/I?B _$� w +� �N hh wig bN w A w �w +N ww + N� N n 1250 +0.50x $ �' �° 1250 S + Of j p�O1 j -0 50i';' i0 b`� ^ `�' 1 ± tp +w •� + egg 8�Q c��� +� $�Q3 O g g� p --- __� __r � * 10b' w FINISHED GRADE S g H N g IOP OF EXX157. ' P1=1251.07 F4 Nl Y MED14N CURB i • '�? $`� t'OB GIF SOUTH Mt'DG4N CURB TOP OF �'XISl. J gN aNN +N HN SLY MEDIAN CURB ? z y ' + vi _ 1250 g ♦ i # i 3 I i i i t t i t +� g •os w O.C. t=34:57' d w "a w w +N 9'4 N4 9'4 9'11 O.C. # 1 9'4 9'4 9'4 9'4 >k t 1250 -0.47* g w w w h •t 1250 t z� -0.74 ^ H �► yF .r + N N N tp t H w N H i TOP OF CURB 7SOUTH SyDE ' -o. i I k PROFILE SCALES ' HORIZ. 1"=40' i + VERT. 1"=4' 1 i E 6.2 63 _ _64 65 PLAN SCALE 66 5' S° s 67 68 69 // yo 70 71 1 '-40 N CONSTRUCTION NOTES W ETI WA NDA A VENUE s 02 SEE SHEET 1 FOR DESCRIPTION CIO (o �a io � SEE SHT. 3 OF 4 CFD 2001-01B OF MONUMENT. Qt CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. 104 C1 2Q CONSTRUCT Al—8 CURB ONLY PER CITY STD. 104 : Gf 7?4g 49 r ' � i� ' Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 103 1p�j x r CONSTRUCT 6' A.C. PAVEMENT OVER 6' AB. MINIMUM . _ 9 8� �' © REMOVE EXISTING BARRICADE .� — r -16 ,73 � 124 . � '�' v� � �� � N�N�� PARTE rr���r r, N0, 1 � /' WRIES i PARIES � 7Q INSTALL 16000 LUMENS STREET LIGHT �O 7 PROPOSED h N ^, N 58.00' 44.00' PARIES Ol may . 10 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL 114 04 RETAINING WALL �' �i� F O \\ CB 2CS = I � 11 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 (CASE AS SHOWN ON PLAN) • +� EXIST. HOUSE TO 11 W y O j A�'P UC71A+641F R 7 BE REMOVED �n �, i` �iJ. s 12 FEATHER TO JOIN EXISTING AC. PAVEMENT SMOOTH � � 40' 20' 0 10' 20' 40' � � � � - 16 CONSTRUCT MEDIAN FLARE PER CITY STD 109 h 7 �i .� �d NOT TO BE OVSTURBED — - Qc°, ,� 1"-40' GRAPHIC SCALE 1© EXIST. MEDIAN CURB TO REMAIN `\\\ C 5 A __ -- ```` v '� `~�' ori ' s W 6\/W 18 REMOVE EXIST. CONCRETE CURB CUTA3:1 MAX. � � gv`�" + � `�'� � o�iv 4 `" I ��a w �Z Z �" Q + ►� + �, , o �, 19 CONSTRUCT Dl-8 AC BERM PER CITY STD. 104 1250. �` g �� 1 _ 10 V) r W `O W �+° 3 '� f �� 'Fs��'` v 61 Q 1249 a1 �� " `� " ��s� '� -_ '� `� K a 1 '��� o �5�'0 , ©0 SAWCUT do REMOVE EXIST. AC PAVEMENT D a so rod g - � '� c„ m Z x '? cn + '� m 18 CONSTRUCT WHEEL CHAIR RAMP CASE "C PER CALTRANS STD. DWG. N8-B �'` t221Ay►1 F �°' I f 14 - �y0 ,0 21 REMOVE EXIST. MAIL�X �ti,�Rgo� I f� J - �h - = 6�x /' ©4 RELOCATE EXIST. CALTRANS VAULT �`� �0 `�+ `�' 1 F`'� k1 0 i EXIST CONC. CURB BE REMAIN / - \ ©5 RELOCATE EXIST. POWER POLE \ �Xisr 2 �' 18 ,��►1��g'L ,Tt1 G x I 18 ,,�� 1� N i �J �� r/ �:< t ' " =` © RELOCATE EXIST. IRRIGATION RISER _ 89'52'56" E� 163.57 6II N 89' 12" -_ —_ _ 664_73' /71 _-4-► 72 14 INSTALL 6m AND 2� SLEEVES 44 2 ,� 1246.57 TC REMAIN ��1�11� 5 ,^N., gs � plc,Dom "' _ 9�� GJ 5 19 ^� gk11 h`L 5 ` � 1245.90) Fi AC BERM 1O K 18/V/ 21 _ 18 21 ' c� h 3 � vh C,4 22 c, 2 Cc N 1 4 �dW W >c ! � � � �. CITYOF RAN HCUCAMONGA � RANCHO bW a1 v� � m `� '! ►� I, W � 6• O ti R ti � � � • � � - I � � - STREET FAPROVEMENTS - PLAN AND PROFILE � >c W o cr f ESS R� IO C i � C.CURVE TABLE � � ,,�. �. CHURCH STREET i ~ No. 20596 , # e R L T COMMUNITY FACLITIES DISTRICT 2001-01B A 10- 02 19 1311 0 0 229 , 7 0 1 15 , 14 �+ z W 4e 'Z Exp. 9-30-05 r P B 6- 14 27 1311 , 00 142 . 80 ' 71 . 47 * STA. s2+00.00 TO STA. 68+87.31 C 8°29 '25' 1353 , 00 ' 200 . 49 ' 100 . 43 ' I �D� y� �1V1L `P D 1 0°42 ' 14' 162 . 41 ' 30 . 34 ' 15 . 22 ' i �� F� CAQF APPROVED BY : DATE: ° 30 . 16 ' 15 , 10 ' /L; . I 24953 � E s l 0 58 21 1 , 15 CHURCHSTREET � ITY N (NEER -F-� uC EG RCE NO 43 . 0 ' 193 . 06 ' 96 . 69 ' F 8- 14 ' 10' 13 0 G 24' 11 '40' 1350 , 00 ' 570 , 07 ' 289 . 35 ' CITY OF RANCHO CUCAMONGA DESIGN ,,,,sE StAp35 „�, RECOMMENDED BENCHMARK NO. 10051, ELEV.: 1300.686 sem.�C �4� R.C. � .o[1�x r.l..,un61. ' . 79 ' 311 . 77 ' H 26 00 28 1350 . 00 612 SET 2" BRASS DISK IN CONC. CURB M.icr.1/1-:51-1141 I 23°46 '23' 1360 , 00 ' 564 . 29 ' 286 , 26 ' ' STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN ,c"u1Y2 FAX: W-251-0516 SHEET J 8018 '22' 1168 . 00 ' 169 , 32 ' 84 . 81 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L ►TANNERS ENGINEERS SURVEYOR$'-1 7 OF 15 K 89- 19 '38- 35 00 ' S4 , 57 ' 34 . 59 ' BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. L 9 0°4 0 '22' 20 , 0 0 ' 31 . 65 ' 20 , 24 ' CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH — -- RCE NO DESCRIPTION OF REVISION DATE APPROVED: OF CURB RETURN. S.C.M. DATE -�, -G� FILE NO 113 29011/IMPLANS/CHURCH/SIP07 3-15-03 PROJECT SHEET NO. 33 OF V— 1 ' i PARr 500 P1=1249.10 � � � � � i Lm5.381' �3 24' O.C. Li 9' O.C. i I i �4 9'4 0 y4 •tom N i I w N w I w I w A w N w 4250 k +N N w 70X __� aTo�x _--� 4250 0 -- w •� w i I 700 OF InY CURB i ! P1=1249.019 ? i •N � O i t I h i N N os O a { p �F op � : A ? w O yw J A w w O w I I I N A 04 - _.. -_ - _ ._ . _ . _ w __. _ __ - 1250 4?50 - _ b N + +• ti N`.`,' —1.DOX 0.70.!' PRADE 1 I { PARE• 50' bC _ I �� , PI=1249.10 i T" 41, � A�. L=55.15' r ? I O.C. I 1'4 Y4 9'4 �'4ct # _ f LM 5124' t v w b O S O.C. N 9'4 114 9'4 0'4 ��• o I I { w O w w w 4 250 - - t,r 70 _.__. - 12 5a - t `�rh `IM N N i w __ 0!70.E ---_•— H t 76P OF FLY CURB _ { �tx { ' {{E I l ? PRORLE SCALES I l HORIZ. 1"=40' , VERT. 1"-4' . � t I r I ! 12 13 14 PLAN SCALE 10 11 12 1"=40' CONSTRUCTION NOTES Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 103 5'_I_ 5' 9' 6' 5' Q5 CONSTRUCT 6' A.C. PAVEMENT OVER 6" AB. MINIMUM Q7 INSTALL 16000 LUMENS STREET LIGHT BY SCE ® INSTALL 7 x 4" REDWOOD HEADER A LIMIT OF AC. PAVEMENT o 0 0 0 o O INSTALL WOOD BARRICADE PER CITY STD. PLAN 131 - A A 10 10 0 10 11 CONSTRUCT LOCAL DEPRESSION, CASE *r PER CITY STD. PLAN 307 CHURCH STREET O SCALE 1"=40' SEE SHEET NO. -6 GSG ?46..CF (CASE AS SHOWN ON PLAN) CHURCH STREET 11 1 R 9qj/ 13 CONSTRUCT 8" TO 6' CURB TRANSITION SCALE 1"=40' b2k�269 f���V lC O SEE SHEET N0. NZ, LQ r T�y` �6 E� I L I I o 3 Oxp I I 4 3 0 �/p CATCH BASIN 149 � 4 40.34' _— a� B 8 5 I I R°�• I I I � i 13 _ I - 13 I � a - ,1R6 _ # 5 V C2 LAI) 1 I ►g, oo ,� f � � ti vh ~� 13 I I I -¢gy�9 o�f7iT PRN I z. 1 1 D N �? ���` ti G�9 1 CyURCT. I 13 ' ' r1 A RE' I r -4 ^ 4 41_79 1 I� s� REQ I C I �r _ GfG 61* '2 3 N 6 29 .� N T� I I I 1Dx�24 CN RC CURB -J9.24'-- 16� ( + W m 12� �5 �'� T e �" cic W 12 N I 3 TRAC T 1\10, 163-7 2 o 0 5' 5' 14' 6' 5' CITY OF RANCHO CUCAMONGA FUTURE P V T. S TREE TFUTURE S TREE TCATCH 345IN 150 STREET WROVEMENTS - PLAN AND PROFILE Q�pfESS�ON CHURCH STREET COINAAIJNITY FACLITIES DISTRICT 2001-01B No. 20596 �' m Exp. 9-30-05 * STA. 44+00.00 TO STA. 53+00.00 CURVE TABLE qTF� CAQ` APPROVED BY DATE: # A R L T CITY ENGINEER ' RCE NO 24953 A 87- 09 , 17, 35 , 00 53 , 24 33 , 30 DESIGN MoR.l 1,320R.&MAve. RECOMMENDED ° CITY OF RANCHO CUCAMONGA _ �,°,� B 88 05 24 35 , 0 0 53 , 81 33 85 R.C. BENCHMARK NO. 10051 ELEV.: 1300.686 soRtcN �j dT/ �.a 92616 �//C C 90- 17 ' 13' 35 . 00 ' 55 . 15 ' 35 . 18 ' SET 2" BRASS DISK IN CONC. CURB , �969-251-Ml D 5°4 0 '54' 300 , 0 0 ' 29 . 75 ' 14 , 89 ' STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN ' SCHU lt2 FAX: 949-251-0516 SHEET E 5°27 '32' 282 . 00 ' 26 . 87 ' 13 . 44 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L. PIAN ERS ENGINEERS SURVEYORS 8 OF 15 10 BASE LINE ROAD AND SWANSON PLACE 0.25 E 5°24 ' 17' 318 . 00 ' 30 , 00 ' 15 , 01 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. 77 APPROVED: OF CURB RETURN. DATE 3.4 •0 ILE NO ! g 29011/IMPLANS/CHURCH ST/SIP08 3-15-03 PROJECT SHEET NO. 3 4 OF STREET, STRIPING, STREET LIGHTING, STORM DRAIN HIGHLNDAWNUf WTOW PARK LINE CITY OF RANCHO CUCAMONGA PROJECT EMSE RW SITE COMMUNITY FACILITIES DISTRICT 2001� 01B Z K VICTORIA PARK LANE ��SP{ (7 far m scxE GENERAL NOTES 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY FROM CHURCH STREET TO BASE LINE ROAD OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOOTHILL BOULEVARD FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR VICINITY MAP WITH AND SHALL BE RESPONSIBLE 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 BE CONSTRUCTION NOTES REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT BASE LINE NO COST TO THE CITY OF RANCHO CUCAMONGA. ROAD 3• ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE �I/ NO. STREET IMPROVEMENTS HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY -!' 6 1 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. 104 DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM g ` HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE 6 _+_.. - 1'-== 2 CONSTRUCT Al-8 CURB ONLY PER CITY STD. 104 PLANS. - - --- - �-� 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 103 4' A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 10 4 /- CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 do 103 PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR CHURCH s ��. AIC LANE \ r •' - 5 CONSTRUCT 6' A.C. PAVEMENT OVER 6• AB. MINIMUM RIGHT-OF-WAY. �R�, -' IVIOR,• 6 CONSTRUCT 15'x30' ROCK RIP-RAP 6' # MIN. ROCK ALL GRADE STAKES SHALL BE SET B � INTERIM TRADEZOIDAL Y THE CONTRACTOR OR ENGINEER 2 3 FUT ST. f jJr D 6 7 INSTALL 16000 LUMENS STREET LIGHT 5• , PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT DITCH _ ,�� '" 8 CONSTRUCT A2-6 CURB do GUTTER PER CITY STD. 104 POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY or _ � n A 1`' 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 (CASE AS SHOWN ON PLAN) CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. — - I 10 CONSTRUCT RT. TURN LANE PER CITY STD. PLAN 119 (MODIFIED) 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, 24 BRICKS AND MORTAR 11 CONSTRUCT MEDIAN TAPER PER CITY STD. PLAN 108. L=PER PLAN MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONSTRUCTION TO 12 CONSTRUCT MEDIAN FLARE PER CITY STD. PLAN 109 L=PER PLAN 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, VICTORIA FUT ST. 4 COVER PIPE OPENING. COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED 8 —P' 14 CONSTRUCT 8' TO C CURB FACE CURB do GUTTER TRANSITION AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH 7 BRICK 15 INSTALL 2"x4" REDWOOD HEADER O LIMIT OF AC. PAVEMENT THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/ORRCP. DIA PER PIAN 16 INSTALL WOOD BARRICADE PER CITY STD. PLAN 131 - A SURFACING. 17 ROTATE EXISTING ECCENTRIC CONE DUE SOUTH TO BE ABLE TO CONSTRUCT CURB dt GUTTER 8• AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL BE SUBMITTED INDEX MAP EXIST. GROUND 18 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. PL 114 TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED 19 ADJUST SEWER MANHOLE TO GRADE TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. SCALE: 1"=200' BEDDING MORTAR 20 ADJUST WATER VALVE TO GRADE 9• PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE O4 STREET INDEX 21 ADJUST STORM DRAIN MANHOLE TO GRADE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF 7 STORM DRAIN INDEX PLUG DETAIL 36 22 CONSTRUCT ROLLED CURB do GUTTER PER CITY STD. PL. 105A AGGREGATE BASE. O TTY CONTACTS: STRIPING INDEX 23 CONSTRUCT 4 TRANSITION VERTICAL TO ROLLED CURB • 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND CO C S PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS do VERIFIED NO. STORM DRAIN IMPROVEMENTS PRIOR TO PAVING. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 31 CONSTRUCT MANHOLE 11 PER CITY STD. PIAN 318 MODIFIED. OMIT MANHOLE SHAFT 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 626 969-7911 32 CONSTRUCT MANHOLE 12 PER CITY STD. PLAN 319 OF ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR MR. BOB STALLINGS 33 CONSTRUCT MANHOLE 14 PER CITY STD. PLAN 321 DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. GENERAL TELEPHONE (800) 483-3000 CONSTRUCTION NOTES FOR STREET TREES 35 CONSTRUCT JUNCTION STRUCTURE 14 PER CITY STD. 333 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2000 COMM.0) 427-2200 RES. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. PLANS. 36 CONSTRUCT PLUG WITH BRICK AND MORTAR PER DETAIL HEREON STERILAN9641 SAN BERNARDINO ROAD (80T REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. RANCHO CUAMONGA CA 91730 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT 37 CONSTRUCT 18" RCP (D-LOAD PER PROFILE SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED 38 CONSTRUCT 24 RCP (D-LOAD PER PROFILE) I SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXIC TITES OR RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. METROPOLITAN WATER DISTRICT (909) 593-7474 NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS 39 CONSTRUCT 30' RCP (D-LOAD PER PROFILE 13 700 N. MORENO AVENUE DETERMINED BY THE CITY INSPECTOR. CONSTRUCT 36' RCP (D-LOAD PER PROFILE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR LA VERNE, CA 91750 ( ) CONVENIENCE, THE CONTRACTOR SHALL MAKE HIS OWN 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 41 REMOVE EXISTING PLUG do JOIN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. COMCAST (909) 983-9895 ENGINEERING DIVISION, ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 1205 DUPONT STREET 42 CONSTRUCT 48' RCP (D-LOAD PER PROFILE) LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED ONTARIO, CA 91762 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 43 CONSTRUCT 47' RCP (D-LOAD PER PROFILE) IN THE OTHER ITEMS OF WORK. MARKS CABLEVISION 909 987-6275 44 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, W do V PER PLAN 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 10808 FOOTHILL BLVD. #120 M9� 880-0222 SHALL BE CONSTRUCTED AT EACH INTERSECTION. RANCHO CUCAMONGA, CA 91730 45 CONSTRUCT 66' RCP (D-LOAD PER PROFILE) 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE RESPONSIBILITY CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 9641 SAN BERNARDINO ROAD EXISTING SURVEY MONIl1MENTATION DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS RANCHO CUCAMONGA, CA 91730 SEE SHEET NO. 2 FOR SIGNING & STRIPING IMPROVEMENTS CONSTRUCTION NOTES. SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST 16, WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT IN THE FIELD ARE SHOWN ON THIS PLANS AND ARE DESCRIBED AS FOLLOWS: FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 10 FOUND 1" I.P. TAGGED "LS 4430", FLUSH, NO REFERENCE. MONUMENT IS 0.05' SOUTHERLY OF CENTERLINE OF BASELINE ROAD. MONUMENT IS CITY OF RANCH 0 CUCAMONGA 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT N 8(739'28" W 8.44' FROM CENTERLINE INTERSECTION. NOT ACCEPTED. SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE IMPROVEMENTS INCLUDING PRIVATE ENGRVEER'S NOTICE TO CONTRACTOR. 24 FOUND z" I.P. TAGGED "LS 3419", DOWN 0.3', PER R.S. 47/51-55. MONUMENT IMPROVEMENT PLAN COVER SHEET ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY WAS HIT AND IS LEANING NE LY. LOCATED AT BASE OF MONUMENT. ACCEPTED Q�pFESS�oN AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE AS ANGLE P T IN BOUNDARY OF P.M. NO. 15641, P.M.B. 192/93-100. �p C q� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS � � � <v 2 �O - SATISFACTION OF THE CITY ENGINEER. ,, �Q � �, CO FACLIT�S DISTRICT 2001 01B R F OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: DURING THE COURSE 0 CONSTRUCTION s - CD N No. 20596 r" m THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY oc Exp. 9-30-05 � . _ � t ,* VICTORIA PARK LANE I PROJECT. V1 AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS OJEC T STANLEY C. MORSE RCE 20596 q DATED rF Fes' _ EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. OF CALF -APPROVED Y � 0 ED B DATE. CITY ENGINEER RCE NO 24953 W'4�� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE DESIGN OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING CITY OF RANCHO CUCAMONGA MOlfF SUN. edhRlAv� RECOMMENDED :�.250 DIAL TOLL FREE UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY 0QAISED G S �tl SEG'l�Otil W C �tcf/ 1 BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. ® 604 ooRlce r.r�.,unft� 1-800-422-4133 MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 5r9EeT o DE W , ed VE D E SET 2" BRASS DISK IN CONC. CURB , FAX: FAO-2S1-051 AMA T THESE IN OR STRUCTURES. ` STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN fCMVITZ FAX: 91V-251-0516 SHEET PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE 0 ESE L ES � _7-272 ;E EE }� 5 tA/ T 3 S 3 M -D /4 ER 173 � N T10051 1987' AT THE NORTHWEST CORNER OF D.L. P�� ERS ENGINEERS SURVEYORS R v E r o R s 1 AT LEAST TWO DAYS9 BEFORE YOU DIG BASE LINE ROAD AND SWANSON PLACE 0.25 OF CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE MILES WEST OF ETIWANDA AVENUE, AT CHECKEDRCE NO 20596 DRAWING 0. SO UDERGROUIO SOWAMOF SOUIFERN CJILFORMII ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DESCRIPTION OF REVISION DATE CITY UTHERLY END OF CATCH BASIN 2 FT. NORTH APPROVED: OF CURB RETURN. S.C.M. DATE - �703FILE NO !8 29011/IMP *''VTORIA/SIPO1 3-27-03 PROJECT SHEET N0. �OF -S4 . VARIES PER STREET PLAN WEST R/W EAST R/W EXIST SRADE S ISTEGR DES CONSTRUCTION NOTES SEEON 109' MIN do VARIES ® LEFT FINISHED STREET 0 LEFT 60' (L 47' -__ GRADE -____ NO. SIGNING do STRIPING IMPROVEMENTS EXIST. GRADING I I \\ 60. STENCIL TYPE IV LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. A24A 36' EXIST. GRADING PER _ 61 INSTALL R18-1 SIGN PER CALTRANS STD. PER TRACT 1 13 36 13 1 TRACT. 16372/16374 ��� � -:- 16373/16371 WIDENS 0 RT. TURN LANE ----- ----- 62. STENCIL 'BIKE" "LANA PER CALTRANS STD. DWG. N0. A24D WITH 10' SPACING 0.5 6' 6.5' GRADE LINE AS 3' 4' ry GRADE LINE AS 6.5' 6' 0.5' **10' SHOWN IN PROFILE O m SHOWN IN PROFILE 2' STREET UNDERCUT 2' 63. INSTALL TYPE "K-4" MARKER PER CALTRANS STD. DWG. NO. 130 I 0.72T 0.55' I ; - 64. INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. N0. 133 0.29' TO 0.11' /4"/FT I 65. INSTALL C SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 1 4" 0.11' LEVEL LINE 66. INSTALL C SOLID WHITE LANE LINE PER CITY STD. DWG. 140. 133 TYPICAL STREET UNDERCUT SECTION 3 3 NOTE. 67. INSTALL 6• SOLID WHITE LANE LINE PER CITY STD. DWG. No. 133 I g" 2 " APPROXIMATE EXISTING GRADED CONDITION. THIS SECTION NOT TO SCALE 2 ** L- - --------------- ---------- 6 -- --- -- WAS USED ON CFD 2001-01 A TO ROUGH GRADE THIS 68. INSTALL 6" SKIP WHITE LANE LINE PER CITY STD. DWG. N0. 133 1 6" 5 C GRADE 5 6" 1 STREET. THE CONTRACTOR WILL BE RESPONSIBLE FOR 69. INSTALL 8" SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 T.1. = 9.0 R = 72 * SEE SECTION (2 MPROVEMCOMPLETIOENTSFNOTEDING TO LIMITS NECESSARY TO INSTALL 70• STENCIL TYPE VII LEFT/RIGHT ARROW PER CALTRANS STD. DWG. N0. A24A AND NOTE TO RIGHT 71. INSTALL STREET NAME SIGN AND POST PER CITYG. N 1A 1 STD. DW 0 40 do 40 B TYPICAL SECTION 72. INSTALL TYPE "Fr MARKERS PER CALTRANS STD. DWG. NO. A20B STA. 44+75.97 TO STA. 46+55.00 74. INSTALL R26(S) SIGN PER CITY STD. DWG. NO. 401A k 4016 do STA. 63+56.99 TO STA. 65+21 .18 * * 76. INSTALL R81 SIGN PER CALTRANS STD. NOT TO SCALE 78. INSTALL METAL SIGN POST PER CITY STD. DWG. N0. 130 WEST R/W EAST R/W 83. INSTALL REFLECTIVE HYDRANT MARKERS PER CITY STD. DWG. NO. 134 84. INSTALL g' SKIP WHITE CHANNEUZING LANE LINE PER CITY STD. DWG. NO. 133 98' MIN. do VAR. WEST R/W 98' AND VARIES EAST R/W 49' 49' 49' AND VARIES 49' TO 60' EXIST. GRADING 1' 13' do VAR. 36' 36' 13' 1' EXIST. GRADING 36' TO 47' I PER TRACT WIDENS 0 RT. TURN LANE SIGNING & STRIPING NOTES 16373/16371 0.5 GRADE LINE AS GRADE LINE AS .5� PER TRACT 1 13 AND VAR. 36 TO 41 WIDENS ® RT. TURN LANE 13 1 6 6.5 1 6.5 6 16373/1637 SHOWN IN PROFILE SHOWN IN PROFILE 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND / GRADE LINE AS 4' 3' __ . __ THE INSTALLATION THEREOF SWILL CONFORM TO CALTRANS AND STANDARD 0.5 7 7 6' 6 5' SHOWN IN &4 a GRADE LINE AS 6.5' 6' 0.5' I 0.55' VAR. VAR. 0.55' I MANUAL, MAINTENANCE MANUAL AND STANDAR � 0.11 0.11 SPECIFICATIONS, TRAFFIC PROFILE 6 SHOWN IN PROFILE 1 4"�� 11�� EXIST. GRADING PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR LEVEL LINE �- - - - - - -- - - -� DIRECTED BY THE CITY ENGINEER. 0.11' TO 0.55 0.72' 0.11' TO I FUTURE SCHOOL . -.- � 1.7% ` -- --- - - ��$ __ PER TRACT 4" FT 0.19LEVEL 4"0.29' 1 /FT SITE GRADING �� �� r- 3 16372/16374 2 PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND _ LINE 3 11 7Z 2 •. `. .- INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE AN r g 6" SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LAST EDITION) AND THE 3 I " 2 6" 1 3 L-- ---- --------- ---------- - --J FOLLOWING PROVISIONS: 6" ----6------------ ----- -------- „ - - EXIST. GRADING PER- 1 6 5 �GRADE 5 6" 1 A ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, 6 1 5 5 1 TRACT. 16372/16374 (SAE.) UNLESS OTHERWISE NOTED. GRADE SEE SECTION ("C AND NOTE TO RIGHT B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE SEE SECTION AND NOTE TO RIGHT REMOVED BY WET SANDBLASTING. 2 C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVED AND SALVAGED. T.1. = 9.0, R = 72* REMOVED BY WET SANDBLASTING. T.1. = 9.0, R = 72 * D. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. * PRELIMINARY, FINAL R-VALUES TO BE DETERMINED BY SOILS ENGINEERTYPICAL SECTION E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL AT COMPLETION OF STREET GRADING TYPICAL SECTION BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. STA. 46+85.00 TO STA. 49+67.00 F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY STA. 49+67.00 TO STA. 50+87.39 do STA. 53+46.00 TO STA. 62+66.99 THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT ** NOTES CURVILINEAR SIDEWALK do STA. 65+96.79 TO STA. 68+75.27 * * STRIPING AND MARKINGS. NOT TO SCALE G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD FROM STA. 63+04 TO STA. 68+68 ON THE WTY PARKWAY, NOT TO SCALE SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 ML THICK (WET). CONSTRUCT 10' WIDE CURVILINEAR SIDEWALK PER STD. 114 INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO SEE PLAN. WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. FOLLOWING PROVISIONS: I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH CITY AND STATE STANDARDS. K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY 6 _ SCALE 1 N=40' _ TRAFFIC ENGINEER. - - - -- 3. TRAFFIC SIGNS SHALL BE WSTALLED PER CITY STD. DWG. NO. 401-B. p Y WASH CONSTRUCTION NOTES � 1 d ,� - DAYLIGHT CUT i' W .+ ?rte, -- -= CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PIAN 104 _ --__ ------------ _____ 2- or _ ________ i O O2 CONSTRUCT Al-8 CURB ONLY PER CITY STD. PLAN 104 ------ -- _` ---- ----- §11 ------- � 117 _ ... -....�----- tl O 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 --- --- --- - �i 81 -- �'\ -_ N _ N 1'15'50" W820.84 y O4 CONSTRUCT ACCESSS RAMP PER CITY OF R.C. PLAN 102 do 103 `` -------- ---- -------- ---- 1 �1( O CONSTRUCT 6" A.C. PAVEMENT OVER 6' AGGREGATE BASE MINIMUM 2.1 1 A XV © CONSTRUCT 15'x30' ROCK RIP-RAP 6' MIN. DIAM. ROCK ti DAYLIGHT CUT I r - 18 CONSTRUCT CURVI NEAR SIDEWALK PER CITY STD. L114 _ INTERIM TRADEZOIDAL 1 DITCH OUTLET 1 RANCHO oITY HoCUCAMONGA cc STREET SECTIONS & INTERIM TRAPEZOIDAL DITCH c• ,����, COMMUNITES FACLI"TES DISTRICT 2001-01B � N s - No. 20596 <., m c� m Exp.. 930 05 P VICTORIA PARK LANE JD' C P y VI l �� ���� APPROVED BY DATE: wkj PLAN-INTERIM T DEZOADAL 24953 CITY ENGINEE RCE N C 0 DITCH OUTLET CITY OF RANCHO CUCAMONGA DESIGN .o.,E ,t'R.d"11�►.. RECOMMENDED SET 2"MARK BRASSODISKO N1 CONC..CURB 0.686 R.C. � � s0[ICN Irvin,CA K614 DRAWN 1Ii":....:.,-.n, STAMPED "CITY OF RANCHO CUCAMONGA BM rµ :c N U►r: .: ..,-21-.16 SHEET 10051 1987" AT THE NORTHWEST CORNER OF D.L. P N N ERS ENGINEERS SURVEYORS 2 n BASE LINE ROAD AND SWANSON PLACE 0.25 OF MILES WEST OF ETIWANDA AVENUE, AT CHECKED20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. RCE NO APPROVED: OF CURB RETURN. DATE ,Z►�� FILE NO 29011/IMP N�IVICTORIA/SIP02 3-27-03 PROJECT SHEET N0. 44 OF 4' z AART' sb' 1rC 3o.67' 30.6r ` PI=1249.61 O.C. D.C. F f +� '; 260 { t�s4.99' ac. rop or CUR" BADE $ '` $ 8; .w +Z j 1256 I # } I UNE WEST S/DE v; I -v� �; h ' c O.C. f4 �# 'Y4 �'4 $N 1. ^� +N �' .�' 1 1 1250 .� j M r t N +0.857x _ I FUTURE ! w ', w � l V I 1 ~ � I 1246 - w w w w w ' , --�'1.20�X X0.10' 40.31' 40.10 1260' � � ! � i f I . Z � VP VT W37 t . , +2.501256 I I 1 MED164N CURB $ � ,+ t � j 1250 ; +o:857% _ 1 •N J i { } $ _ a } 1246 I �' +w� 1260 1 P1=1249.91 1 � %XQ4 ' $ 1256 w ffNjS�/El� GIPADE O g 1 +2 { I h N w , F3 ' 2 i I N _ .� 48.10 - 8.31 - -�.�0' - � � 4_0* 250 $ w N �E j ♦ i } j ' 1 �: �+ O.C. 1 246 E1.20]% I J. COWR $ g w t 1260 -�"- i Z jw ♦w O) W of E4sr 1 N $�: + 1256 MEDVIN CURB $ 1 q ooff�• I Rv a ,} 250 •'� j w I I +N� s y - - - 60 -- . . t i P/=1249.80 1 34.99' O.C. 1t7P of CURB G'R40E 1256 I [-5.5.10• , UNE EAST SIDE f4 f'4 '9'4 1 N w *N 4 ft 014 250 •!•0 /* w 246 I PROFILE SCALES ' ! ► } 5' 9' 6' HORIZ. 1"=40' 1 , . _ I VERT. 1"=8' i � t JJJ 44 45 46 70 � 48 49 PLAN SCALE 50 5 r + 1 40 + v v Z v CHURCH S TREET F , �. CFD 2001-018 SHT. 6 OF 1,3 G Ll 11 3' 60' , 39• A/I I n n ESI N P) ��, CONSTRUCTION NOTES Gi4TCH BASIN #4.3 _ O1 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104 Q2 CONSTRUCT Al-8 CURB ONLY PER C" STD. PLAN 104 TRACT 1\40, 111rJ"�3 i� (I ' �o20` o ,o� 20� � O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 2 I I Y 2 W A _ I I _ _ - O4 CONST. CONC. HANDICAPPED ACCESS RAMP PER CITY STD. PLAN 102 do 103 i t I 1"=40' GRAPHIC SCALE i v, \., II ,, II II ( CONSTRUCT 6• A.C. PAVEMENT OVER 6r AB. MINIMUM UUTi1�1ATE R/W + �' cP' I I a, + -� I I _ I Q7 INSTALL 16000 LUMENS STREET LIGHT -- �•,------- _ i "�' N `~,; I I I I r 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 CASE AS SHOWN ON PLAN IS c ) -.�I-- 10 CONSTRUCT RT. TURN LANE PER CITY STD. PLAN 119 Z r\ N Al 1 �GE� -- -- - _ EXIST. R/W t �� D 1 «O 11 CONSTRUCT MEDIAN TAPER PER CIN STD. PLAN 101, L=PER PLAN cP D - �� 19 ADJUST SEWER MANHOLE TO GRADE PROPOSED 12' g �ti W '- ti`�� %, s�� 8 L-120 v �' S0. WATER MANN r,� ,� : rsJ� g W 11 �ti`��� Z c� �, ''�`� ``€� "�"' `� -'sem E �� �ti I •• 21 ADJUST STORM DRAIN MANHOLE TO GRADE G _ 143 a I B `1 1�� �' FST " rr o 2 -- - - - -- Q -- 1----- R� 5 �_ N 0'06 Ott" E 4.7 21 48 � � --- -- - --------- ----- �� � 1248.43 TC ss. E s6, 1248.48 TC s 1247.76 fS .� �, E �G E $ s � „� 1247.81 FS SEWER 5 L 120' �'[ �f� '� �' :R `" ��' C PROP 80 VCP SEWER TWIN W � I NIF I------ -J�L__ ---��---j- o� ULIINIA E R 3.1 3 �_-- ��_ 3:1 SIL------- ------ 3 / AL_ ---- --- --- ---- R6 � , � CITYOF RAN HCUCAMONGA RANCHO -16_3372, _ STREET WROVEMENTS - PLAN AND PROFILE TRACT NO, 1�6 31 2 � 0 l 3' 49' i 39 VICTORIA PARK LANE CHURCH STREET ���� `' �,�� 1��� ��`�9� �' ������ ����y� .� � 6g'l VICTORIA PARK LANE No. 20596 m Co FACILITEES DISTRICT 2001-01B SEE SHEET No. 6 OF 13 �? A�� * Exp. 9-30-05 * STAR 44+00.00 TO STAR 50+50.00 CFD 01-01B Of F� CAt�F APPROVED BYDATE:' RCE NO .,,x�1 �h��'� �o �o �o o ,9��c CURVE TABLE CITY ENGINEER �,�'�� 24953 ,,�kkk0�,�k• °g # A R L T CITY OF RANCHO CUCAMONGA DESIGN MORSE p,ZOE."A". RECOMMENDED o, 89'58 '51 ' 35 . 0 0 ' 54 . 97 ' 34 , 99 ' f RAISED GRADES 0 INTERSECTION WITH CHURCH STREET TO PROVIDE �'"''S0 BENCHMARK NO. 10051, ELEV.: 1300.686 R.C.R F �. DORtCM kvF+e,CA INTI , B 157- 16 ' 01 ' 1 00 , 2 . 74 ' 4 . 97 ' 36'f MIN COVER OVER EXIST. 30" WATER MAIN M p5 7-22-03 SET 2" BRASS DISK IN CONC. CURB , Vic a-251-M l 5 5 9 6 5'1 C 90' 01 ' 09' 35 . 00 ' 54 . 99 ' 35 . 01 ' STAMPED "CIN OF RANCHO CUCAMONGA BM DRAWN fC,,,,E.z , .„-,,,-0316 SHEET D 20'46 '39' 84 , 57 ' 30 . 67 ' 15 . 50 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L P�� �NERS ENGINEERS SURVEYORSy OF BASE LINE ROAD AND SWANSON PLACE 0.25 Cr4TCH QAS/N X44 E 7' 07 '55' 322 : 19 ' 4 0 . 1 0 ' 2 0 . 08 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED NO 20596 DRAWING N0. F 22'24 '43' 26 . 75 ' 10 , 46 ' 5 , 30 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE LE NO 1877 I:\29011\IMPLANS\VICT0RIA\SIP03.dwg 7/22/03 PROJECT SHEET NO. 45 OF 94 O 0 I W _ 2 NOTE.• FL 1l6gNW1R3N�vG I _ - �' 0 � a,_ •WHEN FF�I : D.C. { Ab41CH (Ai'LIrVE v v N 8' VERTICAL f0 C ROLLED CURB. TRANSITION - �'4 *4 TOP OF CURB GRADE m •: '��• $ TOP OF CURBS ACCORDING. UNE NEST SIDE � + bo' + �,N + N +3• �' 8 +.- C4 1290 H ^ t � { SON n. w FS a_ _... . + 3R�IMSITION • RI6HT SITIIMI cs vs t - _ _ o� .o ! }�8rJ ; ' ' 8C4 Cal 14, 5 j 278 00 rop ok wEsr ^ 129a 1 A/ED,G4N' CURB N +2 .coo 2 Q.f ^ •^ +H N� ON w w +Q• -•��.. 278 F Z4-D �E o *MN 12903 °' tf,�ox `'pox of w }285 - �_ _ . a_ _ _ . . _ _ _. 1 85 +12-005 I J .N � �� �N o,4,w j Ao �A � +NV f � � • . . On 278 TOP bF EAST w N +2. 1290 0.c L MED14N CURB 'Y4 jN g : ! ,0 3 L=56.78' I +2.00 L�Sr 78' O.C. •'' ` ' ^c°0v �� +N �''' 0C g'4 g'4 9`4 g'4 g ;_;;:-z ; I •- �' w c Y4 0 4 Y4 01 Flaw +2 TOP OF CORE ~E N � ^ .� UNE EAST SIDE C'4 N + +2 t _ - _._ -- _ r _ _ w _ _ _ - . __- _ - __ _ __ 27� _ - 1290} }285 _3 . _ - _ - - _. __ 1285 _ qqpp . '�'N N N N � A i NA A w w w +^ O+l ! N h , , a g f2.56% -_ 2� 8 ; 1 : I PROFILE SCALES . t PROFILE SCALES t HORIZ 1"=40' _ HORIZ 1"=40' VERT. 1"=8' VERT. 1"=4' i 58 59 60 61 62 63 �'N SCALE 64 65 66 9 10 PLAN SCALE 11 1 =40 1"=40' 0 \ \ x \ �\ 5' .tea, cb �� o yam, VICTORIA PA c` � J� JVRK LAME UAb 40' 20' 0 10' 20' 40' \' 'ti - - c� � ,A�gly . BCR c� 1"=40' GRAPHIC SCALE -_ �. / + J �� Tn. �2D"' I l .1 to � __ --- x � �/ BO(/N` ��V t� g Q ►- / P� [ QP' 0� 9 �qRY _. .. 1 .\•� ry N 14 I a h^ � w�., I I t I W �- �, q.� Z ^' �,'� -+ SCALE 1"=40 I I M I _ ULTIMATE R1W 3 r + ----' 00 3:t l� --- 3 ,Lk ,�0 ,� h`'f • j' 1 1 1. 96.33 T ,5 a, L4.j 4 6>r co U C� y �v 18 CATCH BASIN 1'55 �` -- 1?86.3 TC' � 25' 2 y 1218.17 FL 2 � 1..1 � • CR i N ,°j t T?9QB6 RC Q° tt o � `�� G 1289.Ob TC _ 6 f P � 127750 w 57.38' h �s (� 1278.83 TC $ N 3�:2�-�- �,,, 5 1286.02 TCS •i°s �� i 1288.33 '� •1 TC - �,. 1?9 1278,16 FS __ 2 1 _ I co ` �g -�� �' 1285.35 R 128829 TC S 1288. TC `�' 5 1278.83 TC C 1 N 78.16 FS 1Z9> ? TC >>� d• °�° �0°`� F �G y ' i2 , ---- - ----- -\ � � I , °° R 1?y15 '`� 1 � f � 1278.17 TC D -=_' ---- - ao "�' I �o k Q 1277.50 FT �� �> 0°' 1 � G jG _ ____ v� o ' N L-_ - -1 r N CrTC \2 __ ,2�6 MOSAIC DRIVE UL71MA� R � TRACT ��J. 1� I �f N W 12' 18' 18' 12' `O co �� _ -- _�-� 3 05 12�� � co >��+ MOSAIC �* � -� '�� �. � DRIVE h X �. r- � SEE ON RIGHT 3 `� 5 `O zi `� g 5' 51° CITY OF RANCHO CUCAMONGA VICTORIA PARK LANE- WCH SASIN 156 STREET WROVEMENTS - PLAN AND PROFILE oQ�pf ESS1pN�l VICTORIA PARK LANE CONSTRUCTION NOTES � � c � `� N N �� C011AAAUMTY FACLITIES DISTRICT 2001-01B C, No. 20596 r^ m O1 CONSTRUCT A2-8 CURB do GUTTER PER CTTY STD. " 104 14 CONSTRUCT T TO 6' CURB FACE CURB do GUTTER TRANSITION CURVE TABLE - Exp. 9-30-05 r:,'" STA. 58+50.00 TO STA. 65+00.00 2Q CONSTRUCT Al-8 CURB ONLY PER CITY STD. PLAN 104 15 INSTALL 2'X4' REDWOOD HEADER A LIMIT OF AC. PAVEMENT # A R L T J 24-45 '35' 120 . 34 ' 52 , 00 ' 26 . 41 ' - CA �P 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 16 INSTALL WOOD BARRICADE PER CITY STD. PLAN 131-A qTF CALF APPROVED BY - - DATE: O Q A 23 00 47 1064 , 00 427 , 36 216 , 60 A PER CITY P 114 B 26°27 ' 15' 1093 , 00 ' 504 , 65 ' 256 , 91 ' L 157°33 ' 08' 2 , 00 ' 5 , 50 ' 10 , 08 ' CITY ENGINEER ;' a RCE NO 24653 4 ONSTRUCT HANDICAPPED ACCESS RAMP P 18 CONSTRUCT CURVILINEAR SIDEWALK E C STD L C E S PER CITY STD. PLAN 102 do 103 C 31 °46 '29' 1 1 07 . 0 0 ' 613 . 91 ' 315 . 07 ' M 92-57 ' 09' 35 . 0 0 ' 56 , 78 ' 36 , 85 ' DESIGN Q ADJUST WATER VALVE TO GRADECITY OF RANCHO CUCAMONGA =��� �� " �:- M�■s■ 1»2oR�A... RECOMMENDED 5 CONSTRUCT 6' A.C. PAVEMENT OVER 6' AB. MINIMUM D 31 -46 '29' 1136 . 0 0 ' 630 . 00 ' 323 . 33 ' N 163°36 '21 ' 1 , 00 ' 2 . 86 ' 6 . 94 ' swift 350 BENCHMARK NO. 10051 ELEV.: 1300.686 R.C. ■O[I c N kviwe G 92616 � CONSTRUCT ROLLED CURB do GUTTER PER CITY STD. PL 1056 ° ° © E 13 2 0 23 1 136 , 0 0 264 . 49 132 . 84 / D 15 11 09 1 136 . 00 301 , 09 151 . 43 " BRA DISK IN N R x:90-251-••21 7 IN 1 MEN HT SET 2 SS D S COC CUB STALL 6000 LUMENS STREET LIG BY SCE ,. ., O DRAWN =- .--- SCNYLTZ MX: 949-251-0516 SHEET ° � � � � � ° � � � ' TAMP "CITY FRANCHO _ CONSTRUCT 4 TRANSITION VERTICAL TO ROLLED CURB F 8 5 3 31 1 1 0 7 , 0 0 171 . 8 0 8 6 , 0 7 P 9 2 9 21 1 0 9 7 , 0 0 181 . 6 8 91 , O S STAMPED "C 0 CUCAMONGA BM Q9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 10051 198T AT THE NORTHWEST CORNER OF D.L. PLA A N E R s` E'N c i N E E R s SURVEYORS R v E r o R s G 11 °28 '58' 1093 , 00 ' 219 , 05 ' 109 , 89 ' Q 8°57 '57' 1093 , 00 ' 171 , 04 ' 85 , 69 ' 5 9 (CASE AS SHOWN ON PLAN) BASE LINE ROAD AND SWANSON PLACE 0.25 OF H 11 '38 ' 03' 1 064 , 00 ' 216 . 05 ' 108 . 40 ' R 12o 13 ' 02' 1064 . 0 0 ' 226 . 88 ' 1 13 . 87 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED � 20598 DRAWING NO. 1© CONSTRUCT MEDIAN FLARE PER CITY STD. PLAN 109, L= PER PLANCITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH e? CE NO I 31 °46 ' 06' 1100 . 00 ' 609 , 91 ' 313 . O1 ' S 20°33 '52' 29 , 34 ' 1 0 , 53 ' S , 32 ' DESCRIPTION •F REVISION SATE S.C.M. APPROVED: OF CURB RETURN. DATE FILE NO 1 9 1/IMP /VICTORIA/SIP05 3-27-03 PROJECT SHEET NO. 4OF 4 _ L=4.73' L=48.05' 0.0 f - _ O.C. Q , Aad �� NO^j ti .so 4 TOP OF why �RAD� �N *� �0; ; ^ � � � _ � s � rho C, UNE WL�ST S/DE Ig ^ 1 302 8 V8 ' M { `! .yam 1 i + -W #s4 co A5 I CS _ 106-2 1, V=4.50' *4-- 15 V--7.W tUr=15; 1--7.12' i 290 .�o.as' x 4� .�o.. r' TUP pF WEST N A °� I I CURB FACE y I I +�N N SICK OF CURB I ea• *t4 MEDIAN CURB +w '� ' w aa aa aa _ :._ ._._ ..w _.____ _.. , ._-. + _ cur7>:R w . . . ___ .K __ _ 2302 I 1 255 ' 2�5 y 295 w^ 0.54 aS farm I I 2 h �P hMmv f N w f 100 1 w I 2.00x t "0001 -? 1290 5 ; s. 0.1000) f1N15i�I�'D GRADE o1302 � 1 a+ ti II � 0 \ t 1 r � � . G ICP 57UB 8' EXIST f II 111 �`� �. � � 2�5 RCP 57U8 I t � 275 t T � 0 285 NJ SOP OF EAST j ��P 5 �� ���� �. LJ { plc 290 29 9T X.JW 102b� MEDIAN CURB �� O.a Oa Oa 4i i 1502 �000�y tib' �► co b N `�;R ; .�. i toy M w ^"� :.' r +2.431 r V =12.86 V =1. 31 V' 8QN NN hN �� to- tit ' +w w + � �' _ o.C. _ Q' OtOp 19.9 DETAIL CONST. M to LF C 1931 LF v =20.29 i i p y.DOx w SEWER COVER ROTATION 18" RCP 20000 18" RCP 20000 1?7P,OF aIR9 GRAD£ ti _ 1290 a �_._ �___ rTs_ 8r _____a__ __� .___. __.�__.. _� 1•_ o.C. O.C. UNE EAST SIDE •� SCALE" 5' W i 1302 m , ILA T. "A-3r LAT. 'A-34 681$ u N N +y' 24" RCP 20000 �k OVER r� INSIDE+N �`$ CANTRACTUR TO VERIFY ^ ?• } EXIST. F.L EUV.. PRIOR 1 ! TO CON57RUCT70N. t 29Q *A-39" : # PROFILE SCALES F PRORLE SCALES HORIZ. 1"=40' HORIZ. 1"=40' I i » > VERT. 1"=B' � VERT. 1"-4' 65 66 67 68 PLAN SCALE 69 PLAN SCALE 1"=40' 10 DENOTES EXISTING SURVEY MONUMENTS. 1"=40' SEE SHT. 1 FOR DESCRIPTION C1419 Ar °"B syT)90qD BASELINE ROAD SCALE 1"=40' I � LOT B 1"=40' GRAPHIC SCALE - 1p i s �• c v7 7 60• ¢I'1 QP PQ \ c-po �' ►- F ' I JO I ^ , � 'gyp. RO ,f, � • .� _ _ - - ___-- - -- �' �O 10' SEWER ' v' oN, ' _ + obi � I EASEMENT , ~ �+ �, � � U / V + ;�c� � v I �• 4, 1 X 6Ar S� � 9 �--'�` �� �, ULIIMATF R e + `'� I I �'� + + `"1 �, H c'3 + W E '`� kk9 I �s �„ h 1 1 n - 9 0 1 I io ._ ,.. I TRACT BOUNDARY 4 032 k 6' A-3 1 f ,�° � 9kk • �6 � � / � ��.,� _ , � LAT. 6 kk 7 N60'00'00'W 70.76' r 0 8k 7 9 fX17 96" RCP S.D. PER TRACT f { \ 9 MA►3� NO'S. 1134, 12044 & 12046 C IXIST. 15" SEWS `` 9�. �-� r _. � ,. _._ I i� 5 ' �--•�� — `r° - _ ;.. ._:. r� i 129346 TC 93.50 TC 1 1 4J �OF -- _ �-'N8q•10'13•w 30.18' 1�1' TC w 1 1 FL 129283 fZ EXIST R/IY _ - - -- - _..i _ W / '' o1 5 8 } - _ _ __ Ff 1 hk� E� I I N I<,D aD 1 _—_--w.� - - J .� �CfO 01(1 �� -� 50 j t s �� 1 l I I o •r •a I 1 ----- --. R 6 4 f +� , _ 9kk �� ��" ;ti �'�919 I I + �' + �1�Ff'I lam' 1 0� PER NO__ �/ EY15T. PILE^ '/ ! , �'� '�I I� �,�\'L°'�1 5 � 1 2 1� o"'I I"' `� D� �� ►A I"' � 1 � i 10 .. ,C � I � ,,'/ _. ,:� so 50 `�0. , �' 'K LA, E � i R PL N 0'0545' E .333.56' `�q� 1 Q ��re 8.31' `' I H �? 9„� STREET Q 1°� ��� .�� I _=- �..� ,Q til ?3�'3g'E 5Ln 2 `�' %� .,k 4 ' �9T F 1 c' c') — — ��ti91'� � f rc C RIA + � 1292.89 N I � �' -~ - •� ,— —— ,. __•- _ ` - _ �,t �' n, g ,c� i o, _ 3 EXIST R J � --- - i 1~ Sri 49 �'�x c� i Ifs •� 5 6 21 5 5 ULTIMATE R/Ir N CITY OF RANCHO CUCAMONGA ki CURVETA � F� � � � � BLE �q STORM DRAIN CONSTRUC77ON NOTES STREET & STORM DRAIN IMPROVEMENTS # A R L T 7 47 - ��. �OFESS�\Nl\/" PLAN AND PROFLE A 15° 13 '44' 1136 , 00 ' 301 , 94 ' 151 , 87 ' 40' , 5T G� G �CCONSTRUCT JUNCTION STRUCTURE #4 PER CITY STD. 333 �� ��Y C B 31 *46 ' 06' 1 1 0 0 , 00 ' 609 , 91 ' 313 . 01 ' 4, �9p1 ? �,�j ® CONSTRUCT 18" RCP (D-LOAD PER PROFILE) ,� Qom' y VICTORIA PARK LANE C 0°35 '35' 198 , 00 ' 2 . 05 ' 1 . 02 ' '�- ' I 1'19 kp �V N ti N ror —'�pcsa,'9�j �' v' L U' �2 ° VICTORIA PARK LANE 9� �� 4,- o �Q �o r� ® CONSTRUCT 24 RCP (D-LOAD PER PROFILE) No. 20596 " m D 7 55 2 0 217 . 54 3 0 • 08 15 , 06 I �2 hti w �� cO `�-��' a Exp. 9-30-05 a CO FACILITIES DISTRICT 2001-01B E 7-57 '23- 215 . 83 ' 29 , 97 ' 15 , 01 ' ! T _ 0 a. +• c„ cn 41 REMOVE EXISTING PLUG do JOIN * * STA. 65+00.00 TO STA. 69+44.74 F 12- 13 ' 02' 1064 , 0 0 ' 226 . 88 ' 1 13 , 87 ' I ® CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, G 11 - 00 ' 00' 157 • 85 ' 30 • 31 ' 15 . 20 , CONSTRUCTION NOTES BASE LINE ROAD W do V PER PLAN APPROVED BY DATE: H 11 ° 02 ' 02' 156 . 81 ' 30 . 20 ' 15 . 15 ' CFD 2001-01B SHT. 5 OF 7 CATCH NSIN 154 CITY ENGINEER RCE NO 24953 I 22° 12 ' 14' 84 . 57 ' 32 . 77 ' 16 . 59 ' O7 INSTALL 16000 LUMENS STREET LIGHT CITY OF RANCHO CUCAMONGA DESIGN .oese [752oR°dhiXAw. RECOMMENDED J 20- 11 '41 - 84 , 57 ' 29 , 81 ' 15 . 06 ' O1 CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. PLAN 104 BENCHMARK N0. 10051, ELEV.: 1300.686 R.C. '""''S0 ( CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 (CASE AS SHOWN ON PLAN) .o K 1 f w �.,u ru14 K 1 -20 '33' 2 02 0 0 ' 4 , 73 ' 2 . 37 ' O2 CONSTRUCT Al-8 CURB ONLY PER CITY STD. PLAN 104 SET 2" BRASS DISK IN CONIC. CURB Vske:949-251-921 L 78-39 '24- 35 0 0 ' 48 . 05 ' 28 . 68 ' 11 CONSTRUCT MEDIAN TAPER PER CITY STD. PLAN 108, L= PER PLAN DRAWN SCM1,1,X FAX: 949-251-0516 SHEET 3 STAMPED "CITY OF RANCHO CUCAMONGA BM O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 10051 1987' AT THE NORTHWEST CORNER OF D.L. r► ERs E N c 1 N E E R s s u R v E r o R s c M 157° 16 ' 01 ' 1 , 00 , 2 . 74 ' 4 . 97 ' ® CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PLAN 102 do 103 17 ROTATE EXISTING ECCENTRIC CONE DUE SOUTH TO BE ABLE TO CONSTRUCT BASE LINE ROAD AND SWANSON PLACE 0.25 - 6 of 9 N 96-29 '27- 35 , 00 ' 58 . 94 ' 39 , 21 ' CURB & GUTTER MILES WEST OF ETIWANDA AVENUE, AT CHECKED6�-mwl[ NO 20596 DRAWING NO. 22-24 '43- 26 . 75 ' 10 . 46 ' 5 . 30 , Q CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM 18 CONSTRUCTCURVI LINEAR SIDEWALK PER CITY STD. PL. 114 DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE I L E NO 29011/IMP NCVICTORIA/SIPO6 3-15-03 PROJECT SHEET NO. OF4 STREET, STRIPING, STREET LIGHTING, STORM DRAIN, HIGHLWD AVENUE SEWER, WATER, SIGNALIZATION and LANDSCAPING PLANS WTDRM PARK LME PROJECT CITY OF RANCHO CUCAMONGA RW SITE W ; cl co u CILITIE 11DI TRICT NINI ., NIT Fj� l 20011111111111111111111111111 0 1B t C CHURCH S E7 S 0 GENERAL NOTES G R LANE �croRrA NDT 1°MALE1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITYARB0 OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS FOOMILL 9OULEVARD ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR FROM CHURCH STREET TO 1200' NORTH OF CHURCH STREET WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. VICPATY MAP 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 BE CONSTRUCTION NOTES REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE NO STREET IMPROVEMENTS HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY CHURCH STREET DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM 1 CONSTRUCT A2-8 CURB & GUTTER PER CITY STD. 104 HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE I FUT. ST. 2 CONSTRUCT Al-8 CURB ONLY PER CITY STD. 104 PIANS. 4 I 5 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 103 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA C8#14 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 & 103 PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT I OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR CB CB 13 5 CONSTRUCT 6" A.C. PAVEMENT OVER 6" AB. MINIMUM , RIGHT-OF-WAY. 6 CONSTRUCT A2-6 CURB & GUTTER PER CITY STD. 104 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, __—___ ARBOR LANE CIO 7 INSTALL 9500 LUMENS STREET LIGHT PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT I 9 8 INSTALL 2"X4" REDWOOD HEADER 0 LIMIT OF AC. PAVEMENT. POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY 9 INSTALL WOOD BARRICADE PER CITY STD. PLAN 131-A CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. —� I C13#16 CB#11 \ 10 CONST. DRIVEWAY APPROACH & SIDEWALK CITY STD. PLAN 101 TYPE C; W=35' 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, 11 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307 (CASE AS SHOWN ON PLAN) MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 3 C113#12 4 oR� N� 10 12 CONSTRUCT 8" TO 6" TRANSITION CURB & GUTTER 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, I pp,RK 13 ADJUST WATER VALVE TO GRADE COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED 14 ADJUST STORM DRAIN MANHOLES TO GRADE AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH FUT. ST. THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. INDEX MAP NO. STORM DRAIN IMPROVEMENTS 8• AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED SCALE: 1"=100' 31 CONSTRUCT MANHOLE #1 PER CITY STD. PLAN 318 (MODIFIED OMIT MANHOLE SHAFT TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. _ ) 32 CONSTRUCT MANHOLE #1 PER CITY STD. PLAN 318 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS UTILITY CONTACTS: INDEX OF SHEETS O STREET INDEX — — COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF 5 STORM DRAIN INDEX AGGREGATE BASE. ❑ _ CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. SHEET NO. DESCRIPTION ® STRIPING INDEX _ 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND 36 CONSTRUCT PLUG WITH BRICK AND MORTAR PER DETAIL HEREON PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS & VERIFIED SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (626) 969-7911 1 TITLE SHEET 37 CONSTRUCT 18" RCP (D-LOAD PER PROFILE PRIOR TO PAVING. MR. BOB STALLINGS ( - ) 11• WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS GENERAL TELEPHONE (800) 483-3000 2 STREET SECTIONS 38 CONSTRUCT 24" RCP (D-LOAD PER PROFILE)OF ROCKY MATERIAL, THE DE 39 CONSTRUCT 30" RCP (D-LOAD PER PROFILE) ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DE SHALL BE PREPARED BY REMOVING SOUTHERN CALIFORNIA GAS COMPANY 800 427-2200 RES. 3-4 STREET IMPROVEMENT PLAN AND PROFILE _ 8641 SAN BERNARDINO ROAD �800) 427-2000 COMM. DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. RANCHO CUAMONGA, CA 91730 5 STORM DRAIN IMPROVEMENT PLAN - 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS METROPOLITAN WATER DISTRICT (909) 593-7474 6 1 SIGNING & STRIPING PLAN STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 700 N. MORENO AVENUE - - SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED LA VERNE, CA 91750 44 CONST. CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, W & V PER PLAN RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. COMCAST (909) 983-9895 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR 1205 DUPONT STREET CONVENIENCE, THE CONTRACTOR SHALL MAKE HIS OWN ONTARIO, CA 91762 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. MARKS CABLEVISION 909 987-6275 ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 10808 FOOTHILL BLVD. #120 M9� 880-0222 CONSTRUCTION NOTES FOR STREET TREES BRICKS AND MORTAR LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED RANCHO CUCAMONGA, CA 91730 CONSTRUCTION TO IN THE OTHER ITEMS OF WORK. COVER PIPE OPENING. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STD. PLANS. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 9641 SAN BERNARDINO ROAD SHALL BE CONSTRUCTED AT EACH INTERSECTION. RANCHO CUCAMONGA, CA 91730 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITITES OR ----- BRICK 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE RESPONSIBILITY FOR THE NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS. AS CORRECTION OF ERROR AND OMISSION DISCOVERED DETERMINED BY THE CITY INSPECTOR. RCP DIA PER PLAN DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ENGINEERING DIVISION, ----- -- _ EXIST. GROUND 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: BEDDING MORTAR CLEANED UPON REQUEST OF THE INSPECTOR. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS PLUG DETAIL 3 s CITY OF RANCH 0 CUCAMONGA SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: O THE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE IMPROVEMENTS INCLUDING THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY /� /� IMPROVEMENT PLAN COVER SHEET AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXISTING SURVEY MONUMENTATION pF ESS/p SATISFACTION OF THE CITY ENGINEER. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. e C Nql� I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT ,� Q� COMMUNITY FACILITIES DISTRICT 2001-01B COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE C, No. 20596 r" m ARBOR LANE IN THE FIELD ARE SHOWN ON THIS PLANS AND/�I,RE DESCRIBED AS FOLLOWS:OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING Exp. 9-30-05 UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY NONE *,q c,,,,` �* MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE �F - PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. �'l � CALF APPROVED BY DATE: DATED STA4,Ej C. MORSE RCE. 20596 CITY E N G I N E E R RCE No 24953 s CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE CITY OF RANCHO CUCAMONGA DESIGN Moss, 17320R.AillA— RECOMMENDED DIAL TOLL FREE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. BENCHMARK N0. 10051, ELEV.: 1300.686 R.C. swift 250 D o 01 1 c H Irvim,CA 92614 06 1-800-422-4133 SET 2" BRASS DISK IN CONC. CURB Yoke: 251-6l21 STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN : scwu►rz FAX: 949 251-0516 SHEET AT LEAST TOMO DAYS 10051 1987' AT THE NORTHWEST CORNER OF D.L. P L A N/1d E R S E N'G I N E E R S S U R V E Y O R S 1 6 B FORE YOU DIG BASE LINE ROAD AND SWANSON PLACE 0.25 r+- - 04 OF MILES WEST OF ETIWANDA AVENUE, AT IF CHECKED E NO 20596 DRAWING NO. ROl1ND LMDO SERVICE ALERT SOl11FM CJILFU M DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. 7 APPROVED: OF CURB RETURN. DATE '/ 10 FILE NO r 29011/IMP NS/ARBOR/SIP01 3-15-03 PROJECT SHEET NO. SOF 4 NEST RIV EAST R/M' EXIST GRADING 121' 4EXIST GRADING PER TR. 16370 Y PER TR. 16373 j 16' 47' 42' 16' i I 27 20' 20' 22 82 1 I ' 1 � I I I I I EXIST. R.G MEDIAISLAND EXIST. R.G. — PAD — ENHANCE AKNG PER PAD � i I I / N� 0.5' 4' LANDSCA E PLANS 4' 0.5' -------------- _------ ooII 2% 5 1.7% —— �5 2% �' —- EXIST R.G. PAD -` — ------------ 1THIS POINT SHOWN AS 1 ! SEE SECTION O FINISHED GRADE 2 C AND NOTE BELOW ------------------------- T1. = 9.0 , R= 72 * I 2 �6?�0��, a�6`�,� ,�,�'�,� CROSS WALKS 2 SEE LANDSCAPE PLANS TYPICAL SECTION 2 -� PAINTED STRIPES PER PAVING DETAIL STA. 10+76 TO STA. 13+36.23 I � 12s3.1s rc 1263.49 FS 8' Cf ; 1263.16 TC 0, CF E 126J.16 fs ' o' 15 ~� _ �` 16 o NEST RIV E45T R/M' r, -. P• , �. EXIST GRADING 116' EXIST GRADING o fi' F a PER rR. 16370 16' 42' 42' 16' PER TR. 16373 1v6� 22' 20' VJ 20' 22' EXIST R.G. I MEDIA ISLAND I EXIST. R.G. 2 ti11�G�, 1tib��c, �c�� e. 2 PAD — I ENHANCE AV1NG PER I PAD 1�6 X10 0.5' 4' LANDS E PLANS 4' Q5' _ 116 21. 2 ""�'� 2 N 3 �� CROSS WALKS ' " o \ '6Z 5 5 2% �' -77 EXIST R.G. PAINTED STRIPS �- PAD ! THIS POINT SHOWN AS ------- ------ �-r- ----- ---- SEE SECTION 2 FlNISHED GRADE ® �' ------ I I- - --- --- -------'�\ �' � �- I AND NOTE BELOW T. 9.0 , R= 72 TYPICAL SECTION 46 47 1 —' i I I I I STA. 14+16 TO STA. 20+56.54 I I i I * P1REZ/Nmvy, nw R—vx 1ju m B' AEIERIIIII'NED BY I I I ! I I SOILS ENGINEER AT COIVPLE77ON OF STREET GRADING DETAIL - RAMP @ MIDBLOCK VARIES PER STREET PLAN SCALE : 1"=20' FlNISHED STREET GRADE GRADE PER \` GRADE RE i STREET PLAN d PLAN 40' 15' TRANS177ON 5' 5' 15' TRANSITION 8" r0 0" CF 'r r0 0' CF 2' `� STREET UNDERCUT PER 2' CfD 2001-OM ROUGH GRADING RAMP �1 -_-- 126201 TC TYPICAL STREET UNDERCUT SECTION �F d cF C NOT TO SCALE 2 NOTE. c SECTION APPROXIMATE EXISTING GRADED CONDITION. THIS SECTION 2 SCALE .- HORIZ. 1"=)0' VERr. 1'=2' WAS USED ON CFD 2001-01A TO ROUGH GRADE THIS STREET. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLETION OF GRADING TO LIMITS NECESSARY TO INSTALL IMPROVEMENTS NOTED. CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES f ESS/ON STREET SECTIONS Q�O 9 O1 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104 � ����� C, COMMUNUES FACILITES DISTRICT 2001-01B Q2 CONSTRUCT Al-8 CURB ONLY PER CITY STD. PLAN 104 m No. -30 -Dm ARBOR LANE „�* Exp. 9-30-05 CIVIL �Q 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103 9TF QOf- CAl�F� APPROVED DATE: B Y � - la � 4 CONSTRUCT ACCESSS RAMP PER CITY STD. PLAN 102 02 do 103 CITY ENGINEER RCE No 24953 Q5 CONSTRUCT G' A.C. PAVEMENT OVER Er AB. MINIMUMDESIGN CITY OF RANCHO CUCAMONGA MORfE 17320 R." RECOMMENDED Suift �' �t� BENCHMARK N0. 10051, ELEV.: 1300.686 R.C. + � D O K 1 C N h Wee,CA 92614SET 2" BRASS DISK IN CONC. CURB vim«,949-251-U21 STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN SC MULTI FAX: 949251-0516 SHEET 10051 1987 AT THE NORTHWEST CORNER OF D.L. Pml E R S E N 6N E E R S S U R V E Y O R S n BASE LINE ROAD AND SWANSON PLACE 0.25 G OF 6 MILES WEST OF ETIWANDA AVENUE, AT CHECKEDNO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE No NO 'U 29011/IMP NS/ARBOR/SIPO2 3-15-03 PROJECT SHEET NO. 0F ve QC. O.C. P1=1262.34 I - 41950' bC P/ S7 650.00 EL 1264.79 _ ` i I L=15. h 2 N PI= 6 .19 ^ 4'4 y h N 1 4 f'4 4'4 L-15.50' O.C. L 1.68' $°' .N a' i 1 O.C. 4909' O.C. ; S$ •� °p '"� `�_ +� $N �+ •.f j 1 04 TAN. N N + +``� + ti w w oh, i w N o^e ,>• +" RE �u M N � a{ O Y4 � `y4 'ni $w N .� W } } 55 R3' TOR OF CURB O �YESI' SIDE ^ a^ `° �° N ^ w w w ^ 1263 1]x t, X0.5 _ W'�4' t 1.70� •N Nb + NNw w N N 3•9'4 'Y4 N + r' yE w w w w �+'7� V.5 rz w L 1 � r.� } b _ _ _ _ 1 26d , _ . . 1 260 } , N r w . N } I i N w ( v ',�' �" w ^ } TOP Of kfE AtV CURB ac. w 1255 PI=1262..38 • 3w y� N i O WEST SIDE w PI JlI7-76+5000 b^ I ! ^ EL 1265.DO '' a ;�b r o N _ w ` N o •, I N w O x + 5f } 1..7VI� 1 1263 j0•_� _ w -. } w w � 2 5 0 i � } ' g h o `° Tav R---O.sox 0.51X ^ , k f _J A i •b\ 126tE_ __ __ _ . _ _ _ __ __ __ _ _ __.,._ 0.75% _ _�._�__ _ 4 _ 1PrS �� �� °N +� gN �� M __ �. X260 w w O A i r A1N15H�D GRAD' 0 I w ,^ 1-255140 1 g 1263 [0.51 1x ' 255 TOP' OR WMAN CURB i i.78�' ! ` h ku :O EAST SIDE ' S $$ 1gn��n' ^ •N i aC -__.- -__ __ __ . _ _ -_ __ _ _ _ _ _._. _. __ _ I� _..... _ _,__._.__�_.. _ _ 126b _.v �n.-- _ ��' .. _ N N N O N N N w �. 1260 W w'� ^ N ^ w w w N b b w N DO+N I ♦w y N �° w w cvg� ^ w ^ N N w pA N ph,N '+'N^" I g'4 g'4 N4 f4 + �" I w w o b 9'4 9'4 9'4 'y4 w w N � �4t��� N N �t�4>�a�' 4 * �r srA-�is+5o opo �w Q ^ + t �cr.� o � w _ } ^ W# OF CURB O EAST SIDE , " w '' c >c N � 1-43.15' PART. 50j w ; N O.C. O.C. EL 1264.79 O.C. O.C. P1=1262.34 } N ^ N 04 Oi i +^ } � 50 IV i ^ rw`'N w PI=1261.18 x ''`40^ ! i 54.02' w } } i O.C. ; I PROFILE SCALES } j i _ I PROFILE SCALES ► HORIZ. 1"=40' HORIZ. 1"=40' } t » { VERT 1 F VERT. 1 4' t PLAN SCALE 15 16 17 11 10 11 PLAN SCALE 12 1 0 5' 5' 10' 6' 5' 2 5' S' 14' 6' S' 1"=40' 1 40 N N N N o o O O ARBOR LANE � N + o o + In "' `^ 1 i i � � ►. r� � � �o SEE LEFT m �o U .- . o+ O o o+ o+ •\�sx Gbh�/t,. I I � I I `�' �W SCALE 1"=40' GE CF ���if, �j�c t-/44/ . cl G 61 '}' ZG ?6'�'�1r 62.51 tC 6.. Bo�`'s,I I 6` 14. o ,OX�Gp CHURCH STREET 1$1 ?sus?�c 16�1�6 �� N 6?sem'`�c 1261.9' �z �G 66.1`6rC SEE SHEET NO. 4 OF 14 CFD 01-018 ,�„'�, 01 w ti G v f o� 96 �ti o� �o 0 0 ' �T WEST L Y FUTURE ST. �O ►� �� �' �6,°a R N I '" I - -------- SEE ------ I ,► h �.' n cn n �0 6 ry Jnr 1 • SEE TO RIGHT ti '�• a � � •,� I I ! - 11' \ � r� c~j ►�- n � n - ,- -r _��r�?- ' 1 4.1 r-FRAC J 1\10, 16 - l J 1 1 60' t� ��� I ~ r I I I\���R 9, - , 9 j x CATCH BASIN 15 CATCH BASIN 13 11 G kl. 12' 18' 18' 12';I %s 1 l - ►I I 4\ �� I I CATCH BASIN 112 cS- ` j ' is O 7 I - 7 ,� I I '� ,��'L gyp► I ?�6�f 5 8 » I 'Tji \ I ■ �. I moi. I I h v 1�6 I ',�� fo N SCALE 1"=40' �y I I �o �N ►� ^ o I •� �' _� v, xh I 1 u / 4 G �' S I N d og 1jU �► O `� � rOj � `■" ,4i o1 � \h xCA 3 JL w lei �"'� II \\ Ckc- ----------- �1----- 3 -- --_-_-- � `' II ----- _ -- I 1 6 __�___ =---�_ -= -fi--- _� _ ____ 11f_ II� -I 4 4 h ---- _====-r_, - - -1 N I W - -- _ ----- -----I- -�--- A E E F I G 77=� ~ b 5 1 G I �S GF W 5' 6' 16' 5' 5' - \� FSI `J`c - - - - I ----- -- - --- ■ 1�6 \k \'16� I I^ h h �,� is ' I� y� ►p `'` '� y� ��1 I X60 r's� 1262.71 TC6 1 . 5 nl 2 �'L I I I .. 1 9 F 1� ■ �o I I o o, ^ o Z I ����, ;� ti�9 I o I s� c �� c 1 , y` 131262.04 5 - �`�6h��� QJ I ! I 14 I 1 `c . N 0'04'59" L� 625.25 I M' 1'x'4 ` N 12 '* f 166.15 - T 1 15 ---I 9 �? O 486.15' _r, T9 614.68' -'� 0�;1� �0 4 �6 m Q ' �C, � • `r � W �', 1�6\• V� � rn �� o 01��'°� rn�c� 1263.87 TC ss J I __ - 6' i fo`\% h O `o °° rn -n N l 5 1�6�\�`�� 14 1263.20 F1 5 1 ��e �7 I- 2 I ! f' �`� �`� �� In Q \ 5 6 �-'- .6 p Q k DI .�• � ----G-T 5 • I Q F CATCH BASIN 114 A I - - - - - - - - - -,� - �� 1 3 ���- -� �' 'Tr � ^ \ ' v 3 �� B» N �o ^ � GF '(G I � m� \ �, + Ivl O I I4r� UU+ oc'' _ I i ;* J Q o �j , 4 v "= 6,� c .ham, 6k' 6� 1 i = 1 14 , I � • ■ I �� NI,� CITY OF RANCHO CUCAMONGA `" I i �h 16 TRA[-'T 1\10, 163-7�3 � x�6 °° �� 0� 11' 22' 22' STREET MPROV'E�AENT PLANS FOR 11263 ,�? l Q�pFESS10 " o '�� ARBOR LANE ARBOR LANE c� ' p��' EAST'L Y FUTURE ST. �`` � c' tea. ' N �h1 SEE TO RIGHT I i CHURCH STREET s h COMMUNITY ■ � '� '� No. 20596 r" ,? FAI� I IG SEE SHEET NO. 5 OF 12 CFD 01-01B CONSTRU CTI ON NOTES 5' 5' 12' 6'^ 5' * * DISTRICT 2001-0113 Exp. 9-30-05 � CURVE TABLE 12 8;8 � ?s�`S?Sl O1 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104. ® INSTALL 2"X4" REDWOOD HEADER • LIMIT OF AC. PAVEMENT. � CA APPROVED 6Y DATE: # A R L T 1251. ,,� �, �, �, ,,� `Ss.2c O2 CONSTRUCT Al-8 CURB ONLY PER CITY STD. PLAN 104. Q9 INSTALL WOOD BARRICADE PER CITY STD. PLAN 131-A. CATCH BASIN 11 CITY ENGINEER RCE NO i4953 A 90° 00 ' 00' 35 . 00 ' 54 . 98 ' 35 . 00 ' �' all � �; B 91 -33 '42- 35 00 ' S5 93 ' 35 . 97 ' + 11 + O CONSTRUCT CONCRETE SIDEWALK PER CfiY STD. PLAN 103. 11 CONSTRUCT LOCAL DEPRESSION CASE PER CITY STD. PLAN 307. CITY OF RANCHO CUCAMONGA DESIGN ro„sa 173"2.04MA- RECOMMENDED O o 0 0 0 (CASE AS SHOWN ON PLAN) BENCHMARK NO. 10051, ELEV.: 1300.686 C 182° 19 '23' 20 , 00 ' 63 , 64 ' 986 . 47 ' �- •� O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 do 103. R.C. � co�,cM r�.r..�an6," �R[� SET 2" BRASS DISK IN CONC. CURB , ra«:art51-p11 D 88-26 ' 18' 35 . 00 ' 54 02 ' 34 . 06 ' 5' 5' 10' 6' S' 5 CONSTRUCT G A.C. PAVEMENT OVER 6" AB. MINIMUM. 1 CONSTRUCT T TO 6' TRANSITION CURB & GUTTER DRAWN fi= SCRULTZ FAX; 9"9]5,-0516 SHEET STAMPED "CITY OF RANCHO CUCAMONGA BM E 4-26 '23- 200 , 00 ' 15 . 50 ' 7 . 75 ' © CONSTRUCT A2-6 CURB dC GUTTER PER CITY STD. 104 13 ADJUST WATER VALVE TO GRADE 10051 1987' AT THE NORTHWEST CORNER OF D.L. P A N E R E N G I N E E R S S u R v E r o R S �+ F 88°26 ' 18' 27 : 0 0 ' 41 , 68 ' 26 . 27 ' BASE LINE ROAD AND SWANSON PLACE 0.25 � OF 6 7 INSTALL 9500 LUMENS STREET LIGHT 14 ADJUST STORM DRAIN MANHOLES TO GRADE MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. G 91 -33 '42- 27 , 00 ' 43 , 15 ' 27 . 75 ' CATCH BASIN 116 0 DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. NO - 2 APPROVED: OF CURB RETURN. DATE �l FILE NO IRF 29011/IMP'."h'o ''RBOR/SIP03 3-15-03 PROJECT SHEET NO, S 4 0F;, � .4=75 79' L=178.44' =34.23' _ O.C. O.C. O.C. osp+ ig^ tq� �^ �� WNN �v I ; ^ ^^ NN +N �4•��-x'` 1280 I TOP OF CURB' i.36x O WEST SIDE i r 56, vc g 2• g N P1=1278.21 , 1266 1276 ! f M O! w N , F. wo A T wN w N N TOP OF MF 141 + N ' IN �Ttlt� O WEST SIDE E=74.& LA-f4�3.71' ... R O.C. O.C. �4� z ----1-- I 1266 �. 1280 FINISHED GRADE 0 m 8 o h ; `�+ �^ °a N� • n +°^° I 6' WIDE CONC. 19 SEE LANDSCAPE PLANS �G 2• � _+ N N N G� 10V A w « e -� 1 _---_-_ -_-_ ?66" , - -=f------ -- 1278 - - --- --- ___�___ _ A .--� ` I 4 oz M I h11 G� 1255.41 TCall 'mss oil t� �icV H 2 CF TN TOP OF ME`DIAV R + I ENHANCED PAVING PER 0 EAST SIDE L=74. l=(36.83' P1=1278.?1 �4 00 - LANDSCAPE PLANS ' is�• �''so' 1 X66 � O.C. D.C. 1.�� 1.54x 4.00 ` I �r,9�� ���sr,�c,�• �sss�� $ TOP of CURB _ . , � w 4 V 1 EAST SIDE _ _ - N . >� 1274 _: _ _ I w I �°O '^N ^� iN-NN + + 1 ^ w �^f� NwA NN } • A �+ E7 A Nw , 266 i +N I 04 C. O.C. O.C. O.C. �..i �g } j I I 5' 23' 1RANSITION 6" TO 0" CF 04 PROFILE SCALES I HORIZ. 1"=40' E I ' i VERT. 1"=8' 1 i t I � f 17 18 19 PLAN SCALE 20 21 22 23 24 . I 1 =40 1 � EXIST. SD-�� _ z I DETAIL - RAMP @MEDIAN NOSE SCALE 1"=40' N b y rT�r\C r 1\10, -163, 70 �i N _ r _ - SCALE : 1'=20' 1J-3J0 `3 DAnIGW C IT I ., _ N ZZ 0 4 �' o , 5 ti �, _ , - STREET � 2 1 cep I LANDSCAPE AREA LANDSCAPE AREA R=20' S' 23' TRANSITION v i �1> >�8 00� v► i I N o1 �� I 8" TO 0" ai 0.5' 10' 0.5' N •4' E ?�j1�/ _. 20' 20' 4 6 -, _C,0 \ 4 hh 60 kh -- -- EN A E p D 6• ENHANCED PAVING PER hh�` OF RAMP \� �h ! 1 ti �, LANDSCAPE PLANS �`L Q D to 4 l��" 9� N lv WALK 1.50z -- � N 17843' W 9 1166.15' 1 12 \ _ ao �-�`�� 0.40% s 4.0% 614.68' s - 1 1 >17 ti Na 1\ \ 1���a 3R ES LLJ 2 ��>>6j}c 9 �L����9`� °p CONCRETE CURB ONLY 95 c� Z cA x`L�` ; 1� F '2 NIL ,� HEIGHT VARIES 8" TO 0" CF CONCRETE BAND WI \ti�6h� 1 5 2 ��� 1 tik Q� 12 N SEE LANDSCAPE PLANS 1277.22 Tc A \ 1276.55 FL s__1T_ SECTION SECTION B A - - - - - - - - - - - -- -a _ -__- - --- - - - -- - - - - - - - - - - _ TC _ _ -16-37-1 � _ SCALE : /"=10' - 1274. G J 4 4 HORIz 1276.69 T N ^ �' r R 1�r r J\10, J, 11 VERT 1"=2' 74.21 H- � T r .� ► + ;, l ,�� �o O 2 s 5 76.02 N � H �� IN Q ' 10 /, ��� 1, EXIT SD 11 5 CITY OF RANCHO CUCAMONGA ARBOR LANE. PARKWAY pR��E STREET WROVEMENT PLANS FOR Q�OFESS1pN ARBOR LANE CONSTRUCTION NOTES ��oQ�\`c C, yp��yc> CURVE TABLE CO Y FACS L, �' No. 20596 rr' m O1 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PLAN 104. ® INSTALL 2'X4' REDWOOD HEADER A LIMIT OF AC. PAVEMENT. A 40-57 'S7' 1 06R 00 ' 75L79 ' 3976 0 ' * Exp. 9-30-05 * DISTRICT 2001-01B 20 CONSTRUCT Al-8 CURB do GUTTER PER CITY STD. PLAN 104. 09 INSTALL WOOD BARRICADE PER CITY STD. PLAN 131-A B 113-35 '49' 90 . 00 ' 178 . 44 ' 137 . 53 ' `1F �P C 72°37 '52' 27 . 00 ' 34 . 23 ' 19 . 84 ' APPROVED BY DATE: j Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PLAN 103. 10 CONSTRUCT DRIVEWAY APPROACH do SIDEWALK PER CITY D 41 -56 '37' 1 0 2 . 0 0 ' 74 . 6 7 ' 39 . 1 0 ' CITY ENGINEER T 1 RCE N 0 24953 STD. PL. 101 TYPE C; W=35' O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 do 103. E 263-52 '44- 62 . 0 0 ' 285 . 54 ' 69 . 0 0 ' DESIGN MORSE 17220It."A,, RECOMMENDED 11 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307. F 61 -55 ' 11 ' 27 . 0 0 ' 29 . 18 ' 16 . 2 0 ' CITY OF RANCHO CUCAMONGA �,,� R.C. DOIKICH r.l" CA"614 OBENCHMARK N0. 10051, ELEV.: 1300.686 _ • �,.9„-:s1-ee21 05 CONSTRUCT 6' A.C. PAVEMENT OVER 6" AB. MINIMUM. (CASE AS SHOWN ON PLAN) G 23- 18 '21 - 90 . 00 ' 36 . 61 ' 18 . 56 ' SET 2" BRASS DISK IN CONC. CURB , © CONSTRUCT A 2-6 CURB aC GUTTER PER CITY STD. 104 12 CONSTRUCT S" TO 6' TRANSITION CURB dC GUTTER H 71 -58 ' 10' 15 . 00 ' 18 . 84 ' 1 0 . 89 ' STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN SCHUL12 FAX: 919-251-0516 SHEET O I 43°31 ' 07' 90 . 00 ' 68 : 36 ' 35 : 92 ' 10051 1987' AT THE NORTHWEST CORNER OF D.L. P HERS ENGINEERS SURVEYORS c O7 INSTALL 9500 LUMENS STREET LIGHTBASE LINE ROAD AND SWANSON PLACE 0.25 OF 6 J 41 -56 ' 06' 102 . 0 0 ' 74 , 65 ' 39 . 09 ' MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. -- E NO _ APPROVED: OF CURB RETURN. DATE 3•l 'U FILE NO 9011/1M0A,NS/ABOR/SIP04 3-15-03 PROJECT SHEET NO. 65 OF `14 STREET, STORM DRAIN, STRIPING & SIGNALIZATION IMPROVEMENT PLAN PROJECT SITE BASELINE RD. BASE LINE RO'.. AD CHURCH ST. wz wo UZ J Q T m QU � COMMUNITY FACILITI S DIST ICT 2001111111111111111111111 01 FOOTHILL BLVD. IN THE CITY OF RANCHO CUCAMONGA ARROW RT. Q Z Q Q Z W Z i Y 3 4TH ST. FOUND f x C, UP 0.2', NO REFERENCE. FITS RECORD LOCATION OF NE CORNER SECTION 5, TIS, R6W AS SHOWN ON P.M. NO. 15641, P.M.B. 192/93-100, 2" x 4" IS NORTH 60.00' AND EAST 100.00' FROM FOUND 1' I.P. TAGGED 'S.B.CO. SUW, FLUSH, PER P.M. NO. 15641. INDEX MAP DAY CREEK DURNESS SAN CARMELA SCALE 1"-200' � BOULEVARD TRACT NO. VICTORIA PLACE COURT 15875-1 SELF PARCEL /MAP s STORAGE I TRACT NO. 15766 NO. 11838 FOUND 1' I.P. TAGGED *LS 4430', FLUSH, NO REFERENCE, MONUMENT 1 T VICTORIA- IS 0.05' SOUTHERLY OF CENTERLINE OF BASEUNE ROAD. MONUMENT IS ROA� ` N 8(739'28" W 8.44' FROM CENTERUNE INTERSECTION. NOT ACCEPTED. GENERAL NOTES -- - BASE LINE_ - - - 3 - - -�_� � PARK LANE VICIMTY MAP _ _-_-_ __ -- - -- !-�, SWANSON NOT TO SCALE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,THE CIT`(OF RANCHO \ \ PLACE CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 4 \, A.P.M. A.P.M. PARCEL MAP CONSTRUCTION-1997 EDITION. INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. FOUND SP E AND WASHER TAGGED "RCE 14814", FLUSH, PER TRACT 3 227-111-33 227-1TI-01 NO. 13502 CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO N0, 1587 1, M.B. 273/77-83. MONUMENT IS S 0.11' OF CENTERLINE P.N. 227-111-27 THESE STANDARDS AND SPECIFICATIONS. INTERSECT N OF BASELINE ROAD AND DAY CREEK BOULEVARD. FOUND SPIKE AND WASHER STAMPED -LS 4693', FLUSH, PER P.M. N0. --- �' 2SOUTHERN I 15641, P.M.B. 192/93-100; TRACT NO. 15766, M.B. 271/8-11 AND - -�--- ------ ---- . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND,TELEPHONE OR POWER POLES,WATER CALIFORNIA R.S. 68/73. ACCEPTED AS THEN 1/4 CORNER OF SECTION 5, TIS, R6W. METERS,VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE EDISON1 RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO 1 1my PARCEL PARCEL PARCEL • CORRIDOR PARCEL MAP COST TO THE CITY OF RANCHO CUCAMONGA. PARCEL MAP NO. 1 NO. 15641 � I Ib1AP NO A.P.N. MAP NO 5 REAP N L TRACT NO. FOUND 1 I.P. TAGGED LS 4430•, FLUSH, PER P.M. NO. 15641, P.M.B. 192/93-100; 15641 227-171-21 15641 I A.P.N. 227-171-19 15641 15947 AND TRACT NO. 15947, M.B. 279/34-35. ACCEPTED AS CENTERUNE INTERSECTION OF 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH BASEUNE ROAD AND SWANSON PLACE. THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES FOUND 1 1/7' HEX BAR WITH PUNCH MARK, DOWN 0.3', NO FOUND 1" I.P. TAGGED 'LS 4430', FLUSH, PER P.M. RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS.WHETHER OR NOT SUCH REFERENCE. FITS LOCATION OF INTERSECTION OF OLD CENTERUNE NO. 15641, P.M.B. 192/93-100; AND TRACT NO. 15947, FACILITIES ARE SHOWN ON THESE PLANS. OF BASELINE ROAD AND N-S QUARTER SECTION LINE. M.B. 279/34-35. ACCEPTED AS B.C. IN CENTERLINE OF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, BASEUNE ROAD. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY SHEET INDEX NOTES LEGEND CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES 1 -TITLE SHEET/INDEX MAP 03 TYPE 15 POLE PER PLAN NO.7126 O STREET IMPROVEMENT SHEET INDEX NUMBER TC TOP OF CURB SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB ® TYPE 29-5-80 SIGNAL POLE PER PLAN NO. GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS, ADDITIONAL PAVING STAKES 2 TYPICAL STREET SECTIONSIDRIVEWAY DETAIL ® STORM DRAIN IMPROVEMENT SHEET INDEX NUMBER FS FINISH SURFACE MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ❑5 LIMITS OF GRADING.2:1 SLOPE 3-STREET IMPROVEMENT PLAN(STA.76+56.01 TO STA.85+50.00) 6 EXISTING GRADING PER VICTORIA ARBORS ROUGH GRADING PLANSIGNING&STRIPING IMPROVEMENT SHEET INDEX NUMBER FL FLOW LINE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 6. ALL SEWER.WATER,ELECTRIC,GAS.PHONE OR OTHER UTILITY LATERALS.MAINS.OR STORM DRAIN PLAN LATERAL'A'(STA. 10+20.34 TO STA. 10+79.28) 9 O CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. a EXISTING FIBER OPTIC CONDUIT 4-STREET IMPROVEMENT PLAN(STA.85+50.000 TO STA.96+50.00) 50 CONSTRUCTION ITEM EC EDGE OF CONCRETE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION,TRENCH BACKFILL.COMPACTING ® REMOVE AND RELOCATE EXISTING CABLE VAULT PER DRY UTILITY PLAN SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OFBEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE 5-STREET IMPROVEMENT PLAN(STA.96+50.000 TO STA. 102+85.28) F9 REMOVE EXISTING POWER POLE PER DRY UTILITY PLAN Q NOTE FG FINISH GRADE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE STORM DRAIN PROFILE LATERAL'A'(STA. 10+20.34 TO STA. 10+79.28) TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON MATERIALS AND/OR SURFACING. 10 REMOVE EXISTING STREET LIGHT FROM POWER POLE PER DRY UTILITY PLAN PROPOSED STREET LIGHT THESE PLANS. 6-SIGNING&STRIPING PLAN(STA.66+04.00 TO STA. 85+00.00) (POWER POLE PROTECT IN PLACE) ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED 8. AT THE COMPLETION OF PAVING,A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITYEXISTING STREET LIGHT TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE m ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL 7-SIGNING&STRIPING PLAN(STA.85+00.00 TO STA. 102+85.28) PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH o CONTENT AND GRADATION OF ASPHALT PAVING. FULL REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 9. PRIOR TO INSTALLATION OF ANY PAVING,A MATERIALS REPORT SHALL BE SUBMITTED TO THE EXISTING FULL SIGNALIZED INTERSECTION c CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, O THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S N SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH ~ CONSTRUCTION NOTES & ESTIMATED QUANTITIES REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION V 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN w TO DETERMINE STRUCTURAL SECTIONS&VERIFIED PRIOR PAVING. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE � 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY 26 REMOVE EXISTING CONCRETE ACCESS RAMP SF RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF MATERIAL,THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE # STREET IMPROVEMENTS UNIT THIS PROJECT, INCLUDING SAFETY OF AL PERSONS AND PROPERTY; THAT THIS vn ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 27 INSTALL 5'CURVILINEAR CONCRETE SIDEWALK PER CITY STD. DWG.N0. 103 SF REQUIRHOURS; AND THATMENT LTHEPPLY CONTRACTOR CONTINUOUSLY SHALL DEFEND, INDEMNIFY AND HOBE LIMITED TO LDATWORKING LLJ HE OWNER H GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 1. CONSTRUCT TYPE A2-8 CURB&GUTTER PER CITY STD.DWG, NO. 104 LF 28 REMOVE AND RELOCATE EXISTING STREET LIGHT EA AND THE ENGINEER HARMLESS FROM ANY AND AL LIABILITY, REAL OR ALLEGED, IN J CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE U 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE,A SOILS SERILANT REGISTERED2. CONSTRUCT 6.5'CONCRETE SIDEWALK PER CITY STD. DWG. N0. 103 SF 29 ADJUST EXISTING EDISON MANHOLE TO GRADE EA NEGLIGENCE OF THE OWNER OR ENGINEER. Q BY THE E.P.A. FOR USE UNDER A.C.AND P.C.C.SHALL BE UNIFORMLY APPLIED AT THE 31 REMOVE AND REPLACE ACIAB PAVEMENT IN KIND SF I- MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 3. CONSTRUCT 6'AC.OVER 6"AB. SF 4. SAWCUT&REMOVE EXISTING AC PAVEMENT(2'FROM EXISTING EDGE OF PAVEMENT) SF 32 REMOVE EXISTING CURB AND GUTTER LF 13. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH NOT SPECIFICALLY LISTED IN THE TRAFFIC SK3NAL NOTES z ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 5, CONSTRUCT BUS BAY PER CITY STD.DWG.NO. 119 SF 33 REMOVE EXISTING MASONRY WALL LF 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE 6. CONSTRUCT TYPE Al-8 CURB PER CITY STD. DWG. NO. 104 LF 34 INSTALL TYPE 29-5-80 SIGNAL POLE WITH FUTURE 50'SIGNAL MAST ARM AND PRESENT 15'LUMINARIES EA 1. ALL TRAFFIC SIGNAL AND SAFI TY LIGHTING SYSTEMS WORK SHALL CONFORM TO THE JULY 1992 EDITION OF THE O ARM-INSTALL PLATE OVER FUTURE MAST ARM FLANGE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, THESE PLANS AND THE SPECIAL PROVISIONS FOR THIS WORK. CONSTRUCTED AT EACH INTERSECTION. 7. REMOVE AND RELOCATE EXISTING WINERY SIGN AS NEEDED EA V 90 INSTALL TYPE 15 POLE WITH 200 WATT HPSV LUMINARIES WITH 15'MAST ARM EA 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFICATIONS, TRAFFIC MANUAL 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE RESPONSIBILITY FOR THE CORRECTION OF 8, CONSTRUCT RIGHT TURN LANE PER CITY STD. DWG. NO. 119 SF MAINTENANCE MANUAL AND STANDARD SPECIFICATIONS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. Q ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED 91 INSTALL 3"GALVANIZED IRON CONDUIT WITH 2 NO. 10 CONDUCTORS LF REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. p PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 9. REMOVE EXISTING MEDIAN CURB LF of 92 INSTALL 2"GALVANIZED IRON CONDUIT WITH 2 N0. 10 CONDUCTORS LF 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER THE LATEST EDITION OF THE W 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT,CLEAN,HAZARD FREE, ORDERLY 10. REMOVE EXISTING AC BERM LF 93 INSTALL CONCRETE PULL BOX N0.S PER CALTRANS STD. DWG.N0.ES-8 EA STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. Z_ STATE,THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE 8' 11. INSTALL 9500 LUMENS HPSV STREET LIGHT WITH MAST ARM EA -� INSPECTOR. 94 INSTALL CONCRETE PULL BOX NO.6 PER CALTRANS STD. DWG.NO.ES-8 EA 4. LOCATE AL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OBSTRUCTIONS. W 12. CONSTRUCT 0.1'MIN. OVERLAY SF COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND Q 17 THE PLACEDAL OR SURFACE UNTIIL ALL UTILITIES ER OF ASPHALTIC AND UTILITY LATERALS WITHINOADWAY PAVEMENT THEE ROADWAY HAVESHALL NOT BE BEEN INSTALLED 13. ADJUST EXISTING EDISON VAULTS AND VENT PIPES TO GRADE EA # STORM DRAIN IMPROVEMENTS UNIT SERVICE ALERT AND CONCERNED UTILITY OWNERS 48 HOURS PRIOR TO STARTING CONSTRUCTION. m ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED,AND ALL UN 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT UNE LOCATIONS PRIOR TO FINAL PLACEMENT. ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE 14. CONSTRUCT COLD PLANE 5'WIDE BY 0.1'DEEP SF Z 35. REMOVE EXISTING TIMBER BULKHEAD EA SATISFACTION OF THE CITY ENGINEER. 15. REMOVE AC/CONCRETE RAMP PER CFD 2001-OIA(SEE PLAN FOR TYPE) EA 6. VEHICLE INDICATIONS SHALL 12-INCH LED, PUL BOXES MINIMUM NO. 5 AND CONDUIT MINIMUM 16. REMOVE EXISTING CHAIN LINK FENCE LF 36. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD.DWG. NO. 300 EA 2-INCH RIGID METAL EXCEPT AS SHOWN. a 37. CONSTRUCT LOCAL DEPRESSION,CASE"A" PER CITY STD. DWG.NO.307 EA 7. ELECTRICAL SERVICE SHALL BE 120/240 VOLT. PROVIDE METERED CIRCUIT BREAKER FOR SIGNALS (ONE 50 Z 17. INSTALL ACCESS RAMP PER CITY STD,DWG. NO. 102 EA AMP) AND IISNS (ONE 15 AMP) AND UNMETERED CIRCUIT BREAKERS FOR SAFETY UGHTING (ONE 30 AMP). W 38. INSTALL 18"RCP, 1350-D LF COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED TO ASSURE TIMELY PROVISION m 18. REMOVE AND RELOCATE EXISTING CHAIN LINK FENCE 0.5'BEHIND RNV LF W 39. INSTALL CONCRETE COLLAR PER CITY STD.DWG.NO. EA FOR ELECTRICAL SERVICE. SEE STANDARD PLAN 407. UTILITY CONTACT 19. REMOVE EXISTING GUARD RAIL LF 0 40. INSTALL CONCRETE BACK FILL LF 8. THE CONDUIT DETAIL IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE 20. REMOVE EXISTING GUARD POST EA CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS AND CONDUIT REQUIRED FOR a CONTACT ALL UTILITY COMPANIES AS REQUIRED,48 HOURS PRIOR TO EXCAVATION. 21. ADJUST FIRE HYDRANTS AND WATER VALVES TO GRADE EA # SIGNING & STRIPING IMPROVEMENTS UNIT THE INTENDED OPERATION AND FUTURE CONDITIONS. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818)969-7911 Z MR.BOB STALLINGS 22. ADJUST EXISTING FLAG POLE TO GRADE EA p FOR BASE LINE ROAD CONSTRUCTION SEE SHEET N0.8 23. INSTALL 6 CONCRETE SIDEWALK PER CITY STD. DWG. NO. 103 SF CITY OF RANCHO CUCAMONGA � GENERAL TELEPHONE 1-800-483-3000 24. CONSTRUCT DRIVEWAY APPROACH,TYPE"C"PER CITY STD.DWG. NO. 101 EA 25. INSTALL PCC CONCRETE ACCESS RAMP WITH HANDRAILS PER CITY STD. DWG.NO. SF Q TR SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. S EET STORM DRAIN STRIPING 8c SIGNALIZATION IMPROVEMENT PLAN Z 216 N.EUCLID AVENUE 1-800-427-2000 COMM. ONTARIO,CA 91762 DIAL TOLL FREE CUCAMONGA COUNTY WATER DISTRICT (909)987-2591 _ _ _ BASE LINE ROAD 06 9641 SAN BERNARDINO ROAD 1 800 422 4133 0 TITLE SHEET/INDEX MAP RANCHO CUCAMONGA.CA 91730 AT LDAYS a EAST TOMO METROPOLITAN WATER DISTRICT (909)593-7474 EXISTING SURVEY MONUMENTATION QR pFESS/ BEFOYOU COMMUNITY FACILITIES DISTRICT 2001 -01B F 700 N.MORENO AVENUE �Nq RE cf) LA VERNE,CA 91750 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S)THAT COULD BE DISTURBED BY C. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA THIS PROJECT.ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE �� � yo �� APPROVED BY DATE: `� z COMCAST (909)983 9895 DESCRIBED AS FOLLOWS: ;� �s CITY ENGINEER u+ RCE No 24953 1205 DUPONT STREET (PORTION OF RED HILL) No. 20596 �" m CITY OF RANCHO CUCAMONGA DESIGN Exp. 9-30-05 M,R:E ,,,2oRA�. RECOMMENDEDWift 350 o ONTARIO.CA 91762 oc _ * * BENCHMARK NO. 10051, ELEV.: 1300.686 C 3-� 03 s� CIVIL �P B.J.B.eJ B 4 DORICM k�M,CA9:611 MARKS CABLEVISION (909)987-6275 DATE - 9TF SET 2" BRASS DISK IN CONC. CURB Meic•:949-231-•621 - O 10808 FOOTHILL BLVD #120 909)880-0222 STANLEY C. M RCE NO 20596 CALIF DRAWN ' ft11Y12: FAX: 9492 -0316 SHEET STAMPED "CITY OF RANCHO CUCAMONGA BM RANCHO CUCAMONGA,CA 91730 1 10051 1987" AT THE NORTHWEST CORNER OF B.J.B. P L A E R S E N G I N E E R S s u R v E r o R s 1 co BASE LINE ROAD AND SWANSON PLACE 0.25 OF _ 9_ _ 1` MILES WEST OF ETIWANDA AVENUE, AT CHECKED _ 20596 DRAWING N0. W DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. �_ RCE NO APPROVED: OF CURB RETURN. DATE - -�� FILE NO I:\29011\IMPLANS\BASELINE\SIP-0l.dwg 3/27/03 PROJECT SHEET NO. SIB OF ' 4 " EXISTING EXISTING BASE LINE ROAD N'LY RINW I S'LY RNV 85' 76' TRACT 25' 60' 63' 13' PARCEL MAP f 0• �� '.. .�§�° N0. 15875 1N0. 15641 70 49' 6.5' - 8 i � 10' 4' 39' 10' - L2 2 2 PER SLOPE VICTORIA ARBORS ~ I co� 1, 0� if A • 12 .�� �'E' f 4 �s fi N 637'51 E 4.00' ° VAR. ' 1.7°�6 0 3.0% 2°� �- ROUGH GRADING PLAN STING PARCEL BOUNDARY "' f I gs -� I ' r ------------- ZG '. <j 66 EXISTING PARCEL BOUNDARY -_--- ---- __ __ ___ A PROPOSED R/W EXISTING 6 EXISTING PAVEMENT 4 3 6 4PAVEMENT PER BUS BAY PER PROPOSED SIDEWALK EASEMENT ___ _ NON-CURVILI EAR y MEANDERING SIV CFD 2001-01A CFD 2001-01A (1' BEHIND SW) PROP. EP 31 . SECTION "A-A" Z -_--- - -- - ------ -- ---- �" � 31 UXISTING EDGE STA. 76+45.62 TO STA. 79+00.00 EXISTING BUILDING 31 OF PAVEMENT BASE LINE ROAD LOOKING EAST 1307.65 EC 1.1 4 T1=9.0, R=72 6 NON-CURVILINEAR NTS 1 '6jp� 0.5 0.5% 2. 3% 1 REMOVE EXISTING RAIL LINES mct"STruC-T p>Ep C1�7 25 7' 4.5' S 1 6 CONFLICTING WITH PROPOSED STING EXISTING PcCGr_Ss vf14P (1307.72) i 31 SIDEWALK EXIT EXI RINW S'LY RNV STING 1 µ 'til D 2AILS DOOR - +� {'� L 5 SIGN ONLY - REMOVE WOOD POST N'LVAR. EC I R2 SIGN 156 31 4 EXISTING PAVEMENT b- 50�`cli �,� �Ro, VAR. VAR. 1 h• 50 � 50 13' VAR. 13' �� VICTORIA PARCEL MAP x.13 EC ;�, Z '�� 5��� , `���' REMOVE EXISTING VINES X 52 2% .5% SAWCUT LINE GUARD POSTS, TREES SELF STORAGE 40' VAR. VAR. NO. 15641 1� 2' VAR. VAR. AND OTHER CONFLICTING 2:1 SLOPE 3 N3 1.50% +�; 4, ' 6 1�5'�1l ITEMS WITHIN PAVEMENT �'A ' -- REMOVAL AREA. 2°� 12 3 °VAR. ° 1 27 �% PER VICTORIA ARBORS �SpS R5 i ; CONTRACTOR SHALL CONTACT 2% VAR. 2 0/o TO 3.0 k ROUGH GRADING PLAN CURVE TABLE 3 t APPROPRIATE CITY STAFF # R L_ T �c�c\\ I I`-- --- 4 REGARDING VINE REMOVAL EXISTING 5' EXISTING PAVEMENT 4 3 6 10 6 A 9 0 e 5 0 '33' 8 . 00 ' 12 , 68 ' 8 . 12 ' ,� �� I I AND TRELLIS ALTERATION. MEANDERING SNV ��5 ��` SAWCUT LINE SECTION "B-B" EXISTING EXISTING WOOD I STA. 79+00.00 TO STA. 82+00.00 EXISTING RAIL LINESPROTECTED IN PLACE EXISTING CONCRETE RAMP PROTECT IN PLACE BASE LINE ROAD LOOKING EAST I PROTECT IN PLACE T.L=9.0, R=72 I NTS I i DRIVEWAY DETAIL EXISTING EXISTING NTY RMW ( S'LY RNV 120' EXISTING PROPOSED 60' 60': NTY NTY R/NW S'LY RVAR. TRACT 13 4T 4T 13' VAR. VAR. NO. 15766 40' 14' 40' WINERY PARCEL MAP 13' VAR. 13' PARCEL MAP 7' T' NO. 11838 40' VAR. VAR. 5' NO. 15641 VAR. EXISTING BUILDING VAR. R. ; 2' VAR. 2% I 3 VAR. VAR. 1 1.5%TO 2.5% EXISTING MEDIAN CURB 1.7°/6 TO 3.5% -� _ EXISTING MEDIAN CURBEXISTING EP 2°,6 EXISTING CURB GUTTER VAR. (� 1 2°� -� _VAR. 0.8%TO 3.5% EXISTING 5' EXISTING PAVEMENT EXISTING MEDIAN CURB 27 MEANDERING SNV � 6 4 �„ EXISTING CURB&GUTTER EXISTING PAVEMENT EXISTING PAVEMENT 27 EXISTING 5' 3 SECTION "C-C" MEANDERING SNV 4 2:1 SLOPE PER ARBORS STA. 82+00.00 TO STA. 87+41 .75 SECTION "E-E" ROUGHCTORIA GRADING PLAN BASE LINE ROAD LOOKING EAST STA. 90+10.56 TO STA. 97+37.33 T.I.=9.0. R=72 NTS BASE LINE ROAD LOOKING EAST T.I.=9.0.R=72 m NTS 4 0 S' RMW' LY NLY RNV EXISTING EXISTING TPRPSE OOD cm N'LY RMW S'LY RNV I 131' U 85 I 60' �' 71' � TRACT 13' 60' 58' 2' TRACT 13' 4T 64' T PARCEL MAP p NO. 15875-1 40' 4' 1 61' NO. 15875-1 57' 50' 6.5' 0.5' NO. 15641 U) W_ 3' 4T 11' VAR. 10' 4' 40' 10' H 6.5' EXISTING EP V ' EXISTING BUILDING2% EXISTING CURB&GUTTER VAR. 2% Q �- VAR. I 2.0%TO 4.5% 2% 296 I 4 VAR -- r- VAR. __ _...._ r- 1.3%TO 3.0% � 2% 2 EXISTING 5' 10 6 ^ VARIES 1.5%TO 2.5% EXISTING PAVEMENT EXISTING MEDIAN CURB b 5 MEANDERING SNV 3 EXISTING T SIV 4 EXISTING CURB&GUTTER 2 2:1 SLOPE SECTION "F-F!" PER VICTORIA ARBORS 0 ROUGH GRADING PLAN SECTION "D-D" STA. 97+37.33 TO STA. 102+23.73 a STA. 87+41 .75 TO STA. 90+10.56 BASE LINE ROAD LOOKING EAST Ix 0 BASE LINE ROAD LOOKING EAST T1=9.0. R=72 NTS Z TI-NTS -72 CITY OF RANCHO CUCAMONGA W cn GRAPHIC SCALE STREET IMPROVEMENT PLAN m 40 0 20 40 80 160 BASE LINE ROAD LEGEND CONSTRUCTION NOTES _. W - - STREET SECTIONSORNEWAY DETAIL AC PAVEMENT REMOVAL AREA Ol CONSTRUCT TYPE A2-8 CURB&GUTTER PER CITY STD.DWG. NO. 104 ©5 INSTALL PCC CONCRETE ACCESS RAMP WITH HANDRAILS PER CITY O IN FEET ) AC PAVEMENT INSTALLATION AREA O2 CONSTRUCT 6.5'CONCRETE SIDEWALK PER CITY STD. DWG. NO. 103 STD.DWG. N0.602 Z 1 inch = 40 > . COMMUNITY FACILITIES DISTRICT 2001 -01 B AC PAVEMENT OVERLAY 0.1'MIN. O3 CONSTRUCT 6"AC OVER 6"AB. © REMOVE EXISTING CONCRETE ACCESS RAMP W © CONSTRUCT 5'CURVILINEAR CONCRETE SIDEWALK PER CITY STD.DWG.NO. 103 APPROVED BY DATE: ® SAWCUT&REMOVE EXISTING AC PAVEMENT(2'MIN.FROM EXISTING EDGE OF PAVEMENT) C I TY E N G I N E E R i�ll IZ U ' "� �� RCE No 24953 DIAL TOLL FREE 31 REMOVE AND REPLACE ACIAB PAVEMENT IN KIND O5 CONSTRUCT BUS BAY PER CITY STD.DWG. NO. 119 DESIGN _ z, Z ® INSTALL METAL SIGN POST PER CITY STD.DWG.N0. 130 CITY OF RANCHO CUCAMONGA RECOMMENDED �, M O R f F 17720 Redhill Ave. 1 -800-422-4133 © CONSTRUCT TYPE Al-8 CURB PER CITY STD. DWG. NO. 104 B.J.B. �""''S0 6rt� 0 50 INSTALL 8"SOLID WHITE CHANNELIZING LANE LINE PER CITY STD.DWG.NO. 133 BENCHMARK N0. 10051, ELEV.: 1300.686 .o R c M F..:,e,c�ndu SET 2" BRASS DISK IN CONC. CURB , , I �1 � V.;c 949-251-MSI V AT LEAST TIMO QAYS ® CONSTRUCT RIGHT TURN LANE PER CITY STD.DWG.N0. 119 STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN r scMuIt2 I": b9-2S1-0516 SHEET LJJ BEFORE YOU 53 REMOVE AND RELOCATE EXISTING SIGN AND POST(SEE PLAN FOR TYPE) = 10 REMOVE EXISTING AC BERM 10051 1987" AT THE NORTHWEST CORNER OF B.J.B. PLA ERS ENGINEERS S U R V E T O R S 2 9 � 66 INSTALL R1 SIGN PER CALTRANS STD. BASE LINE ROAD AND SWANSON PLACE 0.25 OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 12 CONSTRUCT 0.1'MIN.OVERLAY MILES WEST OF ETIWANDA AVENUE, AT CHECKED _ �, 20596 DRAWING NO. LW 6 STENCIL"STOP"AND STOP BAR PER CITY STD. CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH 17 RCE NO /Q� w © INSTALL6'CONCRETESIDEWALKPERCITYSTD.DWG.NO. 103 DESCRIPTION OF REVISION DATE APPROVED: OF CURB RETURN. S.C.M. DATE -� -G� FILE NO f�/ H U) I:\29011\IMPLANS\BASELINE\SIP-02dwg 3/27/03 PROJECT SHEET NO. OF �✓ s S F? N + N � ` so CD5(r vc (PI-1311.18) 40.33' 40.98' 40.67' 15.1 , S 0 80 m m O.C. O.C. O.C. O.C. PI-1309. s 80 9 C4 to C-4 4 8 Ile � � � � M �� •- m VNf a � 1A _ g SO gO C4 8r' -0.42x ^ ��• .- j W o S 8N M 8 ♦ � � ♦ v � ' � -0.52 -0.44% -0.60X _ 8 � � a -9 a7x + # _ TOP OF N'LY MEDWV CURB -1'22X -1.TTX ° 00 a+o 1310 -041% - &.--( -------- -_ __ _ -------- VC ____-- 1310 43.99' SO.O& 40.19' 113.97' 50' VC TOP OF EXIST. N'LY MEDU�i CURB pl '1311.12 c� c� 8 m �o O.C. O.C. O.C. O.C. PI=1309.16 . oho gN 8 80 8 rm 4.21' 45.79' ♦ �i to �i + N $ "S �i u? w O.C. W � 89 � m � �p M (fit s 8 o � S � cV � � �j SM � p p r7 .r r'? cy N 8 8 M ''� + + '� + r+' + A, 1 -0.4276 -0.52% N g °' g N o*'o a� '� °$ g ? -0.44% 0, _ _ _ �i N v- w 2.6676 TOP OF S' 076 LY ME" CURB -1.10X -O.a27� �D 'D �D 1_ � -0.5 1310 1310 52.44') (30•55') (3b•55') 3b.54' 57.51' 34.4d' 12J.80' 2.39' TOP OF S'LY MEDIAN CURB O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. TOP OF SlY MEDIAN CURB m . 50' VCOf CNI ~ .� � � M • S; CNIn � PI=1308.11c; In v i I O + �� � M ♦ M WOp C VS mmm i p ^ jzN 8 O M ^ ^ ^ � ♦ � M � W U t� p9- ON m ON r- 8 - d0 g cm N "' `4 ♦ 8 S ♦ p ' _» ,. M k ,I4 a/4 �/4 -� _ _ -0.47% +► a� gTR , y'i �S . g ^ .._ b �} .- + OD OD 1310 (-o.23x) (-0.52%) --- __ -o.e r -o.a1 40 + + E -0.84% _ +0.407% -o.r, 1310 8 g TOP of EXIST'. S'LY CURB 1.01X 9 � TOP OF S1Y CURB TOP OF S'LY CURB + n M ; PROFILE SCALES 1 s HORIZON. 1'=40' i E i VERTICAL 1"=4 1 75 76 77 78 79 80 81 82 83 84 85 PLAN SCALE CURVE TABLE DAY CREEK BOULEVARD NOTES 'NOTE: # A R L T CONTRACTOR TO VERIFY EXISTING D U RN E S S PLACE A 28°25 '31 ' 19 . 69 ' 9 , 77 ' 4 , 99 ' / I 6 EXISTING GRADING PER VICTORIA ARBORS ROUGH GRADING PLAN ELEVATIONS PRIOR TO START OF B 0° 06 '46' 7507 , 00 ' 14 . 78 ' 7 . 39 ' i 07 EXISTING FIBER OPTIC CONDUIT CONSTRUCTION I� d� I� t� i� 10 = o N 6 ' D 0°59 ' 08' 2000 , 00 ' 34 40 ' 17 , 20 ' , VICTORIA SELF STORAGE � � � ~ N TRACT NO. 157 66 30 1 30 TRACT NO. 15766 E 2-44 ' 18- 50 , 00 ' 2 . 39 ' 1 . 2 0 ' I \� TRACT NO, 15875-1 ( � 4 W z g am' 12' 18' 18' 12' F 2°48 '56' 7453 . 00 ' 366 . 26 ' 183 . 16 ' ' � I + �' oCO c G 2-21 '26' 7493 00 ' 308 . 28 ' 154 . 16 ' o I + I °O o o EXISTING 5' MEANDERING S/W 12' 10' INT. 83+95.43 BASE UNE ROAD H 3- 15 '54' 2000 , 0 0 ' 113 . 97 ' 57 , 00 ' Qo a a EXISTING 5' MEANDERING S/W a w o 10+00.00 00 DURNESS PLACE I 153° 11 '46' 1 . 00 , 2 . 67 ' 4 . 20 ' W o 14 I EXISTING 24' RCP STORM DRAIN „ &IGNTER URB ! J 12°37 ' 18' 183 . 08 ' 40 . 33 ' 20 . 25 ' i m � S K 12°43 '44' 183 . 08 ' 40 . 67 ' 20 . 42 ' w " L 3°49 ' 15' 7500 . 00 ' 500 . 15 ' 250 . 17 ' �, '�' N `` k9 4 z (1309.24 TC) STREET IMPROVEMENTS j EXISTING 8' VCP SEWER 4 r pq �" dbi11 E7(IS IAT fl 1 ` (1308.57 FS) $ PER PLAN N0. 7126 _, -__ -- -_ 1 . ._ /� _ a 10+20.34 _-, } �-EXISTING 48' RCP STORM DRAIN n z OF ,� 1310.53 TC 1 1b 35 ± EXISTING 36' RCP STORM DRAIN i 3 I Ejf1�71IVG DURA � 1314.16 FS � 1 to, 4 _ '\ + do GUTTER t T �o ,� n 1309.71 FS ;� 1 3 1309.26 TC 5' 1 13 EXISTING MEDIAN CURB z 2 - un � ,� 4s � 1308.59 FS /� _. .,� _ _ E- ' 1 EXISTING 41 CML & t� b i L _�-_ - N 8549'2 E _ - _____ 1312.33 1C � � � w G WATER UNE 131 t.68 YC � - _ � 1312.06 FS SAWCUT LINE 6 3 1311.01 FS $; _' _-- --�--- 10+34.05 BC _- 21 G 6 1310.58 TC 7 _ 3 Z w o _ 18 � N gg29'0� E 138,53' 1309.36 TC B 0 39 7 ;, g 1309.91 FS g i �i U) o N w(Vi1�EEll 4 `o © - - - H 21 1308.69 FS c� LAT. D 1309.54 TC 21 1 r 76 - - - ` -4? 1310.31 TC E ^L' 40 38 SEE PROF. SHT. 5 3 1 >G) F 2 i 19 0 __ ------ - 4 d=2942'24" -`�`- ------ - � 6 4 � 1309.64 FS 3 1308.95 TC 1308.93 TC �` 1346.87 FL C� 4 =_ --- - - - - 6 i 31 t.51 TC M ` > a t 308.26 R - R=90.00' L=32,53' �___-_- I 1 1310.00 TC > 1308.28 FL _ a _ � "' 6 3 1310.84 FS 1 - cn ;,, zr + (1310.30 TC) � 1309.33 FL __------ -_ __ -- _�_ r - Q � 10�t 66,40 EC - -- - - ---- __ _ 1312.37 TC ,n (1310.10) -- 1312.63 TC a A SAWCUT LINE < 13 010 * (1309.63 FL) _ -- EXISTING 12" CML & 1311.70 FS __ _- _- - -- - - vlc �. 10 3 - 1311.96 FS (1311.40 TC) ( ) 2 `- � _ - - - �1�- _ - - -� - g 7 1 S 13 18 4 21 W C WATER UNE 1310.43 - 1311.46 TC) 1310.73 Ft _ _ _ -- - - ; _ - - 37' EXISTING PARCEL N PROPOSED REL ATION OF � STREET IMPROVEMENTS (1310.79 FL) ( ) FL b _ - - �L ` _ _--`- - - - :`�' 'r' N EXISTING EDGE J PER CFD 1A _ O.C. BOUNDARY do R/W + EXISTING 12" CML do C WATER + + _ 16 c:� c� '6 c� OF PAVEMENT 'r' t� I,,, II - 6 11 a v �► c~n °� 00 WATER UNE PER SEPARATE PLAN W aO Q _ _ _ - 11 _, - - DS1110N P. + a i ., CFD 2001-01 B ti 1 15 2 C -- I I _ m f n 28' WIDTH11^ E 129.80' °n° 1� c0 '� o PROTECT EXISTING 11 11 11 a� I �a; _J �o w + N 8416 N co c-� CHAIN LINK FENCE WINERY Z 4 � cj \ - v C> > o v -� O.C. p + U N N w - �- 'I-' o bo C: n w I IN PLACE I ui o ^ ��'li oa'o o 6 J rn 11 WIDTHSmON : n ao +o ' 'y' v `�'o �`b N 8412'06" E 134.18 v �..� m 11 Z O SIDEWALK PER '� r` / � i� `� �J °� : � W V CFD 2001-01 A -�• / FUTURE BUS SHELTER o O O 36 BA SE L ROAD Q EXISTING PARCEL BOUNDARY + p° �°,�C�� MAP �O. 1 641 3 CITY OF RANCHO CUCAMONGA O PER PARCEL MAP NO. 15641 + co Ix CONSTRUCTION NOTES © CONSTRUCT CONCRETE CURVILINEAR SIDEWALK PER CITY STD.DWG N0. 103 LEGEND GRAPHIC SCALE STREET IMPROVEMENT PLAN "' z 40 0 20 40 80 160 -� O1 CONSTRUCT TYPE A2-8 CURB&GUTTER PER CITY STD. DWG.NO. 104 17 INSTALL ACCESS RAMP PER CITY STD.DWG.N0. 102 AC PAVEMENT REMOVAL AREA BASE LINE ROAD W 18 REMOVE&RELOCATE EXISTING CHAIN LINK FENCE 0.5'BEHIND R/W _ "Y cn 2O INSTALL 6.5'CONCRETE SIDEWALK PER CITY STD.DWG. N0. 103 AC PAVEMENT INSTALLATION AREA _ 130 CONSTRUCTO3 CONSTRUCT 6"AC. OVER 6"AB. 19 REMOVE EXISTING GUARD RAIL AC PAVEMENT OVERLAY 0.1'MIN. O ( IN FEET ) STA. 75+54.81 TO STA. 85+50.00 ® SAWCUT&REMOVE EXISTING AC PAVEMENT(2'MIN.FROM EXISTING EDGE OF PAVEMENT) Q REMOVE EXISTING GUARD POST Z 1 inch = 40 ft. COMMUNITY FACILITIES DISTRICT 2001 -01 B � © CONSTRUCT TYPE Al-8 CURB PER CITY STD.DWG.NO. 104 21 ADJUST FIRE HYDRANTS AND WATER VALVES TO GRADE 0- APPROVED INSTALL 6'CONCRETE SIDEWALK PER CITY STD.DWG.NO. 103 A P P R 0 V E D B Y DATE: F-- ' REMOVE EXISTING AC BERM © - Z CITY ENGINEER ! : erg RCE NO 24953 W DIAL TOLL FREE 11 INSTALL 9500 LUMENS HPSV STREET LIGHT WITH F MAST ARM 35 REMOVE EXISTING TIMBER BULKHEAD m O 36 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. DWG.NO. CITY OF RANCHO CUCAMONGA DESIGN Mo.:[ 173"Red67nA- RECOMMENDED W 1 -800-422-4133 12 CONSTRUCT 0.1'MIN. OVERLAY O B.J.B. Swift 350 O e BENCHMARK N0. 10051, ELEV.: 1300.686 9 o R I C M Ir0m,CA 92614 �y AT LEAST TrMO DAYS 13 ADJUST EXISTING EDISON VAULTS&VENT PIPES TO GRADE 3Q CONSTRUCT LOCAL DEPRESSION,CASE"A" PER CITY STD. DWG. NO. 307 SET 2" BRASS DISK IN CONC. CURB Vi-9/9-251-Ml w BEFORE YOU OIG 14 CONSTRUCT COLD PLANE 5'WIDE BY 0.1'DEEP 38 INSTALL 18"RCP. 1350-D STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN ` � I -' :cMuiT: FAX: 919Q51-0816 SHEET a 10051 1987' AT THE NORTHWEST CORNER OF B.J.B. P l A E R S ENGINEERSSURVEYORS n c 15 REMOVE EXISTING AC RAMP 39 INSTALL CONCRETE COLLAR PER CITY STD.DWG.NO. BASE LINE ROAD AND SWANSON PLACE 0.25 OF W UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. W 16 REMOVE EXISTING CHAIN LINK FENCE ® INSTALL CONCRETE BACK FILL DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. _ RCE NO ? w APPROVED: OF CURB RETURN. DATE -�7-G� FILE NO ��T H to I:\29011\IMPLANS\BASELINE\SIP-03.dwg 3/27/03 PROJECT SHEET NO. COy OF,j �4 TRAFFIC SIGNAL SAN CARMELA CT. EXISTING STREET LIGHT'S TO BE REMOVED PER CONSTRUCTION NOTES PLAN No. 7126 ® INSTALL TYPE 29-5-80 SIGNAL POLE WITH FUTURE 50'SIGNAL MAST ARM ! 3 AND PRESENT 15'LUM.ARM-INSTALL PLATE OVER FUTURE MAST ARM FLANGE 90 INSTALL TYPE 15 POLE WITH 200 WATT HPSV LUMINARIES WITH 15'MAST ARM # c � • $ 20.25' 91 INSTALL 3'GALVANIZED IRON CONDUIT WITH 2 NO. 10 CONDUCTORS '. o S $ g O.C. @ INSTALL 2w GALVANIZED IRON CONDUIT WITH 2 NO.10 CONDUCTORS BASE UNE ROAD 9 T $ $ t� $ g 9© INSTALL CONCRETE PULL BOX NO.5 PER CALTRANS STD.DWG. NO.ES-8 r 40 + ^ g M r N 1A pg °oS O x 94 INSTALL CONCRETE PULL BOX NO.6 PER CALTRANS STD.DWG. NO.ES-8 r- + ^O a� l� nWV r ao + r + ° Ec $ z&> CONNECT TO EXISTING a r r + o $ CONDUIT PER DWG. NO.-= 72 r STA 88+91.99 0 91 1309 _ _ •5 O TOP OF D(ISTiNG ECR --- -" -6 0 N'LY MEDIAN CURB - 9 9 - � 94 � 30.114' 30.41' 30.14' ♦ S $ O.C. O.C. O.C. 0 8 9 $ M g $ °� $ W � $ 9 91 r r SCALE 1"=40' Q •• ap nW °' $ ^00 p � $ N � WINERY ` r N $ r to O WW + TRAFFIC SIGNAL CONDUIT DETAIL � W -0.617L ' _ _ _.,__. _ ; 1 1309 - Z � � -o.55x E � TOP OF SLY .EI PI=1308.60 MEDIAN CURB 31.06' 39.58' 25' PARTIAL VC $ .r $ $ O.C. O.C. PI=1307.09 O F- N 8 8 m3s.5r a2.4s s .>fr Q N $ �, �' O.C. O.C. O.C. + V_ $ ' + rn c ^ ^ a° $ co $ ♦ 0 50' VC 108.28' O.C. a -0 � r $ M + � $ mt° g $ P1=1303.38 Q o _. + r + M O p �p N ap p� N $ � W r r M 'f g r -0.7T� -0.277 a°°o a' C4 . OD 1307 TOP OF S'LY GARB •4071 $ $ �i `�' $ NN �' r � W r r 40 s 59 Z 0.837[ -0.833 $ r �. 1.1070 0.40X J TOP OF S'LY CURB -0. -0.64% TOP OF S'LY CURB REV Q PROFILE SCALES aw- � HORIZON. 1"=40' VERTICAL 1"=4' C L J 86 87 88 89 90 91 92 93 94 95 96 PLAN SCALE CURVE TABLE LEGEND # R L T 0 AC PAVEMENT REMOVAL AREA ELA COURT EXISTING STREET LIGHTS CONTRACTOR TO VERIFY EXISTING • A 21 ' 02 '42' 8 4 . 57 ' 31 . 06 ' 15 , 71 ' AC PAVEMENT INSTALLATION AREA g pN C ARM TO BE REMOVED PER ELEVATIONS PRIOR TO START OF w B 20- 02 ' 18' 84 , 57 ' 29 , 58 ' 14 , 94 ' AC PAVEMENT OVERLAY 0.1'MIN. 6 ' ��. PLAN NO. 7126 CONSTRUCTION EXISTING 6' I EXISTING C 4-57 '29- 1742 . 00 150 , 74 / 75 . 4 22, 22 MEANDERING S/W D 168-33 '44- 1 , 00 , 2 , 94 ' 9 . 99 ' C. INT. 89+49.88 BASE LINE ROAD DRIVEWAY NOTES >> = 10+00.00 SAN CARMELA COURT EXISTING CURB STREET IMPROVEMENTS PARCEL MAP N®w 11938 E 5-44 '20- 1753 0 0 175 58 87 86 • PER PLAN N0. 13fi6 • t INT. 89+89.94 BASE LINE ROAD AND GUTTER F 9°34 '51 ' 1432 , 68 ' 239 , 57 ' 120 , 07 ' O -a a, i _ __ 03 TYPE 15 POLE PER PLAN NO.7126 10+00.00 DRIVEWAY G 4°52 ' 38- 1 0 0 0 , 00 ' 85 , 12 ' 42 , 59 ' n o o M r,, C) 04 TYPE 29-5-80 SIGNAL POLE PER PLAN H 6-28 ' 19' 1854 , 00 ' 209 . 42 ' 1 04 , 82 ' v' O NO.7126 I 21 °42 ' 19' 1800 , 00 ' 681 . 89 ' 345 , 08 ' J 21 -57 ' 13' 1800 , 00 ' 689 . 69 ' 349 . 13 _ ._. LIMITS OF GRADING,2:1 SLOPE �p . K 3°4 2 '21 ' 1803 . 00 ' 1 16 . 62 ' 5 8 , 3 3 ' TRACT w®° 15766 , _ EXISTING 48` RCP EXISTING ELEVATED i� `.'� a EXISTING GRADING PER VICTORIA L 9-28 '41 ' 182 19 ' 3 0 14 ' 15 , 1 0 ' J �' - ARBORS GRADING PLAN EXISTING ��® � STORM DRAIN EXISTING 5 MEDIAN CURB MEDIAN 10 REMOVE EXISTING STREET LIGHT FROM M 12° 01 '47' 96 . 44 ' 20 - 25 ' 1 0 , 16 ' MEANDERING S 92 93 /W . - 116 3 14 _ r�_ EXISTING POWER POLE PER DRY UTILITY PLAN EXISTING CURB 1130777 TC 3t 'o _ --- - +--- ---- --+------ _ ,� a._ (1307.10 FS} 1307.63 TC - _ CML do C4WATER UNE I O (POWER POLE PROTECT IN PLACE) AND GUTTER --- +-- t �- -+- _ 95 STREET IMPROVEMENTS M Qv�' 1306.96 1 �--+ r,,1 EXISTING EDGE ;'�"-- LINE �__- 4 _ �. z PER PLAN N0. 7126 ds -'- _ ;, 4 OF PAVEMENT 3 21 SAWCUT LINE -----_ _-- -� _ w CO 96 SAWCUT LINE 4 > ��� �- w Q' -� SAWCUT UNE ----------J 3 a 3 EXISTING 12• CML do C WATER LINE Z'J _ 4 EXISTING 8" m o w ci 21 21 - ----- - - -- ---- 1304.94 TC > i+� I N o i + n w_ , _ 1 1302.84 TC W w o VCP SEWER �`, N o _ g 3 �`' 4 E 33 3 F 11303.87 fl 33 1 33 -- __t302.17_F_L EXISTING PARCEL BOUNDARY Z w N 1307.81 TC `__ 0 - 6 Z 1307.14 P5 lm 7 �� 0 0 --- _-.-- - -- - - 11 - --- PROPOSED R/W � V � 21 3X ..� - - --- 4 1302.59 TC ------------- 10 6 10 oor� O� )� _ _ _ - _- -- -_ - _ _-- _ 1302.25 TC ------- ----- �� �' L �' K o a, 4 n N _ _ 90' z _- 1301.92 fl 1301.58 FL 3 1 _ Cn ~_ 1 1308.45 TC y o_ -+ - _- 4 -- - _ _ H N g1 -� 1308.61 TC �' ' ' - _ - O.C. ` Cn - 1307.94 FS 1307.78 FS 3 C _= - PROTECT EXISTING P.I.V., DOUBLE 5 � -- - - _ ` 11 LU g �' ,- 1308.79 TC 1306.25 _ = i '" 7 DETECTOR CHECK VALVE, o o c� 33 ~ W -' �► 8g�>�'26`i 1308.98 TC 1308.12 FS A FL s`_ - - 0 SIAMESE VALVE AND FIRE 5 + Q_ Z N _i 21 HYDRANT IN PLACE + a, WIDTH ON J L 1308.31 FS .$ _ � Q, �ASITI � V m 1307.46 TC 9 .. --" 35 co e e W N6T1?'43" I ^ co __ Q 1309.16 IC 4 ';� ''' 2 r^ o A.P.N. 11 • W 62.43 I 6 'r. c. i Z , 1306.79 FL _- ,0 17 17.5' aa!/ 1U a1 .0 U 00 m 1308.49 FS SIDEWALK EASEMENT o m t + a A � N� 21 B 2 • EXISTING EDGE ` - I -_ 6 i o • OF PAVEMENT , \ m m w g --___ L--- 11 3E w , (2X��0 `� o v� 1 `� W :E 3 � g � � N � ; _ BASE LINE ROAD- �, 0PROTECT EXISTING N �' �' o EXISTING BLDG. n a� Z �- V rn WINERY BARREL -' ` N `� r r o � -! 10 IN PLACE " " w 3 o - EXISTING PARCEL ,i CITY OF RANCHO CUCAMONGA o EXISTING EDGE z ac •�� BOUNDARY do R/W o OF PAVEMENT WINERY OD STREET IMPROVEMENT PLAN Z p GRAPHIC SCALEto J " CONSTRUCTION NOTES 4 40 0 20 4o so Iso BASE LINE ROAD "' x _ EXISTING BLDG. <>,; _ ` m Ol CONSTRUCT TYPE A2-8 CURB&GUTTER PER CITY STD.DWG. NO. 104 13 ADJUST EXISTING EDISON VAULTS&VENT PIPES TO GRADE ( IN FEET ) STA. 85+50.00 TO STA. 96+50.00 O INSTALL 6.5'CONCRETE SIDEWALK PER CITY STD DWG.NO. 103 14 CONSTRUCT COLD PLANE 5'WIDE BY 0.1'DEEP Z 1 inch = 40 ft. O3 CONSTRUCT 6"AC.OVER 6'AB. �0 REMOVE EXISTING GUARD POST COMMUNITY FACILITIES DISTRICT 2001 -01 B g a SAWCUT&REMOVE EXISTING AC PAVEMENT(2'FROM EXISTING EDGE OF PAVEMENT) 21 ADJUST FIRE HYDRANTS AND WATER VALVES TO GRADE APPROVED BY DATE: CITY ENGINEER 6 �Z, �� RCE NO 24953 w DIAL TOLL FREE © CONSTRUCT TYPE A1-8 CURB PER CITY STD. DWG.NO. 104 �2 ADJUST EXISTING FLAG POLE TO GRADE 2 7O REMOVE AND RELOCATE EXISTING WINERY SIGN AS NEEDED �3 INSTALL 6'CONCRETE SIDEWALK PER CITY STD DWG.N0. 103 CITY OF RANCHO CUCAMONGA DESIGN MORSE 17320R.AiNA- RECOMMENDED W 1 -800-422-4133 BENCHMARK NO. 10051, ELEV.: 1300.686 B.J.B. �"''�° and o' • ® CONSTRUCT RIGHT TURN LANE PER CITY STD. DWG. NO. 119 ® CONSTRUCT DRIVEWAY APPROACH.TYPE'C'PER CITY STD, DWG.NO. 101 'o R c M V k.- 4 nb,. AT LEAST Two DAYS SET 2" BRASS DISK IN CONC. CURB DRAWN ''• :5,-.n, SHEET a STAMPED "CITY OF RANCHO CUCAMONGA BM 4th diol BEFORE YOU DIG O REMOVE EXISTING MEDIAN CURB © INSTALL 6 CURVILINEAR CONCRETE SIDEWALK PER CITY STD DWG. NO. 103 �- :c x u c r z wu: wvasi-0516 � 10051 1987' AT THE NORTHWEST CORNER OF B.J.B. P E A E R S ENGINEERS SURVEYORS n 10 REMOVE EXISTING AC BERM 129 ADJUST EXISTING EDISON MANHOLE TO GRADE BASE LINE ROAD AND SWANSON PLACE 0.25 OF 9 W UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MILES WEST OF ETIWANDA AVENUE, AT CHECKED DRAWING N0. 11 INSTALL 9500 LUMENS HPSV STREET LIGHT WITH 8'MAST ARM 33 REMOVE EXISTING MASONRY WALL DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M - _-� -GS RCE NO 20596 W O O APPROVED: OF CURB RETURN. DATE -� , FILE NO I� E I:\29011\IMPLANS\BASELINE\SIP-04.dwg 3/27/03 PROJECT SHEET NO. Co I OF j � yYW t I - + v,o8 + o 8 + 1' ••� �5 + 9 '13'10 148.05' O.C. 58.94' O.C. 29.09' .32.08' 33.01' 58.45 _ OVER PIPE SURFACE g'4 O.C. O.C. O.C. O.C. m �? 6 B BACK FILL KLIE g $ \ �4 y4 �Y4 �4 y4 �4 oo °� r te`! � N _ ao ao + $ + g $ a' a��• �i � � Q Co M � t � 11 °N' p� OD o iii 1 1 5-0.0040 + � � M � � + � $ 8 S�.3000 � � 9 + + � !1 r +0.41)76 +0.18% +0.177r +0:40% -0.64 72% �+0.697L =0.0040 1!I I I z +0.40X +0. . 300 ; ; _ _ TOP OF SlY CURB TAN=+2.1 ix _ TOP OF S"LY CURB .'rte• �� _. '1300 � TAN= 1.1276 w CL to RaJ t C7 + s + � INSTALL 54.24 1 RCP 1350-D ` { LAT. SEE PLAN SHT. 0. 3 'NOTE: ; j CONTRACTOR TO VERIFY EXISTING s j ELEVATIONS PRIOR TO START OF ' CONSTRUCTION 1 i 1 t f i i i 1 I i } . r 97 98 99 100 101 102 103 10 W CONSTRUCTION NOTES z o � VICTORIA PARK LANE LEGEND O1 CONSTRUCT TYPE A2-8 CURB&GUTTER PER CITY STD. DWG.N0. 104 Z `NOTE: Z ' w CONTRACTOR TO VERIFY EXISTING O2 CONSTRUCT 6.5'CONCRETE SIDEWALK PER CITY STD. DWG. NO. 103 a g AC PAVEMENT REMOVAL AREA N o ELEVATIONS PRIOR TO START OF O3 CONSTRUCT 6'AC.OVER 6"AB. PARCEL MAP lK � °� u CONSTRUCTION 0 AC PAVEMENT INSTALLATION AREA �,� 5 ® SAWCUT&REMOVE EXISTING AC PAVEMENT(r MIN.FROM EXISTING EDGE OF PAVEMENT) O 1 Q � o O5 CONSTRUCT BUS BAY PER CITY STD. DWG. NO. 119 m I rn ^ I © CONSTRUCT TYPE A1-8 CURB PER CITY STD.DWG.NO. 104 REMOVE EXISTING MEDIAN CURB A.P.N. I A.P.H. I PARCEL MAP 11 INSTALL 9500 LUMENS HPSV STREET LIGHT WITH 8'MAST ARM rn II 227-111-33 u 227-111-01 ®� '��®� 15 REMOVE EXISTING CONCRETE RAMP / Oo z + I EXISTING 6 © INSTALL 5 CURVILINEAR CONCRETE SIDEWALK PER CITY STD.DWG.NO. 103 Q 2 � I�, MEANDERING S/W EXISTING CURB EXISTING ti ^ ° IIL do GUTTER EXISTING EXISTING 33" DRIVEWAY EXISTING 3 REMOVE EXISTING CURB 8 GUTTER Q DRIVEWAY DRIVEWAY RCP STORM DRAIN _ 6 K NOTES - -- I <v 97 g I - W I� �_ "� © EXISTING GRADING PER VICTORIA ARBORS m Z I EXISTING �'�� I U _ _. - ROUGH GRADING PLAN CURVE TABLE 4 - ELEVATED MEDIAN o �_ 98 , + + a # A R L T ® REMOVE AND RELOCATE EXISTING CABLE A 0-55 '38- 1854 . 0 0 ' 3 0 , 0 0 ' 15 , 0 0 ' c V - - _ VAULT PER DRY UTILITY PLANo 4 0�" 2�' N -�_� 99 M EXISTING EXISTING 36" STREET IMPROVEMENTS N EXISTING 8" VCP B 18* 01 ' 15' 92 . 50 ' 29 . 09 , 14 . 67 ' N -+- _ ELEVATED MEDIAN RCP STORM DRAIN PER PLAN NO. 1357 �; SEWER LINE 09 REMOVE AND RELOCATE EXISTING POWER V - PROPMED R1W_ - 1ge _ _ _. __. __- POLE PER DRY UTILITY PLAN 92 , 50 ' 32 . 08 ' 16 . 20 ' _ I 6� C 19 52 20 9 +- --- - - - 102 - - 61 103 103 -=- - - 1� ------- -- it D 2* 09 ' 06" 1864 , 00 ' 70 . 0 0 ' 35 • 00 ' �' 1340.99 1C _ g 131.99 R M } - -� E 13°5 0 ' 15' 136 67 ' 33 , 01 ' 16 . 58 ' - - _ EXISTING 41 CML do Co 1300.32 FL - - 3 � � 6 L 1300.32 FL 1 .67 N > f C WATER LINE F 12° 15 ' 12' 273 , 33 ' 58 , 45 ' 29 , 34 ' G 96°29 '27' 35 . 00 ' 58 . 94 ' 39 . 21 ' W -'- 1 3 G 8 _ ______ --1300.94- '_- H 78°39 '24' 35 , 00 ' 48 , 05 ' 28 . 68 ' H z Q _ __ 1300.44 Fl 3 ^ TC ZI;13 1301.97 TC x(1302.14 TC) -� \ 32 4 ' 4 g 4 1301.81 TC 3 1301.87 TC 1301.30,FL (1301.47 FL) ' I 6-28 ' 19' 1854 0 0 2 09 42 1 04 , 82 V EXISTING 1301.14 FS 1301.20 FS J 163° 11 ' 07' 1 . 00 ' 2 , 85 ' 6 , 77 ' PARCEL BOUNDARY, 6 K 16° 0 9 ' 19' 3 3 . 8 7 ' 9 , 5 5 ' 4 , 81 ' }} ,.� A 1 - 0 5 - L 22°43 '55' 26 . 39 ' 10 . 47 ' 5 . 31 ' F�- r Z 57° 15 '42' 1 , 00 ' 2 74 ' 4 , 97,�, co � 2 � , � - ---- - -----I . . EXISTING 12" CML dt �N� 1 ,°' + rn a C �, o E F I Lo 1 2I C WATER LINE 21 42 19 1800 , 00 681 , 89 345 , 08 I:ia, irko .�� N � 2 � o I � I g $ p, 9 q STREET IMPROVEMENT'S � \ --41, �, u47, rn w ,�ti ct5 fi' v o . N o I --°�+° ,�,----1 + I� TRACT U NO. 1594, / PER PLAN N0. 1728 V PARCEL [tu A NO. 15641 I I ICITYQ oLC> �� w) 5< RANCHO CUCAMONGA o '� 11 uj e e I i PARCEL MAP 1i 11 1+ o � STREET IMPROVEMENT PLAN Z PROPOSED 12" WATER 7 V ( LINE PER VICTORIA PARK LANE PI A.P.H. 227 1d 1 19 M J PROPOSED STREET I I CFD 2001 01B NO. 15641 IMPROVEMENTS PER BASE L' NEW VICTORIA PARK LANE CFD 2001-01B I EXISTING 96" Q j I RCP STORM DRAIN RASE LINE RC�A,� STA. 96+50.00 TO STA. 102+85.28 0D I jj � COMMUNITY FACILITIES DISTRICT 2001 -01 B GRAPHIC SCALE APPROVED BY DATE:`- , 40 0 20 40 80 160 CITY ENGINEER + �� � RCE NO 24953 w DIAL TOLL FREE CITY OF RANCHO CUCAMONGA DESIGN . MO.:E �� iflAve, RECOMMENDED 1 -800-422-4133 4: f :r BENCHMARK NO. 10051, ELEV.: 1300.686 B.J.B. ; .OK ICN kvi.e,CA 92611 o AT LEAST T O DAYS O ( IN FEET ) Ix SET 2" BRASS DISK IN CONC. CURB DRAWN ' ; ► FAx: 919-25,-x62, -`i- SCHULTZ FAz: 919-251-0516 SHEET a STAMPED "CITY OF RANCHO CUCAMONGA BM BUORE YOIi IX Z 1 inch = 40 ft. 10051 1987" AT THE NORTHWEST CORNER OF B.J.B. P L A E R S E N G I N E E R S S U R V E Y O R S BASE LINE ROAD AND SWANSON PLACE 0.25 OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MILES WEST OF ETIWANDA AVENUE, AT CHECKED yy��,,,�,I� 20596 DRAWING NO. W DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. '�''"""� RCE NO Qb w APPROVED: OF CURB RETURN. DATE -1 7-03 FILE NO �DH cn / I:\29011\IMPLANS\BASELINE\SIP-05.dwg 3/17/03 PROJECT SHEET NO. (O OF 9 GENERAL NOTES STREET, STORM DRAINS, STRIPING & SIGNALIZATION IMPROVEMENT. HIGHLAND AVENUE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS wCroRM PARK UNE CONSTRUCTION – 1997 EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. AVENUE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER u►'F RW 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 DONECOMMUNITY FACILITIES DIST ICT _ 01 z 75 j SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO _ 2 COST TO THE CITY OF RANCHO CUCAMONGA. 2001 Y } 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH PROJECT THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH IN T CITY OF RANCHO CUCAMONGA �,UH S s SITE FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ,y y ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT–OF–WAY. 'E VrTORM PAW5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES \o SHALL 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 FOOTHILL BOULfYARD MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. Nor TO Sov.E 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR VICINITY MAP CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB–GRADES SHALL BE PERFORMED 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 MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY CHURCH ST. ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONSTRUCTION NOTES CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE i STREET IMPROVEMENTS CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R–VALUE, �� I SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. Ol CONSTRUCT 6" AC OVER 6r AB. MINIMUM 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R–VALUE AND PAVEMENT TESTS TAKEN \� 3 O2 CONSTRUCT COBBLE CURB k GUTTER PER CITY STD. PL. 1056 TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR PAVING. \ ' Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. ABOVE THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINEO5 CONSTRUCT HANDICAPED ACCESS RAMP PER CALTRANS STD. GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. ` _. ._ _.__ DWG. N0. D 88A CASE "C" 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED ---_"- ✓ BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE © CONSTRUCT DI-8 AC BERM PER CITY STD. PL. 104 MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. -----_— — – ---�_ --- _�_�_--_-----------_--_ _ _ -- ETIWANDA AVENUE _ -- O7 SAW CUT AND REMOVE EXIST. PAVEMENT 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF ® CONSTRUCT AC CAP (0.1' MIN.) OVER EXIST. PAVEMENT THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF ' 9 CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 2 O REMOVE EXIST. AC BERM( - _..__.__ _ _ __. _ _...._ _. _ _ _.. THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 10 EXISTING MEDIAN CURB, I-15 COLUMNS, TO REMAIN (PROTECT IN PLACE) \ 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE ' �� 11 EXISTING MANHOLE do WATER VALVES ADJUST TO GRADE CONSTRUCTED AT EACH INTERSECTION. I `\ 12 CONSTRUCT 10" TO 8" COBBLE CURB do GUTTER TRANSITION (USE STD. 105 B) 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE RESPONSIBILITY FOR THE CORRECTION OF I 4 13 INSTALL STREET LIGHT 16,000 HPSV ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED �\ 14 REMOVE EXIST. CONC. CURB PLM! REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 15 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PL. 307 CASE AS SHOWN ON PLAN 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE \ l 16 TRIM EXIST. MEDIAN CURB TO CLEAR PEDESTRIAN CROSSING INSPECTOR. 17 CONSTRUCT AI-8 PCC CURB ONLY PER CITY STD. PL. 104 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE 18 EXIST. M.H., TRAFFIC SIGN, WATER VALVES TO REMAIN. PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED 19 EXIST. FIRE HYDRANT, CAN VAULT, TRAFFIC SIGN, WATER METER VALVE TO BE REMOVED. ALL ON–SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN– ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS– FACTION OF THE CITY ENGINEER. DRAINAGE INDEX MAP SCALE 1"=100' ©0 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL. 300 UTL ITY CONTACT 21 CONSTRUCT 18" RCP (D LOAD PER PROFILE) CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. © CONSTRUCT 8" C.I.P. (INTERIM BLEEDER PIPE) SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 © CONSTRUCT MANHOLE NO. 1 (MODIFIED — OMIT M.H. SHAFT) PER CITY STD. PL 318 MR. BOB STALLINGS ® CONSTRUCT CURB DRAIN PER APWA STD. PL 150-1 (SEE DETAIL ON SHT. 2) MODIFIED. FOR BASE LINE ROAD CONSTRUCTION OMIT SIDEWALK AND CURB do GUTTER CONSTRUCTION. USE EXIST. AC BERM FOR OUTLET GENERAL TELEPHONE 1-800-483-3000 ©5 CONSTRUCT 8"x45' C.I. ELBOW SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. ONTARIO, CA 91762 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 METROPOLITAN WATER DISTRICT (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA 91750 COMCAST 909) 983-9895 1205 DUPONT STREET PORTION OF RED HILL) ONTARIO, CA 91762 MARKS CABLEVISION Mg 9 987-6275 L E G E N D 10808 FOOTHILL BLVD. #120 � 880-0222 RANCHO CUCAMONGA, CA 91730 9 DENOTES STREET PLAN SHEET NUMBER 10 DENOTES STORM DRAIN PLAN SHEET NUMBER PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES DENOTES PROPOSED STREET LIGHTS CITY OF RANCHO CUCAMONGA SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE LIGHTS TBEST HESEOPLANS. KNOWLEDGE E CONTRACTOR S REQUIRED TIOGTAKE IES EXCEPT AS DUE PRECAUTIONARY OWN ON METHODS DENOTES EXISPNG � STREET & STORM DRAIN IMPROVEMENT PLANS F O R TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON DENOTES STREET NAME SKIN THESE PLANS. ETIWANDA AVENUE ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE DENOTES TRAFFIC SIGN TITLE SHEET PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATION REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION DENOTES STRIPING p SHEET NUMBER COMMUNITY FACILITIES DISTRICT 2001-01B I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONT'RACTOR'S THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE APPROVED BY DATE: AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH DESCRIBED AS FOLLOWS: pf ESS/ Dmw O SURVEY REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION O2 FOUND SPIKE AND WASHER STAMPED "LS 4430", DOWN 0.05'. FITS p Q� C' �Nq� CITY ENGINEER / C�' GG�� f` RCE No 24953 4 FOUND TIES ALL PER C.S.F.B. 4016-1246; P.M. N0. 15641, P.M.B. DESIGN 4� �� .�J � _u RECOMMENDED V � M O f f t 1r�X1 RedAiN Ave. 192/93-100; AND R.S. 47/51-55. ACCEPTED AS CENTERLINE ^ CITY OF RANCHO CUCAMONGA CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE cn s — € s"n.350 f' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF INTERSECTION OF ETIWANDA AVENUE AND MILLER AVENUE. �, No. 20596 r" m BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. OORICM Is h ,CA 92614 ��CE THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS W "� SET 2" BRASS DISK IN CONC. CURB , I Voice:949251-M1 a Exp. 9-30-05 DRAWN SHEET REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING / * * STAMPED "CITY OF RANCHO CUCAMONGA BM : �.: FAX: 919 251 0516 HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 3'/8.0 s� CIVIL �P 10051 1987" AT THE NORTHWEST CORNER OF AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN DATE 9TF E BASE LINE ROAD AND NORTHWEST SWANSON PLACE 0.25 D.L.DLP N E R S ENGINEERS N E E R S S U R v E Y O R s 1 OF T CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE STA LEY C. MORSE RCE NO. 20596 Or CALF MILES WEST OF ETIWANDA AVENUE, AT CHECKED DRAWING NO. DESCRIPTION OF REVISION DATE NEGLIGENCE OF THE OWNER OR ENGINEER. CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH 0� NO 20596 � � APPROVED: OF CURB RETURN. S.C.M. DATE FILE NO 29011/IMPLANS/ETIWANDA/SIP01 3-3-03 PROJECT SHEET NO. OF ��f�e WEST.LY EAST'LY 2 : ; R/W R/W l i Wit' I 16' 44' I I 46.50' VARIES 0 4 5'1 35'1 T±1 t 351 I N _ cv W=10;. V-J.N' EXIST. 115 COLUMNS 1 EXIST. CONIC LINED SLOPE I EXIST. MEDIAN I ? 1 NOT TO BE DISTURBED. SEE PLAN 1 CURB TO REMAIN I �� : \ I I S-0.0040245 101 z I 1_ Z VARIES 14' g EXIST. AC - VARIES I I t 11 1.7X TVARIO 2.4 o TO 22'1 BERM i 244•10 - -- 1 2.7X TO 4% �I IL_ g �p �g EXIST. AC 7 7 ,- _ „ 7 2% IAN ST. GROUND Bty"_ BERM '� _ C. P• _ 24� - a N I . I �w 6 N 3 I EXIST. AC EXIST. AC i i o w w +O A I .' �. � PVMT. TO PVMT. TO 1 0 I s 2 ' 1 REMAIN REMAIN I f EXIST. AC PAVEMENT EXIST. AC PAVEMENT T s V 1250 ' TYPICAL SECTION I ' Q WWI X51.62 LF � 8 '�,''� ; . STA. 97+971 TO STA. 99+481 I 18" RCP-1600D o1EA' TI= 8.0; R=72* mCs,r -y_ __ V�4.n.3'. T. UT "C5' -r w 1244•'0 FL WESgY EAST'LY - - 4'245 r.__,_. __ -_ �_.�__.�z ._.__ , _ _ _T__�___ _ w - �-- __5=egg . _ --- rte R1 17' 58' 44' 17' R u�`'>�� Bryk - --- III 35'1 EXIST. AC Til 17'f-j- 35'1 5'1 / } �,� ? y --- --- 6�, 1Op 2 10 5� _ --- ------- ----- - S=0.0057 1f PAVEMENT TO REMAIN a - ---_ EXIST. 1-15 COLUMNS !? , �� l l g O EXIST. MEDIAN 1 1 EXIST. CONIC LINED SLOPE �' z CURB TO REMAIN I SEE PLAN NOT TO BE DISTURBED. '�� + '� R1 G Xi ; ao3' I I •a 0 1 201 1Z G W '1• + ' 1240 O I I z I + C9 EXIST. AC m Os w 0 (-o)EXIST. 6� � � �►� �� { 1 I �W �m �C T VARIES 22 8' C.I.P. _ 1 11- 3% TO 4X 7 5h 5+92.99 I Li oj•O 17 EXIST. GROUN I 2% MlN. S .� I I -- -I i I I- - I +O W cgNST. 37.10 L F VSE - ---_ _ I END C.I.P. b `f 3 � _ u " _` I 24 N 1 18" RCP-16000 1 2 all +.. ' EXIST. AC 819111 EXIST. AC " ' �� __ __ _r_._.�..._ ,__ _._.._ . _ __.a_ _. ._ .:.____. _-_:._ _ .. .:_._-F..._ -_.� 2 I I __._..--.-- �1115T. 4i9E.Vf if r -a.-P.- ---DIY`tRYli�f BLEEDER' PW ' 1 PNMT. TO 1 REMAIN �--EXIST. 8" AC BERM ` rn , 7 00 TYPICAL SECTION * PRELIMINARY. FINAL R-VALUES TO BE LNE SA CONTR4 STA.100+49f TO STA. 102+25f DETERMINED BY SOILS ENGINEER AT 1 CTOR TO VERIFY EXIST. ELEVATION COMPLETION OF GRADING. PRIOR TO CONSTRUC77ON TI= 8.0; R=72 DETAIL-CURB DRAIN r I ® SCALE 1"=5' ! ! . . PROFILE SCALES _ HORIZ. 1"=40' , VERT 1"=4' R/w PLS PER IMPROYFW..Ni 8 PLAN SCALE 9 1 0 1 1 OR GRADIN; PLAN i, 1 =40 MAX SLOPE I:1 i• HINGE COYER AT TOP OF FRAME ANDRECTANGULAR FRAME I r I i i AND COVER INLET PER CASE 1.11. OR 111 I I I PER STO PLAN 132 I I I 1 I SEE NOTE I — 1 1 1 I 1 ••t;• 9. 3' MIN. i 1 L1 --� CHURCH STREET SCALE 1"=40' CONSTRUCTION NOTES R/w LINE A I 1 • 6'. TYPICAL CASE I INLET / TRANSITION STRICTURE SECTION STREET IMPROVEMENTS 1 cy N 4'C.l. DIP 4' E i T S SEE NOTE 5} I` �' s ��• � I 20 1.11 zCONSTRUCT 6" AC OVER 6" AB. MINIMUM .�6�� I I ! ! W=10; V=6.92 rk -' 10+611091 CONSTRUCT COBBLE CURB do GUTTER PER CITY STD. PL. 1058 tih Z 5 o i i i i Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 9 END PIPE j �` 01 m a '� __ I , 21 ZAT 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. `' � I N 89'5236' E 36.99' - Z N0.3 BAR TOP OF CURD LINE j ----- �' Ji 10+27.28 EC u � -� � Q CONSTRUCT HANDICAPED ACCESS RAMP PER CALTRANS STD. � � � � 3 ------- DWG. NO. D 88A CASE 'C' z. - - N�26'�' I rLor 1 © CONSTRUCT DI-8 AC BERM PER CITY STD. PL 104 _. .. - - "' 9.26' �' .�� A 21 I O 4 N 6'13 x E G i Q7 SAW CUT AND REMOVE EXIST. PAVEMENT 1 E 8106, � SEE CURB PROFILES BELOW 1 S, - _ - � r. 'flx A •lp 1�1� CONSTRUCT AC CAP (0.1' MIN.) OVER EXIST. PAVEMENT "9�"" OO UNE EA 22 BA Q9 REMOVE EXIST. AC BERM �2k131�6 N 033'18" E 305.53' " C-5 a NIP�.o � ` l 916 01 �or,� - .� • w rl 10 EXISTING MEDIAN CURB, 1-15 COLUMNS, ETC TO REMAIN (PROTECT IN PLACE) �� ^ 4'�A`° _ W �' 11 EXISTING MANHOLE do WATER VALVES ADJUST TO GRADE wlPLAN % �S 12 CONSTRUCT 10" TO 8" COBBLE CURB & GUTTER TRANSITION (USE STD. 105 B) - 1 T.C. LINE EXPANSIO 1© INSTALL STREET LIGHT 16,000 HPSV NO. 3 PAR JOINT '' II EXPANSION JOINT F L. 14 REMOVE EXIST. CONIC. CURB -_ 2 2 1/7' MIM FOR 6' AND T CI/R9 FACES. I,, � 3 1/2' MIN. FOR 9' CURB FACE, I 1Dju Du - L+ °1� - - r � 15 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PL. 307 CASE AS SHOWN ON PLAN - -- R/w L--- — /2' CLEAR 16 TRIM EXIST. MEDIAN CURB TO CLEAR PEDESTRIAN CROSSING Y_--__ _-_, ` r PARKWAY WIDTH PER IMPROVEMENT PLAN 1/ 4' C.1 PIPES L/ FINISHED PARKWAY GRADE NOTE APPLIES TO ANY NUMBER OF PIPES " '"- '•' """""'""`. / rt.F, oR e• c.v Z CURB PROFILE 11' CURB FACE DRAINAGE N0. 3 BAR CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PL 300 1 L/JVE EA CONSTRUCT 18" RCP (D LOAD PER PROFlLE) � CITYOF RANCHO sEE ,NLET DE,AI sCONSTRUCT 8" C.I.P. (INTERIM BLEEDER PIPE) 21 ULTIMATE C P.C.C. CURB 8 GUTTER C I PIPE © CONSTRUCT MANHOLE NO. 1 (MODIFIED - OMIT M.H. SHAFT) PER CITY STD. PL 318 SEE NO It a INTERIM 21 STREET IMPROVEMENT & STORM DRAIN PLANS FOR GUITfR TO ® CONSTRUCT CURB DRAIN PER APWA STD. PL. 150-1 (SEE DETAIL HEREON) MODIFIED. Q�OFESS/ON ETIWANDA AVENUE MATC/1 EXISTING OMIT SIDEWALK AND CURB & GUTTER CONSTRUCTION. USE EXIST. AC BERM FOR OUTLET 5 4 4.01 0 DENOTES °rls""'o sURVEY AlO1VUME1VT5 �`` �� /�- COMMLWY FACILITIES DISTRICT 2001-01B © CONSTRUCT T x S C.I. ELBOW SEE SHEET 1 FOR DESCRIP71ON SECTION A-A J.S. ® STA. 10+00.00 � No. 20596 m TYPICAL SECTIONS & INTERIM STORM DRAIN Exp. 9-30-05 (MODIFIED M.H. NO. 1 ) �r elm �,,P LINE "EA" BLEEDER PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �� CA��F APPROVED BY DATE: PROMULGATED BY THE APWA AOC STANDARD PLAN CITY ENGINEER ! � JOINT COOPERATIVE cowwTTEE CURB D R Al1V ® 150-1 �1�° RCE NO 24953 o- 1�4 CITY OF RANCHO CUCAMONGA DESIGN MORS[ 17320R.AMAw. RECOMMENDED REV 1!!2 USE Wr H STANDARD SPECIFICATIONS FOR III WORKS CONSTRUCTION SHEET 1 OF 2 Ste.350 - _ -- CURVE TABLE BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. 0 01c I c M L.im,a 9261, �Q # R L T SET 2" BRASS DISK IN CONC. CURB 7 Vole:949251-8921 STAMPED "CITY OF RANCHO CUCAMONGA BM DRAWN 5clloir: FAR: 969251-0516 SHEET A 45°40 '22' 22 . 50 ' 17 . 94 ' 9 . 47 ' 10051 1987" AT THE NORTHWEST CORNER OF D,L. PL ERS ENGINEERS SURVEYORS 2 OF 4 B 45° 0 0 ' 0 0' 22 5 0 ' 17 , 67 ' 9 , 32 ' BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED 2&W*E NO 20596 DRAWING NO. DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. APPROVED: OF CURB RETURN. DATE FILE NO 29 11/IMPLANS/ETIWANDA/SIP02 3-17-03 PROJECT SHEET NO. OF d • _y s s 1 , , 1260 , T 41 vc i P1=1249.34.570 LkM I $ i O.C.� y 1 L=•31.65' '4 ? D.C. °0 + i 224X r A { w 0 1 + +A 0 1 I 1200 � • . Q 1 roP of CURB O WEST SIDE t o L 1 R I #• w _ N I o, 87X I Ar 1. w i R N i+ O � i 1245 I + f.'�4 m f1 j R A i FINIS GRADE O ; •'S5 f w I y _ I I - : . 1 •�p• - '� 'jay -r_ , - — : . . - k : . , : , , .. .. - . ._ all , O + �yy 1 + ,f. 1245 __ . , O.C. +N Zw t - tt f'4 ''4 f'4 O.C. R -�' Q I� O i r4 '�'4 y4 �'4 25x .__ _ ?5 3 I . �e N� �N + +A 1•�2x TOP OF'EURB' O 570E *GIGWTRACTgR Its I�If?'P1RR7R TO R Ch 1245 + PROFILE SCALES a kk HORIZ. 1"=40' VERT. 1"a4' 96 97 98 99 ��► 100 101 10 PLAN SCALE 03 104 105 106 107 255 CHURCH STREET 1 =40' \ ,�,P'�\1► SEE SHT. 7 OF U CFD O 1-01 B y� CONSTRUCTION NOTES DENOTES IXfI1NG MONUMENT SEE SHEEP. 1 FOR DESCRIPTION O1 CONSTRUCT 6" AC OVER 6" All MINIMUM 2Q CONSTRUCT COBBLE CURB do GUTTER PER CITY STD. PL 10513 MOTE• Nb��t o1c g'1-A"(lo►�I 10Z♦pfo•?Z� 3O CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL 103. 5:1 TAPER GV1Z13 C-,VTl- �J`l� S 11D E�•Lk G 4) CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 60 " f�TZF 1FU'rU2E GO�tS7RC�CT7 p�j� O CONSTRUCT HANDICAPED ACCESS RAMP PER CALTRANS STD. GO� , 21.00 31.00' 40.50' 20. 19 c� SCALE 1 =40 NoT At 'PAST OF -f1-`i1 S c.�1Trt/%CT• DWG. NO. D 88A CASE \� I `' m m C=T1ArDE 1`3�fi rN 0 Q12c)p+OSE1D a: 2 v I J © CONSTRUCT DI-8 AC BERM PER CITY STD. PL. 104 W m < T� 1+�1�4T�I-1 �kl STS nlC� ae Y Z W _ I 70 SAW CUT AND REMOVE EXIST. PAVEMENT ciao CONSTRUCT AC CAP (0.1' MIN.) OVER EXIST. PAVEMENT 18 I I ,�19 19 ; i + W �' N Zai I I O9 REMOVE EXIST. AC BERM f �' J `� 4, �'� _ 'o N y 10 EXISTING MEDIAN CURB, 1-15 COLUMNS, ETC TO REMAIN (PROTECT IN PLACE) \� GE \c7 � � I 4 g �g �° foo o ,q mo � �o+ j � cm, o I I \ i N I 11 EXISTING MANHOLE do WATER VALVES ADJUST TO GRADE La j PROPO D BLEEDER PIPE x + X x g ,, o 1,Lk 16 12 -- - --=­'F - -----=3,--- `_ I I 12 CONSTRUCT 10" TO T COBBLE CURB & GUTTER TRANSITION (USE STD. 105 B) _ --- a v SEE SHEET 2 0�, ,� 3 a DUST CONCRETEiINED \ Q' + �� 1 3 (\ _ s 13 INSTALL STREET LIGHT 16,000 HPSV xx x _ _.. . -- SLOPE NOT TO BE DISTURBED _ ———— — _ 1 51 \ I - ----- -__-__ - s REMOVE EXIST. CONC CURB ` _1 �� ,1R1 _ B �>>`- \1 � � 1 pk`' 15 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PL 307 CASE �� \� r' ! �6 /f1l/� .� I I i R�. E7YlST - -a_-. AS SHOWN ON PLAN EXIST. AC BERM R6 P 12 �' •. o o �� SAWCUT LINE -----—1- AC BERM 1863 `TR °�� o 0o I 7 1 2 SAWCUT LINE A !y o I o I ' ----- PER DNV- \�I 1�1�� '�`� of \ ' �1 /mss! �,�� —————— 16 TRIM EXIST. MEDIAN CURB TO CLEAR PEDESTRIAN CROSSING 14 EXIST. 1-15 FWY 1� �d �I 1 ,� if �� 1 I 10 IX/ST,1/-15 FWY 10 EXIST. MEDIAN CURB `sem �* 17 CONSTRUCT AI-8 PCC CURB ONLY PER CITY STD. PL. 104 COLUMNS I ` C09UMNS G 97 N 0'33'18' E I I98 99 1 1 1 } ._.__.__.... - 1 * _ _ lot- 18 EXIST. M.H. TRAFFIC SIGN, WATER VALVES TO REMAIN. `r ---- ------------ ��}--- - --- ----}----- --` �_-1b1 �- 102 103 N O'04'h1rW 278.81----�q----------------1�-------- ------- ---------- �- I ! ` 105.37' - - - - -`----+--- ----- - - --- - ----- --------—— ---- ----- ---- -� --- _ ---� 19 EXIST. FIRE HYDRANT, CATV VAULT, TRAFFIC SIGN, WATER METER VALVE, ,� -- _. _ _ TO BE REMOVED. - ,r• I ` I. IST AIEDdAN CURB 10 4 . a, 1 a �� _. c,`' ¢ Io 0 16 �F x t•� 16 w s, I I_ * -. u — __A1 _ ._ --,� - --+ -- ~� _ _ . r ® CONSTRUCT CURB DRAIN PER APWA STD. PL 150-1 (SEE DETAIL ON SHT. 2) EXIST P.C.C. �� ��I % I SANCUT UNE I d0�0' I ' S I SAiYr;UT CINE 1 �� �o o I I , _ G - ,x x,.. .,, ., _. u. .. ._, MODIFIED. OMIT SIDEWALK AND CURB & GUTTER CONSTRUCTION. USE EXIST. - - �� lc I �� � � �` DIST. AC BERM 6 �. 2 \�' 1 '? ��. l -,� ; AC BERM FOR OUTLET �j A ti �'1� 7 14 g 1 �'L hp� X- - x x _ x __4 w.__ _ __v,.__._.,..x x x 1r 1� I ,�� x -....... _ ....- _ _ — .y X x x % x x x x _ 6 _ i EXIST< CONCRETE LINED cQi ►� � 5 SL E NOT TO BE DISTURBED � a N - W , J1, e 3 �i � 16 O Na N 2 a Wk� o W � B ' ��,�1�1 0 � N � o ; � � CITY OF RANCHO CUCAMONGA yI 9 18 `" � ���� ti� ti�1 I g � � o +�; \ ~ 2 13 oWW o ~ � o W y W ,8 �1 I ? ,8 \ W STREET IMPROVEMENT PLANS FOR I I W g W �' OFESS/ �4 5' S 28' S' ,8 ,a , 0 18 C. ° ETIWANDA AVENUE t ' I ETIWANDA CO Y FACLITIES A VENUE No. 20596 m * Exp. 9-30-05 * DISTRICT 2001-0113 moo, �� I (PUBLIC) �►vi%- x0��hh O` CA- APPROVED BY �i- DATE`f/ Z� G��G �� �X I V CITY ENGINEER « RCE NO 24953 �. ,6 1 DESIGN Mo.>. ,»�oR �.. RECOMMENDED s CITY OF RANCHO CUCAMONGA •� 1 I BRASS 00[1CM IrAw G"611 � I BENCHMARK N0. 10051, ELEV.: 1300.686 R.C. ` £- � ��� SET 2" B SS DISK IN CONC. CURB �,94 251-81121 ` - CURVE TABLE DRAWN ' STAMPED "CITY OF RANCHO CUCAMONGA BM w - s c 11 u i t r FAIL: 919251-0516 SHEET `F 10051 1987" AT THE NORTHWEST CORNER OF I # � R L T D.L. P NE S ENGINEERS SURVEYORS CB 1 EA A 90640 '22' 2 0 , 0 0 ' 31 , 65 ' 20 . 24 ' BASE LINE ROAD AND SWANSON PLACE 0.25 OF MILES WEST OF ETIWANDA AVENUE, AT CHECKED CE NO 20596 DRAWING NO. B 89° 19 '38' 35 , on , 94 , 97 ' 34 . 59 ' DESCRIPTION OF REVISION DATE CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. FILE NO APPROVED: OF CURB RETURN. DATE 29011/IMPLANS/FTIWANDA/SIP03 3-17-03 PROJECT SHEET NO. OF CONSTRUCTION NOTES AND ESTIMATEDQU ANTiTES NATER IMPROVEMENT PLAN FOR ITEM QUANTITY UTAT SHT. 2 SMT. 3 TOTAL REMARKS BASELINE RD. Y WATER IMPROVEMENT W 40 INSTALL 8"-10 GAGE CML do C WATER MAIN. LF. 70 265 335 -- `-m �m 41 INSTALL 8' RESILIENT WEDGE GATE VALVE PER STD. DWG. NO.4 EA. 2 3 5 CREEK 0FOOTHILL BLVD. o PROJECT -- SITE 42 INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3 EA. 9 11 20 -- ARROW RT, 43 TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, AND THROUGHOUT CURVES PER STD. DWG. NO. 9 -- -- -- -- 45 WELD CAP • TEMPORARY END OF LINE EA. 4 5 9 -- COMMUNITY FACILITIES DISTRICT 200lIiIIIIIIIiII 01B K 48 NSTALL 1 Y x6' FLANGED TEE EA 8 8 16 4 EXIST. -- 9 REMOVE EX WELD CAP do JOiN EA 1 1 2 4TH ST 50 INSTALL 1 r RESILIENT GATE VALVE PER STD. DWG. NO. 4 EA 8 9 17 -- WATER IMPROVEMENT PLANS 1 1 -- ll 5 INSTALL 2' x 12' FLANGED WE 4 EA 2 2 K 52 INSTALL 1r-10 GAGE CML & C WATER MWNif 1,727 1,886 3,613 __ II THE CiTY OF RANCHO CUCAMONGA 54 INSTALL 1 Y x8' FLANGED TEE EA 2 3 5 -- INSTALL 12'x45 FLANGED ELBOW -- -- "-- 56 � 2 2 VKVM MAP NOT TO SCALE SAL MOWS 1. ALL WATER LIES SHALL K CORSTRUCiED 11 ACCORDM Vff H THE CUCAMONGA COUNTY WJATER DISTRICT'S STANDARD SPECIFICATIONS AND THE LATEST ADDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSiBIF FOR SECURING FROM THE 0UCIWORGA COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAHlu1l-.LURE THEMSELVES WITH THE SiTE AND SHALL BE HELD SOLELY RESPONSIBLE FOR AMI' DAMAGE TO EXISTING FACKM RESULTING DIRECTLY, OR 2 NNOHRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. 3 VICTORIA GARDENS r00THILL LANE 4w '� •s � • 4. ALL 6-INCH WATTx LINES SHALL K12 GAUGE STEEL. ALL 8-MCH DVD ti THROUGH 16-INCH16-INCHWATER LINES SHALL BE 10 10 GAUGE CEMENT ! ,1 / MORTAR LINED AND COATED IN ACCORDANCE WITH ANSI AWWA ,f � SPECIFICATION c205-00. '�- -- - 5. 7HE MlIMiNUM NO MAX" STATIC TAI PRESSURE WITHIIN THIS PROPOSED SYSTEM IS 65_P.S.I. AND_ P.S.I., RESPECTIVELY. _ . _ - - -° _. _ _ -- 6. OOMESTiC WATER METER WITH f _ ./nom.r�� Lll ` FOIL Lt7TS AREAS EDl1A1 OR GREATER THAN 10,000 S.F. SWILL 8E 10. ALL OTHER LOTS SHALL HAVE A MgNtMl1M OF 3/4' . -----�--—.- — o METER I� � *CABERNET #SOUTAI �IIAIN # \ 7. ALL WATER LINES SHALL BE INSTALLED WITH 30 ACHES MINIMUM OOVER. NORTHMAIN ; *MERLOT ! ' ' a ALL FIRE If DRANT LOCATIONS SHALL CONFORM TO THE STANDARD I VICTORIA GARDENS MALL SPECIFICATIONS OF THE CiTY OF RANCHO CUCA�MO" FIRE PROTECTION -�•- CBURCA ST. DISTRICT. 9. THE-DEVELOPER SWAt.I HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF Y CONTACT ALL DrrI NG WATER MAINS AT POM OF CONNECTION PRiOR TO ANYUTIJT CONSTRt1CT10N OF FACILITIES. ANY NECESSARY CFWNGES OF WATER LINE DEPTH DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS COUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR CONTINUANCE VA PRiOR TO EXCAVATION: OF CONSTRUCTION. GENERAL TELEPHONE COMPANY: (800) 422-4132 10. THE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE. 280 SOUTH LOCUST 11. THE CONTRACTOR SHALL BE REQINRED 10 OBTAIN THE NECESSARY PERMITS P.O. Box 2920 NDEX MAP FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION POMONA, CIWFORNGA 91766 SCALE 1"=200' WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. SOUTHERN CALIFORNIA EDISON CO. 1-500-655-4555 7951 REDWOOD AVE. 12. ALL MINTER METER SERVICES FOR THE USE Of LANDSCAPE IRRIGATION OR PUBLIC DOMESTIC USE, OTHER THAN FOR RESIDENTIAL. SHALL HAVE FONTANA, CA. 92336 3/4 : 1 SLOPE INSTALLED AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW 3/4 : 1 SLOPE OR GREATER OR ASSEMBLY AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT. CUCAMONGA COUNTY WATER DiSTRiCT: (909) 957-2591 OR GIEATER OR ADEQUATE SHORING 10440 ASHFORD STREET AnEQUATE SHORING COMPACTED BACKFILL —�, 13. THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRiCT- RANCHO CUCAMONGA, CALIFORNIA 91730 COMPACTED BACKFILL-----,,,., � FURNISHED METER BOXES. DCA CABLEViSiON: (909) 957-2225 OR BE 14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE 9155 ARCHIBALD AVENUE, SUITE H FROM SELECTED TRENCH THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE /5). RANCHO CUCAMONGA, CALIFORNIA 91730 " MI SIDE MATERIAL � °' LEGEND 15. THE M1INIML1M SEPARATION BETWEEN WATER LINES AND SANITARY SEWER D' MAX it !)' MAX LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL SOUTHERN CALIFORNIA GAS COMiPANY: 1-500-427-2200 RES. ^' � HEALTH . HEAL CODE, TITLE 22, SECTION 64630-C. NOTES: PROPOSED WATER LINE WITH VA 16 N. EUCLID AVE100LVE 2 1800 427-2000 COMM.COMA � ONTARIO, CA. 91762 I. TRENCH WIDTH SHALL K CONTROLLED 16. SAA BEDDING MO ANO BACKFILL N THE PIPE ZONE IN REQU " • W— SE11ER AND TO TOP OF PIPE ZONE. --�— EXISTING WATER UNE WITH VALVE UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE METROPOLITAN WATER DISTRICT: (909) 593-7474 WATER MAIN DISTRICT ENGINEER. 700 N. MORENO AVENUE z TRENCH DEPTHS OF GREATER TMAN s' FH FIRE HYDRANT ASSEMBLY LA VERNE, CA. 917506"D• SHAD HAVE ADEQUATE SH"G. 17. TRENCH RESTORATION AIA MWMiENT REPW SHL E M XTOITNICE 8'D� NOTE: COMPACTION SHALL K 90%M ALL M . BASE TRENCHES WATER CE M WITH THE STANDARDS AiItT SPECNFiCATIONS OF THE APPROPRIATE LOCAL COMPANY: _ ZONES UNLESS OTHER111SE SPECIFIED QRANULAR BEDDING 3. aJAss AtIG ALL IHSS TE SERVICE dt METER PACIFIC TELEPHONE COM1P 714 999 5639 R ' /AGENCY. ( ) THAN 100' IN LENGTH PER CITY RANCHO ppE SLIBGRADE ��p TRENCH STABILITY SHALL CONFORM FROM SELECTED TRENCH NATIVE MATERIAL SHAPED TO TO CAL-OSHA REQUIREMENTS SIDE MATERIAL CUCAMONGA SiD DWG. 120 CENTERLINE ACCOMODATE BOTTOM OF PSE 1N3. THE MA1Tlt ODNTRAL'TDR SHALL ADJUST ALL QA1E VALVE COVERS TO GRADE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR FTER PROPERTY LINE AFINAL PAVING IS COMPLETED. TYPICAL TRENCH SECTION 1!. PRiOR TO THE AC'TNATiON OF AWY NEIILY OOIMMTED WATER LINES, OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PiPES OR STRUCTURES CURB & GUTTER LINE ANY OOMNECTIONS TO EXISTING SYSTEMS, HYDROSTATIC TESTING AMD SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE STD. DWG. NO. 30. DiSMdf'ECTION SMI BE PERFORMED IN ACCORDANCE WiTH THE SECTION 5, BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON PROIQSHONS, �AWDARD � THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TRACT BOUNDARY TECHMCAL TKAS OF THE TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON -- CUCAMONGA COUNTY WATER DISTRICT. THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED O ------ DENOTES WATER PLAN SHEET NO. 20 1H: CONTRACTOR SHALL BE RES!" LE M NUTifY UNDERGROUND SERVICE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRiOR PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS TO START OF CONSTRUCTION. AND SUBCONTRACTORS SHALL COMPLY WiTH THE "OCCUPATIONAL SAFETY AND HEALTH DENOTES PROPOSED OR EXISTING FIRE HYDRANT REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT THE CONTRACTOR SMIASSEMBLY (BY OTHERS) CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 987-2591, THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANi' WAY FOR THE CONTRACTOR'S TWO WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 22. THE CONTRACTOR SHALL RETURN A LE(NXE AND CLEM SET OF *AS-fir QEss/ DIAL TOLL FREE DRAWINGS TO THE CUCAMONGAOOUNiY WATER DISTRICT PRIOR TO FINAL o CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE c �^ AICCEPTANCE OF ANY SYSTEM. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF < � _ 1 -800-422-4133 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS N 6nw+ o APPROVED FIRE PROTECTION DISTRICT 23. APPROVAL OF THESE PLANS 8Y THE CUCAMONGA COUNTY WATER WAITER DISTRICT REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING c� �• � �' ice*, AT LEAST 7100 DAYS A HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER � DOES NOT CONSTITUTE A REPRESENTATLON OF THE ACCURACY OR EXISTENCE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN oc Exp. 9-30-OS �FlORE YOU DIG # sn?EET � Aw Fm Omr �r OF ANY EXISTING UNDERGROUND FACILRIES, WHETHER OR NOT SAID CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE CIVIL �� A S'�T TO BE A (A]M FAICILITES ARE SHOWN ON THESE KANS. NEGLIGENCE OF THE OWNER OR ENGINEER. CO GLIF UNDERGROUND SERVICE ALERT OF SOUTHERN CALWORMA 1.cyw RANCHO CUCAMONGA FIRE DISiRICT BENCH MARK PLANS P RED UNDER SUPERVISION OF F� � � M O R f E 17920 Redhill Aw. DATE APPROVED DESIGNED BY DRAWN BY CHECKED BY DRAWING No. CITY of RANCHO CUCAMONGA - 4aAMONGA COUNTY WATER DiSTRICT BENCHMARK NO. 10051, ELEV.: 1300.686 9S0 BY SET 2' BRASS DiSK IN CONC. CURB " O O K I c H h win.,a 92614 - R.C. D.L C.0 D./RS 003-W D 5-l ��� � � _ ASSISTANT GENERAL MANAGER/C00 WATER IMPROVEMENT PLAN FOR STAMPED 'CiTY OF RANCHO CUCAMONGA SM S T A N L Y MORSE i Ubke:949-251-N21 10051 1987 AT THE NORTHWEST CORNER OF E ► ► CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER ATLAS No. . :c M v i T: FAX: %9-251-0516 ENGINEERING DEPARTMENT DAY CREEK BOLLEVARD BASE UK ROAD AND SWANSON PUCE 0.25 FNo. MALES WEST OF ETiWANDA AVENUE, AT _ DATE R.C.E. 440 ASHFORD ST SOUTHMY END OF CATCH BASIN 2 FT. NORTH d� 20596 P L A N N E R S E N`0 1" R N E E S SURVEYORS . CUCAMONGA91730 , CA. AS SHOWN DP eft 582) 2311 2411 SHT. 1 OF 3 REV. DESCRIPTION DATE pp' OF CURB RETURN. ' .C.E. 909 987-2591 COMAMTY FACUTES DISTRICT 2001-0V 29010/IMPUNS/UDiB/WAT0I 2-22-03 FOOTHILL BOULEVARD 1 F SCALE 1"=40' iso r 1 TW POR7VN OF,1107ER Af4r1Y -RY-SIF fiW E PER,- 19 !' FADTHKL 6YW. Ii11FR I�iAAfS ---- -- -- - - _.. _ !' \ l - - - - - 0'15 E 92J 99 w 19 1' - — _ -- -- - -- -_ — - - - -- ---- _ . - -T - DAY CREEK BOULEVARD g . 1 , � r I A 1 t I `,} if a 116t 440 _ 1 1 `o a 12' 32' .12. 12. ,� + SCALE 1"=40' ,� fif �+ X9+02�2 Iii I ,� ,�M R ,�� �! �r ��oo fH - - - - 4lz 40 � i _ --- -- _ 4 - _ �— 519.91. 310.23' 88.86' _ - -- - - - - ---- -- -- - i --` - _ - - -- - -- - L- 3 - ., A L i Q -- - -- •� t :- - _ -_ - - 97.54' 1 \, ♦,j - - - - - - - 12132 IOP 12122: do tQ 1210.31 70P } t "PA Y CREEK BOULEVARD �� x ' 1205.81 Ft-554' RCP rt. 'L 1 15 1 ` '1 1 7 R r , : , r , h ' _ 1 mt h —49 1214.2 MP _--. lop "4 - - to Z. 2 ; �$oX 1.22aR 1211.98 TOP \ . MBt " W fH ASSEM&Y 4 �'� j x �� _ >. 12+09.98 f1-24' RCP44 I 101+.34.64 17 '�°•x(Q g� fH ASSEA�r j s �x o ,�• c R,1 1J. ', lop *CABERNET .16 CONSTF=11ON NOTES 101+6+664 WELD G4P �- INSTALL Ir-10 CAGE CI* & C MITER WDM. WSTALL 12'x6' R A"GM TEE 12' i '.7G5' 44' ' i?' INSTALL I'!' RESIDENT WEDGE GATE VALVE PER STD. DWG. NO.4 �-- REMOVE EXIST. WELD CAP & JON 6' INSTALL FNtE HYDRANT ASSEMBLY PER STD. DING. NO. 3 �- INSTALL 12' RESILIENT GATE VALVE PER STD. W. NO. 4 Y V' �- TACK WELD ALL XPM 80' BACK FROM ALL R BOWS, BLOWOFF, AND Q}-- INSTALL It x I f FIANG£D TEE DIAL TOLL FREE oQ��Esslo VICTORIA GARDENS LANE , �� c <^ SEE CSD 2A INTER ft/W THROUGHOUT CURVES PER STD. M. NO. 9 NSTALL IT-10 GAGE CML a C WATER WAIN 1 -800-422 4133 ,V ��" 4Jp s�, �- INSTALL 2' BLOW-W ASSEMBLY PER STD. M. NO. 6 _ _ CURVE TABLE � � 0 M OF UW �}4 — INSTALL If Or Fl� TEE � N �' No. 20596 � J� MMRAW A AFORE YOU DIG oc Exp. 9-30-05 # R L T * * NSTALL 2' TEMP. BLOW OFF ASSEMBLY PER STD. W. N0. 6A � �� 12'x4S FI/INGED EtBOMN SMEFT NWS ARE FOR A 3' 02 '25' 2555 , 00 ' 135 . 58 ' 67 , 80 ' CJV tL �! # APPROVED SIREEY AMMESi��A�r LAMRP SERVICE ALERT OF SOUTI-IERN CALIFORNIA �lE Q� CAE, BENCH MARK PLANS AIRED UNDE S PERVISION OF DATE APPRO D - �� Q3 M O t t E 17320 nr.. DESIGNED BY DRAWN BY CHECKED BY DRAWING No. cmr of wwcMo cuc�orrcA - 40AMONGA COUNTY WATER DiSTRICT 3 BENCHMARK NO. 10051, ELEV.: 1300.68s �� .. � a� f"N'2� 8Y R.C. D.L. C.C.W.D./RS SET 2' BRASS DISK IN CONC. CURB e o K I c N Ir.b.,CA•2611 ASSISTANT GENERAL MANAGER Coo WATER IMPROVEMENT PLAN FOR 003• W 05-2 STAMPED "CITY OF RANCHO CUCAMONGA BM STAL C. MORSE � vbie. %9-231-N2i ---- 10051 198r AT THE NORTHWEST CORNER OF ! ► CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER ATLAS No. DAY CREEK BOULEVARD S c H Y L T Z FAX: 90-231.0316 BASE LINE ROAD AND SWANSON PLACE 0.25 � No. MILES WEST OF ETIWANDA AVENUE, AT ,a, ENGINEERING DEPARTMENT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH 20596 L A N N E R S ENGINEERS SURVEYORS 10440 ASHFORD ST., CUCAMONGA, CA. 91730 AS SHOWN DP 5841 2311 do 2411 FACUTES DISTRICT 2001-01B SHT. 2 OF 3 REV. DESCRIPTION DATE pp' OF CURB RETURN. DATE R.C.E. 909 987-2591 S 4A�r 7Z 0r �4 29010/lMPLANS/CF01B/WAT02 2-22-03 •O Jr 1b, NORTHMAIN ST. • d'�' s SCALE 1 40 t � > III ,"Ir ?6 11 �'1 'T�s'� t0}r' � � 1�gZ9�35 Alit jp- 1 0'E 6 tZl 1 -td t cls t.�. `4 s A 12'i 1 1 0 �b 9• �b t i r t1Vol 24.04' 44 '' !' 0 f)Y ►N'r %lqqw hd TEE a � - Q 1221.47 1t7p x ��' ` • 1220.8 AV-8' w I►xtw'L• tQ o _ - e:-* 1219 "• -- _ .21 .97 392 1?16.7 -,30' RVP -- _ -- -. - - __ - ----- �♦tip ! w. .0 2.31.0 N 0 01'16" E 41709' 1.95* CLIP - _ - - TOP 9.04 12' 0 - - ,,, 122754 FL-18- - �, 7 - 1240.6 70P 3 - - - - A Y CREEK BOU - - - �o• aR LEVARD _— 1 I ��� -- ---- 1228.61 n-0 RCP (n tit lit - _ - - - - - - v - - 1 10+N.70 ___ - - --- - -- 1 i - 4fH ASSEMa Y \ <� \ �, , _- A6 _ _ =r•c __ - - _ ' A� Y. I/ i l 1228.96 TOp _ - !! h 1226.98 fL- 23 26 4 10+78 70 20• 26 Cpr �� f}I �ISS£MBLY �. fH Ai Y 's #SOUTHMAIN ST. �. h q TOP 1239.47 � o '� 1238.8 hY-8' w ?6' ' Y6' 1.34 QR 12.37.46 TOP 1235.97 fL-18' RCP `# # SIREET Ai'ti1lES ARE FOR IEFERDVC.r dKr C7►fY ., NORTHMA/N ST. sr>� �s 70 BE � u>M ' i 1' A AAPTtt7VED a �c14 I I low # MERLOT ST. 'S SCALE 1"=40' h CHURCH STREET ��• TRACT NO, 16312 h i k 40 X- M4NDWV NPnW LW 45 d F : + >n IF REMOVED PSR SMffr _z_ - x� ,` 41 42 43 44 &VROVE7Il W PLAYS * ►� f� � � - - - - --- _ N D'01'1 E 41709' I ' 5.39' ' — Fxlssr. WATER cnvEs PER CCWp• pWG. N0. 002 W26 2 v � — - - DAY CREEK BOULEVARD :. N ' - - - -- - -- - - - -- - - - - - - --- - - - i , : CONSTRUCTION NOTES • i i } I 48 4 R 3 i 47 44 45 f � 45 * 91 e• � �r + @Ii-- INSTALL C-10 GAGE CML & C WINTER MWN. 4 2 - 7 A�T N� 1� i 4�-- INSTAL. r REST M WEDGE GATE VALVE PER SID. MG. NO.4 210 ;; ; IiSTALL FRE RYDRANT ASSEMBLY PER STD. DWG. NO. 3 ®-- TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, ANO 7WOUGHOIlT CURVES PER STD. DWG. NO. 9 INSTILL Y BLOW-OFF ASSEMBLY PER STD. DWG. NO. 6 f — WELD CAP • TEMPORARY END OF LINE 4�-- INSTALL f TEMP. BLOW OFF ASSEMBLY PER STD. DWG. NO. 6A INSTALL If x6• R AHED TEE REMOME EXIST. WELD CAP & JON DIAL TOLL FREE QaoF ESS/0 L,� INSTALL It RESILIENT r GATE VALVE PER STD. D . NO. 4 4�``� �`I C. @1-- INSTALL It x It FLANGED TEE /v �� ' ; 4133 N o. IgE z �- INSTALL 1 r-10 GAGE CML a C WAITER MAIN 1 -800-422- cc* Exp. 9-30-05 CURVE TABLE ®— INSTALL 1 r xE FLANGED TEE r # D R L T INSTALL 14rx45 FLANGED ELBOW WilDiERGROLM SERVICE ALERT OF SOUTHERN CAL FORNU� �� \ B 3' 16 '54' 2445 . 00 ' 140 . 04 ' 70. 04 ' BENCH MARK PLANS PORED UNDER SUPERVISION OF _ DATE AP ROVED LO "go; DESIGNED BY DRAWN BY CHECKED BY DRAWING No. M O R i E 17320 Rodlei�l Ave. CITY OF RANCHO C s„xi350 CAMONGA COUNTY WATER DISTRICT BENCHMARK NO. 10051, ELEV.: 1300.686 BY R.C. D.L. C.C.W.D./RS?' o O x C M 92616 _ WATER IMPROVEMENT P FOR Dos- w o5-3 i SET 7 BRASS DISK IN CONC. CLN28 ��.G ASSISTANT GENERAL MANAGER COO PLAN STAMPED *CITY OF RANCHO CUCAMONGA BM S T AN L Y OR SE Moir.:919-251-9021 SCALE WORK AT N _ 4 t : 0 K ORDER LAS o 10051 198T AT THE NORTHWEST CORNER OF CUCAMONGA COUNTY WATER DISTRICT €.° S C M Y LT t W: 969-251-0316 BASE UNE ROAD AND SWANSON PUCE 0.25 ENGINEERING DEPARTMENT No. DAY CREEK BOUT-EVARD MILES WEST OF ETIWANDA AVENUE, AT '' SOUTHERLY END OF CATCH BASIN 2 FT. NORTH E E R S s U R V E Y O R f 10440 ASHFORD ST., CUCAMONGA, CA. 91730 AS SHOWN ADdo P 5821 2311 2411 MMWY FACLITES DISTRICT 200�0V SHT. 30F 3 REV. DESCRIPTION DATE PP' OF CURB RETURN. DATE 22 R.C.E. 20596 P L A N N E R S E N G I N 909 987-2591 29010/1MPLANS/CFD16/WAT03 2-22-03 CONSTRUCTION NOTES AND ESTIMATED QUANTiTES WATER WROVEMENT PLAN FOR NKGAhD AV£A11/E ITEM UANTITY wrommwIw WATER IMPROVEMENT UNIT SHT. 2 40 INSTALL 8"-10 GAGE CML AC C WATER MAiN. LF. 406 VICTORIA PARK LANE PROJECT 41 INSTALL 8' RESILIENT WEDGE GATE VALVE PER STD. DWG. N0.4 EA. 4 SITE 42 INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3 EA. 16 43 TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, AND THROUGHOUT CURVES PER STD. DWG. N0. 9 -- COMMUNITY FACILITIES 45 WEU) CAP • TEMPORARY END OF UNE EA. 3 a 47 INSTALL 12'x 8' CROSS EA 1 WATER FAPROVEMENT PLANS 48 INSTALL 12'xC FLANGED TEE EA 16 a b+ 50 INSTALL 12' RESILIENT GATE VALVE PER STD. M. W. 4 EA 8 IN THE CiTY OF RANCHO CUCAMONGA 52 INSTALL 17'-10 GAGE CML do C WATER MAiN LF 2,209 53 HOT TAP TO EXISTING WATERMAIN PER STD. DWG. NO. 11 & 11A EA 2 54 INSTALL 127x8' FLANGED TEE EA 2 Fi MMU BOULE"m 56 INSTALL 17705' FLANGED ELBOW EA. 1 irr iv Barr � .4D Vic MAP L L.� LANE M --- /'" Smc oft CRURCH ST. 1i0eENFRAL iAK TES i TRACT 16373 . ST. FUTURE SCHOOL EXI 9. F HiJ TRACT 18 374 1. ALL WATER LINES SHALL BE CONSTRUCTED N ACCORDANCE WiTH THE CUCAMONGA COUNTY WATER DISTRICT'S STANDARD SPECIFICATIONS AND THE LATEST ADDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION p 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING IBCA" THE CUCAMONGA VICTORIA t + 'I COUNTY WATER DISiRiCT COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR TO START OF . ' FLIT ST. 3. ANY CONTRACTOR PER!101 G WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SiTE AND SHALL BE HEAD SOLELY RESPONSIBLE FOR ANY WIIAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR W EX MAP NIDi(tECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SND FACNTiES ARE SHOWN ON THESE PLANS. SCALE 1•=200' 4. ALL 6-MCH WATER LKS SMALL BE 12 GAUGE STEEL; ALL S-MCH THROUGH 16-MCH WATER LINES SHALL BE 10 GAUGE STEEL, CIEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH ANSI/AWWA SPECIFiCATiON C205-00. 5. THE M P6 M AND MAXIMUM STATIC WATER PRESSURE WPM THIS PROPOSED SYSTEM IS 665 P.S.I. AND 75 P.S.I., RESPECTIVELY. 6. DOMESTIC WATER METER SIZE FOR LOTS WITH AREAS EQUAL OR GREATER THAN 10,000 S.F. SHALL BE 1'. ALL OTHER LOTS SWILL. HAVE A MINIMUM OF 3/4' METER. 7. ALL WATER LINES SHALL HE INSTALLED WITH 30 NICHES MINIMUM COVER. i!. ALL FIRE HYDRANT LOCATIONS SWILL CONFORM TO THE STANDARD SPECIFICATIONS OF THE CiTY OF RANCHO CUCAMONGA FIRE PROTECTION DISTRICT. 9. THE DEVELOPER SHILL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF CONTACT ALL EXISTING WATER HAMS AT POINTS OF CONFECTION PRIOR TO ANY UTLffYCONSTRUCTION OF FACILITES. ANY NECESSARY CHANGES OF WATER LIVE DEPTH DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS COUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR CONTINUANCE PRiOR TO EXCAVATION: OF CONSTRUCTION. GENERAL TELEPHONE COMPANY: (800) 422-4132 280 SOUTH LOCUST 10. THE CONTRACTOR SHILL HAVE A CLASS C34 LICENSE P.O. BOX 2920 , 11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS POMONA, CALIFORNIA 91766 - FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. SOUTHERN CALIFORNIA EDiSON CO. 1-800-655-4555 7951 REDWOOD AVE. 12. ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR PUBLIC DOAESTiC USE, OTHER THAN FOR RESIDENTIAL, SHALL HAVE FONTANA, CA 92336 3/4 : 1 SLOPE INSTALLED AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW 3/4 : 1 SLOPE OR GREATER OR ABY AS THE MNII`M1M BACKFLOW PROTECTION RE WREIEIVT. CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591 OR GREATER OR ADEQUATE SHORING 10440 ASHFORD STREET ADEQUATE SHORING COMPACTED BACKFILL -�� 13. THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DiSTRiCT- RANCHO CUCAMONGA, CALIFORNIA 91730 COMPACTED BACKFILL---___.,.,, FURNISHED METER BOXES. DCA CABLEVISiON: (909) 987-2225 OtANIRAR BEDDING 14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE 9155 ARCHIBALD AVENUE, SUiTE H FROM SELECTED TRENCH TiE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. SEE NOTE 40 RANCHO CUCAMONGA, CALIFORNIA 91730 • MN SIDE MATERIAL 104 l ( �) ERN COMPANY: _ a1' MAX � � � 8' MAX LEGEND �'� 15. �� SEPARATION �BET�STATEWATER LINES �s� � SOUTH CALIFORNIA GAS COMP 1-800 427-2200 RES. 216 N. EUCLID AVE. 1-800-427-2000 COMM. NOTES: PROPOSED WATER UNE WITH VALVE HEALTH CODE, TITLE 22, SECTiON 64630--C. ONTARIO. CA 91762 1. TRENCH WIDTH SHALL K CONTROLLED W- --�- EXISTING A 16. SAND BEDDING AND SAND BACKFILL N THE PPE ZONE IS REQUIRED SEWER ANo TO TOP OF PIPE ZONE. EX STI G W TER LINE WITH VALVE UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE METROPOLITAN WATER DISTRICT: (909) 593-7474 WMTER MAIN DISTRICT ENGINEER. 700 N. MORENIO AVENUE NIS2 TRENCH DEPTHS OF GREATER THAN 5' FH FIRE HYDRANT ASSEMBLY U VERVE, CA. 91750 : s'o� SHAM HAVE ADEQUATE SHORING. 17. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE •6'D• NOTE: CdIPAcrm SHALL BE Sox;iN ALL3 gAss n ACG. BASE All TRET�F1fS LESS '-` WATER SERVICE IIIIETERWiTH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL PACIFIC TELEPHONE COMPANY: (714) 999-5639 ZONES UNLESS OTHERWISE OM GRANULAR BEDDING PPE SUN _DE UNDISTURBED TRENCH STABILITY SHALL CONFORM FROM SELECTED TRENCH THAN tar N LENGTH PER CITY RANCID AGENCY. NATIVE MATERIAL SHAPED TO TO CAL-OSHA REQUIREMENTS SIDE MATERIAL CUCAMONGA STD DWG. 120 ACCOMODATE BOTTOM OF PPE CENTERLINE 1E. THE WATER CONTRACTOR SHALL ADIUST ALL GATE VALVE COVERS TD GRADE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR TYPICAL TRENCH SECTION AFTER FTFML PAVING IS COMPLETED. PROPERTY LINE 19. PRiOR TO THE ACTIVATION of ,MAY NEWLY coNSTRMEo NATER LINES, OR THE EXISTENCE AND LOCATION ANY UNDERGROUND UTILITY PIPES OR STRUCTURES CURB & GUTTER LINE ANY TO DQSTMG SYSTEMS, HYDROSTATIC TESTING AND SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF INAUDIBLE RECORDS. TO THE STD. DWG. N0. 30. DISINFECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SECTION 5, BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TRACT BOUNDARY TECHNICAL PROVISIONS, OF THE STANDARD SPECIFICATIONS OF THE TO PROTECT THE UTILITIES SHOWN AND OTHER UNES OR STRUCTURES NOT SHOWN ON CUCAMONGA COUNTY WATER DISTRICT. THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED O ------ DENOTES WATER PLAN SHEET NO. 20• THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS TO START OF CONSTRUCTION. AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND HEALTH DENOTES PROPOSED OR EXISTING FIRE HYDRANT REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION ASSEMBLY (BY OTHERS) 21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL CONTACT THIS OIIM^AMON('�A COUNTY WATER DISTRICT AT (909) 987-2591, THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS TWO WORKMG DAYS PRiOR TO THE REQUIRED INSPECTION DATE AND SUBCONTRACTOR'S COMPLIANCE WiTH THE •OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS *CONSTRUCTION 22. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CIFJW SET Of 'AS-BLIT o9�0J SS�oNw DIAL TOLL FREE DRAWINGS TO THE CUCAMONCA COUNTY WATER DISTRICT PRIOR TO FINAL C. �l CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE � �,� � ACCEPTANCE OF ANY SYSTEM. W s +� 1 -800-422-4133 RESPONSIBIIJTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS ,� a APPROVED FIRE PROTECTION DISTRICT 3 1 - N 23. APPROVAL OF THESE PLMIS rr+ z 8Y THE CUCAMONGA OOUMY WAITER DISTRICT REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING c� �• 20596 � AT LEAST T�0 QAYS A DOES NOT W CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTENCE HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER d, �. 9_30-p�j � YOU � � ANY � Off OW EXISTi UNDERGROUND FACILITIES WHETHER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN OR NOT SAID CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE J} Ci yl499ce FACILITIES ARE SHOWN ON THESE PIANS. NEGLIGENCE OF THE OWNER OR ENGINEER. Cr F Ui4DERGROUNO SERVICE ALERT OF SOUTHERN CAUF'ORNU It1N GL> RANCHO CUCAMONGA FIRE DISTRICT BENCH MARKPLANS ---- ----------------PLANS P RED UNDER31UPERVISION OF M DATE APPR VED12 IA DESIGNED BY DRAWN BY CHECKED Y CITY OF RANCHO CUCAMONGA a : � ORfE 17320RedkiMAw. B U AMONGA COUNTY WATER DISTRICT DRAWING No. BENCHMARK NO. 10051, ELEV.: 1300.686 V s.h.350 BY R.C. D.L C.C.W.D./RS 003- K/Ob- SET 2" BRASS DISK IN CONC. CURB p O K 1 C N Irvin,a Y2614 ASSISTA T VERA MA E oo WATER IMPROVEMENT PLAN FOR STAMPED "CiTY OF RANCHO CUCAMONGA BM STAN Y C. MORSE `( �': _ Voice:949-231-M I 1 10051 1987 AT THE NORTHWEST CORNER OF ► ►, s-: SCALE CUCAMONGA COUNTY WAT R I WORK ORDER ATLAS No. II _ �. � E D STRICT Q BASE UNE ROAD AND SWANSON PLACE 0.25 .�-; s t N u t r z FAX: 949-251-oStb �/� MILES WEST OF ETTWANDA AVENUE, AT ENGINEERING DEPARTMENT "O' 2311 Y I T IA PARK LANE SOUTHERLY END OF CATCH BASH! 2 FT. NORTH 2 20596 PLANNERS E N a 1 N E E R t s u R v E Y O R s 10440 ASHFORD ST. CUCAMONGA, CA. 91730 AS SHOWN DP-5821 & 2411 REV. DESCRIPTION DATE pp' OF CURB RETURN. DATE R.C.E. (909) 987-2591 FACIJTES DISTRICT 2001-01B SHT. 1 OF 2 94- 29011/IMPLANS/VICTORIA/WA101 2-21-03 CHURCH ST. ` w'a J9 00, FUTURE ST. DZ7.. JrdK ' C '� SCALE 1"=40' 22' 2 11' p+41.93 W TER WV PE7P`SMG .� a� i ,W, 18.33 sr�r Y....OF I 1 TRACT No. 16 37� �' ` L FUTURE SCOL ,. to e r i �J _ •. ..-- - - - - - - _ _. - __. 1 _. _ _ _ _ _- _, _ it - - _ _ _. _ ,;... ... 4 731.48' — 187,38' w 38 4 - w _ h _ VICTORIAP ARK "NE w O� +— lkc ,," � _ w _j t - 1 _ r y- �`� 13, Ct11 125 5. 2 FL_IgrRCP ' �. �• ,g�°> , ,.. TACT No. -16372 67fro �• _{ �1 1� IN's s0 � - Af �� FUTURE ST. HWY �A.wws SCALE 1"=40' � $ 40 tp 4 10 - - o �'1 ��t�° �c' .� � �`� f'' �° $ __ _... .-... .. _. .•.i.... _. _ .. ,_ _ ' ,��, 6� ��1�a p� t� :.b,q, tt -----_._ � ,tib• -- _.—__,_. - ..._ �_- - .....-,.�`- _ - _ --� x --s_ r4 ( 150, 57.38' -mss 4 L=310.06' ��: IL1p EA7STC1 R RK UNE �� P IA _ - VICOR _ r DRIvE TRACT NO. -16374 >� ox � h � �`�ox 8 11• o � B,q 04D SCALE 1"=40' �; fir, - - _ �� r '• - . w , 1 i •, �'. .r ..-._, •.-..w•..-'_"_'_'. _•.'•-. _.. � i ....._ -_ r_-.. ate-. -_ -_._.— . ..-- 1 �L - w -- N r144f W 12J 0tr 45 E 104.J5' �J1 1 r :r 4 `•g r i Yom:_ Z. # ! CONSTRUCTM NOTES g I VICTORIA PARK LANE WTALL 8'-10 GAGE CML & C WATER MAIN. '7� INSTALL Ir RESILIENT WEDGE GATE VALVE PER STD DWG _ 1 @Ill- INSTALL FIRE WDRANT ASSWY PER STD. M. 040. 3 y _ __ , _ :...•._ r.._. .:_ _ __.::.._. ._ _._.. _ - _ - __ _.__ ._.. _ .._ _. �, TACK HELD ALL JOINT'S 90' BACK FROM ALL ELEIIM, BLOWOFF, MID THROUGI W CURVES PER STD. DWG. NO. 9 4' 1 -- WELD CAP • TEMPORARY END OF UNE INSTALL 12 x Ir CROSS , INSTALL WX RANMD WE TRACT NO. V 374 QpF ESS, � { � � ' 1 r � INSTALL 12 RESILIENT GATE VALVE PER STD. W. No. 4 DIAL TOLL FREE oe o, �\ ! 1 -800-422-4133 �������' c• `��, - f CURVE TABLE �- INST� 12-10 cACE CML a c WATER MAIN c N "' No. ?�9 � ± l r..._ -.�_. _x, _ _._ _.. HOT TAP TO EXISTING WATERMAIN PER STD. DWG. NO. 11 a 1 IA AT LEAST T#0 DAYS � ,� BEFORE YOU DIG c� Exp. 9-30-05 I D R L T f3)- INSTALL If Ar FLANGED TEE A 31 '46 '29' 1070 . 00 ' 593 . 39 ' 304 . 54 ' CMI �* i �' B 22.48 ' 02' 1130 , 00 ' 449 . ()R ' 227 , 85 ' � INSTALL 12x45 FLAINM ELBOW UNDERGROM SERVICE ALERT OF SOUTHERN CAUFORNIA lFOF, GLSE \ I € BENCH MARK PLANS P ARED UNDER SUPERVISION OF DATE APPRO ED 3—to _0 3 DESIGNED BY DRAWN BY CHECKED BY DRAWING No. CITY OF RANCHO CUCAMONGA MORSE 17340 29^1111 Ave. �"�`X5 _ M O N G A COUNTY WATER DiSTRICT BENCHMARK NO. 10051, ELEV.: 1300.686 R.C.. . D.L. . . . ./ 603-W o8-2 SET 2• BRASS DISK IN CONC. CURB _ _ O O K i C M trvh ,CA 92614 ASSISTANT GENERAL MANAGER/COO WATER IMPROVEMENT PLAN FOR STAMPED 'CITY OF RANCHO CUCAMONGA BM STAN C. MORSE Voice-949-251-MI 10051 1987 AT THE NORTHWEST CORNER OF I, .- y CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER ATLAS No. O VICTORIA PARK LANE BASE UNE ROAD AND SWANSON PUCE 0.25 s t h n t t MX: 949 451 0516 No. MILES WEST OF ETIWANDA AVENUE, AT f ENGINEERING DEPARTMENT 2311 SOUTHERLY END OF CATCH BASIN 2 FT. NORTH 20596 ' L A N N E R S ENGINEERS Q I N E E R S SURVEYORS 10440 ASHFORD ST., CUCAMONGA, CA. 91730 AS SHOWN DP 5821 do 2411 FACILITES DISTRICT 2001-01B SHT. �f OF REV. DESCRIPTION DATE PP'D OF CURB RETURN. DATE R.C.E. (909) 987-2591 2 2 S N 29011/1MPLANS/VICTORIA/WAT02 2-21-02 _T �4 IkL WATER IMPROVEMENT PLAN PROJECT SITE &ASE M RD. B" ASE LINE ROAD Ulf ST.COMM NITY FACILIT tz- mS S u lffi'wD1 T ICT .Y U 2001... 01 FOOTIIfIl alw. IN THE CITY OF RANCHO CUCAMONGA ARROwif4 - > GENERAL NOTES 1. ALL WATER LIVES SHALL BE CONSTRUCTED IN ACCORDANCE WiTH THE CUCAMONGA COUNTY WATER DISTRICTS STANDARD SPECIFICATIONS AND THE LATEST ADDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2 THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA ��� (BOUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD NOT TO SCALE SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. DURNESS PLACE SAN CARMELA COURT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES NTH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TOM THEIR FACILITIES ATION RESULTING DIRECTLY,OR f J TRACT NO. 15165 ARE SHO L N FROM THEIR OPERATIONS,WHETHER OR NOT SAID FACILITES VICTORIA SELF STORAGE ARE SHOWN ON THESE PLANS, 4. ALL 54WH WATER LINES SHALL BE 12 GAUGE STEEL; ALL 64INCH I octsnHc T CML & C PARCEL MAP NO. 11035 THROUGH 16-INCH WATER LINES SHALL BE 10 GAUGE STEEL,CEMENT WATER UNEO(ISTRVG arm an GUTTER MORTAR LiNED AND COATED IN ACCORDANCE WITH ANSIIAWWA EXISTING EXIS"Ot'IG CURB & CUTTER ` Dmw S/w FIRE HYDRANT { € SPECIFICATION 0205.00. FiRE HYDRANT ( ` 5. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WTTHIN THIS FiRE HYDRANTPROPOSED SYSTEM IS 144 P.S.I.AND 152 P.S.I.,RESPECTIVELY. a. ALL WATER METER SIZES SHALL BE(WA). pROPOSEp 18' RCP aTING 8' VCP SEWER EXISTiIV6 48' RCP STORK DRAIN FIRE HYDRANT f + INCHES MifVIMUM COVER. - T STORM DRAIN, ___ ; ' + EX(ISTiNG CURS 7. ALL WATER LINES SHALL BE INSTALLED WITH 30 '^° EXISTING 17 CML do C WATER UNE - •_ �-___. `--- ""' �. PER DWG. NO. 12044 ' y�``-•�� -- '_.. a. ALL FIRE HYDRANT LOCATIONS SHALL CONFORM TO THE STANDARD s ___ _..._..-� -- 6 EXISTING Ir CML C SPECIFICATiONS OF THE CITY OF RANCHO CUCAMONGA FiRE PROTECTION -- -- --------- tJ ---_--- WATER �- ----- DISTRICT. ' 9. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF `�`-� "' 293.01' PROPOSED CURB BASE LINE ROAD 127.53' Sar 3 ALL EXISTING WATER MAINS AT POINTS OF CONNECTION PRIOR TO ANY .. .- -;�` __..-. _.._ __ �_ __.- �__ .____- ______ _._ �. -._ �- , _ .--_-. _. . 11�. -. __ _. ___ .- _ -._._.. ___ ____ � � � -. _._- -. _.- -_.-_ _- ____ ___.. ___._ - � EXISTING 1 f CML & CONSTRUCTION OF FACILITIES.ANY NECESSARY CHANGES OF WATER LINE ^� - 11 8 i EXISTING VAL `-`- DEPTH DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA C WATER UNE `� 8 1 S 1Q1 1 D(ISiM 41 CML & C WATER LME 9 10 1 8 S 3 1 Qom;j 1 1 S 1 COUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR CONTINUANCE PER DWG. NO. 12044 _ _ T*''_. . _ ._ _. __ ._ _. __ _. __. __ -- -_ _ _. ._ -- _.------ _, - _- - _ _ .X �' ] .- - __. ..._ .-- -- ..- - -- _ _ _ _ ... -- -- - -.__- . - - -- --- EXiSTMG SIAMESE VALVE OF CONSTRUCTION . E 1 OT N 4T49'2d "`` EXISTING BLDG. 2 5 3 10. THE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE. •���,.._.._ _ _..- _ . -.- y 4 3 JOIN E)dST PROPOSED JOIN EXIST. - _- _ 11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS EXISTING EXIST .._. -_ _. .__ BMW D60ME DETECTOR CHECK VALVE EXISTING 1'r CML C WATER UNE ---_ ._� FROM THE APPROPRIATE LOCAL AGENCIES PRiOR TO ANY CONSTRUCTION SEE DETAIL 'A' 1 14 PROPOSED CURB GUTTER PER DWG. N0. 12044 FIRE HYDRANT 3 PARCEL � ��� �� EXIST NVG WITHIN ANY STREET,RIGHT-OF-WAY OR EASEMENT. BELOW FIRE Dagen BLDG. b EX ISiiNG P.I.V. 11 ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE fRRTGATiON OR s PUBLIC DOMESTIC USE,OTHER THAN FOR RESIDENTIAL,SHALL HAVE w1Y INSTALLED AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW ASSEMBLY AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT. ' i 13. THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRICT- i FURNISHED METER BOXES. i 14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I.(SEE NOTE I5). 15. THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER CONSTRUCTION NOTES & ESTIMATED QUANTITIES LEGEND LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE,TITLE 22,SECTION 64630-C. GRAPHIC SCALE NOTE:CONTRACTOR �. SVERIFY EXISTIING UNANIroE�NATIVE�T�ER�S�AR�E CLL IN THE ONSIDERED SEZONE UITABLESAS S�UCH�BY THE � STREET tMPROVEIi�ENTS UNIT QUANTITY PARCEL 40 0 20 40 eo 10o aEVAT-IONs AND LOCATIONS DISTRICT ENGINEER. STREET CENTERLINE ----- _ ..r TO START OF CONSTRUCTION 1. INSTALL 12'-10 GAGE CML&C WATER MAIN LF 786 17. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE CURB&GUTTER ------ ( IN FEET ) WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL 2. REMOVE EXISTING 12'-10 GAGE CML d C WATER MAiN LF 752 Z 1 inch= 40 It. AGENCY. EXISTING WATER MAIN --- --- -- 3. ABANDON EXISTING FIRE HYDRANT GATE VALVE EA 5 1a THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO(MADE 4. REMOVE EXISTING FIRE HYDRANT WATER MAiN LF 31 EXISTING FiRE HYDRANT 4 -_ AFTER FINAL PAVING IS COMPLETED. 5. RECONNECT FIRE HYDRANT EA 4 fm 19. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRl1CTED WATER LIVES,ORS TRENCH Q ANY CONNECTIONS TO EXISTING SYSTEMS,HYDROSTATIC TESTING AND 6. INSTALL 12'45 FLANGED ELBOW EA 4 p� DISINFECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SECTION 5, 7, INSTALL FIRE HYDRANT MAIN IN KIND LF 23 S TECHNICAL PROVISIONS,OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. 8, TRENCH PER C.C.W.D.STD.DWG.NO.30 SF 7,847 �+ � 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE 9• REMOVE AND RELOCATE EXISTING 12'X 12'X d'VALVE AND r GATE VALVE EA 1 UTILITY CONTACTS PRIVATE ENGINEER'S NOTICE TO CONTRACTOR FiiNfSFi SURFACE OVER PIPE ALERT(1-800-227-2600)AT LEAST TWO WORKING DAYS(48 HOURS)PRIOR 10. REMOVE EXISTING 8'-10 GAGE CML i C WATER MAIN LF 5 ca TO START OF CONSTRUCTION. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PEES OR STRUCTURES � 11. INSTALL 8'FIRE HYDRANT GATE VALVE PER CiTY STD.DWG.NO.4 EA 4 CONTACT ALL UTILITY COMPANIES AS REQUIRED,2 WORKING DAYS PR iOR TO EXCAVATION. THE EX ON THIS AND ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.ESST UC THE PROPOSED It RCP STORM DRAM 1 �� i t CML & C WATER MAIN as 21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT,THE CONTRACTOR SHALL 12. REMOVE AND REPLACE EXISTING PAVEMENT PER CITY STD.DWG.NO. 120 SF 7,847 BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 1 CONTACT THE DAYS PRIOR COUNTY WATER DISTRICT AT N D 4. 7440, SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (d1d)969-7911 THESE PIANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHOD TWO WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. 13. INSTALL BLOW OFF ASSEMBLY PER C.C.W.D.STD.DWG.NO.6 EA 1 MR.BOB STALLINGS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON 5 22. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF'AS-BUILT' 14. INSTALL AIR 6 VACCUM RELEASE VALVE PER C.C.W.D.STD.DWG.NO.7 EA 1 1 THESE PLANS. 10' OC DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRiOR TO FINAL GENERAL TELEPHONE ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ACCEPTANCE OF ANY SYSTEM. SOUTHERN CALIFORNIA GAS COMPANY I-SM477-2200 RES. TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE 6 23. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT 216 N.EUCLID AVENUE 1-d00-427-2000 COMM. PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS 6 DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTENCE ONTARIO,CA 91762 LINO SUBCONTRACTORS SHALL COMPLY WITH THE'OCCUPATIONAL SAFETY AND HEALTH OF ANY EXISTING UNDERGROUND FACILITIES,WHETHER OR NOT SAID REGULATIONS'OF THE U.S.DEPARTMENT OF INDUSTRIAL RELATIONS"CONSiRUCTION. 6 FACILITIES ARE SHOWN ON THESE PLANS. CUCAMONGA COUNTY WATER DISTRICT (909)997-2591 9641 SAN BERNARDiNO ROAD THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS 1 V 24. TACK WELD ALL JOINTS ON WATER MAIN RANCHO CUCAMONGA,CA 91730 AND SUBCONTRACTORS COMPLIANCE WITH THE"OCCUPATIONAL SAFETY AND HEALTH O REGULATIONS'OF THE U.S.DEPARTMENT OF INDUSTRIAL RELATiONS*CONSTRUCTION. DETAIL 'A' o METROF%rrAN WATER DIS I RST (909)593-7474 w 700 N.MORENO AVENUE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE NTS LA VERNE,CA 91750 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF Z THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;THAT THiS SOUTHERN CALIFORNIA EM'ONI COMPANY 1(8m)65"555 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING uj 7961 REDWOOD AVENUEHOURS:AND AND THE ENGINEER HARMLT THE ESSFROMFROM ANY AND ALL LIABILITY,CTOR SHALL DEFEND, (REAL OR ALLEGED FY AND HOLD THE OWNER _ FONTANA,CA.92366 m DIAL TOLL FREE CONNECTION WITH THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE • CHARTER COMMUNICATIONS CORP mg)wmm NEGLIGENCE OF THE OWNER OR ENGINEER. 1 -800-422-4133 4240 N.HALLMARK PARKWAY (909)880-0230 AT LEAST 1W OM APPROVED BERNARDINO,CA 92407 CL APPROVED FIRE PROTECTION DISTRICT F-- KFOW YA W YOU OIG UA UNDERGROUND SERVICE ALOF SOUTHERN CALIFORNIA ERT W RANCHO CUCAMONGA FIRE D STRIICI lz BENCH MARK PLANS REO NDER SUPERVISION OF DATE APPVED R 3 - > O3 DESIGNED BY DRAWN BY CHECKED BY DRAWING No. 3E CiTY of RANCHO CUCAMONGA mon" Aw. q - C UC T W BENCHMARK NO. 10051, ELEV.: 1300.686 BY Z • B.J.B. B.J.B. C.C.W.D./RS DAMONGA COUNTY WATER DiSTRI o O K I C M lnriee,CA 92614 00 3-W 0 7- l �-- A . SET 2' BRASS DISK IN CONC. CURB %v4< D v ASSISTANT GENERAL MANAGER/COO PUBLIC WATER IMPROVEMENT PLAN FOR 3 STAMPED "CITY OF RANCHO CUCAMONGA BM STA L C. MORSE i � i Vrioe:149-231-8221 10051 1987' AT THE NORTHWEST CORNER OF V k -� CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER ATLAS No. BASE LINE ROAD BASE LINE ROAD AND SWANSON PLACE 0.25 i C M Y lT i FAX: 949-251-0516 No. V MILES WEST OF ETiWANDA AVENUE, AT ENGINEERING DEPARTMENT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DATE 2-2'4 -03 R.C.E. 20596 P L A N N I R 5 E N 0 1 N I I R SURVEYORS 10440 ASHFORD 909 , CUCAMONGA, CA. 91730 AS SHOWN DP 582( 2111 COMMUNITY FACILITIES DISTRICT 2001-01B SHT. 1 OF 12 REV. DESCRIPTION DATE pp' OF CURB RETURN. S N E�FT `7 L0 �41:\29011\IMPLANS\BASE LINE\WAT-0l.dwg 2/24/03 CONSTRUCTIOIN NOTES AND ESTNA OUAN i i i ES WASWk OV PLAN FOR 0404m A~ � � QUANTITY ".I mr Lw ARBOR WATER IMPROVEMENT uMr sNT. 2 LANE PRO.�CT 40 INSTALL Q'-10 GAGE CML & C MIATER IAM. LF 1,288 � �E 1 A +1111. 41 INSTALL Ir RE%W WEDGE GATE VALVE PER STD. DWG. NO.4 EA 4 42 INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3 EA 8 43 TACK WELD ALL JOINTS 80' SACK FROM ALL ELBOWS, BLOWOFF, AND THROUGHOUT CURVES PER STD. M. NO. 9 -- 45 WELD CAP • M30NAAW END OF LINE COMMUNffY FACL S DISTRICT 2001� 01B EA 3 QM1�'� a WATER WROVEMENT -PLANS 46 INSTALL Ir X 11-1/4' FLANGED ELBOW EA 3 47 INSTALL � X45 FLANGED ELBOW � 4 INTHE CITY OF RANCHOCUCAMONGA 49 REMOVE TEMP. BLOIMOFf ASSEMBLY 4 Ilclois� nlller L I EA w�' 50 INSTALL l'xlr FLANGED TEE EA 2 51 CONSTRUCT CONCRETE ENCASEMENT PER STD. DOG. NO. 23 LF 19 foonRt N>teu� wws>Ig /0 VKVM MAP GFN & 1. ALL WATER LIES SIMLL 8E CONSTRUCTED M NCOOiRDAi10E WITH THE CHURCH STREET AND THE LL»CUCAMONGA OF SPE FOR PUBLIC ANDARD I j'U;r, ST. -TRACT N0. 18370 CONSTRICTION. i I THE CONTRACTOR Q RESPON'SW FOR SECURING FROM TIE CUCJMrMONGA i 77 I COUNTY MATER DISTRICT COPES OF THE LATEST STANDARD i 78 79 I 80 ! 81 82 i 1 1 2 3 4 5 6 1 7 8 1 9SPECIFICATIONS PRiOR TO START OF CONSTRUCTION. LOT C 3. WCONTRACTOR PDRfORMMG WORK al THIS PROJECTSLWIi1 • - �- - - \ THEMSELVES WITH THE SiTE AND SHAME K HELD SOLELY RAE FOR _ :_, ANY D444a TO DQSTING FACILITIES RESULTING DIRECTLY, OR I ARBOR LANE _ IDiFZECTLY. FROM THEIR OPERATiONS. WHETHER OR NOT SAID FAalT1ES ARE SHOWN ON THESE PIANS. o T 4. ALL G-INCH 111197ER LIE'S SWILL K 12 GAGE STEEL; ALL d-INCH INROUGH 16-WH Of LINES CAUGE STEEL, CEMENT LVED IMA OOAT'ED �Ii�AttCE WRFI l - - MORTAR ANSI/ 1 41 42 43 I 44 45 46 47 \ SPECIFICATION C20S--00. TRACT N0. 16373 S. TIE MINIMUM NO MAXIMUM S1tCM WRIER PRE55 W WIIFAIf TMS ! i ! I PROPOSED SYSTEM R P.S.I. AiA P. RESPECTIVELY.16 75 S.I. DOMESTIC WAI METER SIZE FOR LOTS WITH AREAS MM OR GRE'AI THAN F'UT. ST 10,000 S.F. SHALL BE 10. ALL OTHER LATS SHALL FINE A IINiMMUM OF 314E I METER. 7. ALL MATER LBWS SWML 8E i6TMM WITH 30 IICFIES ON" COVER. IV" MAP Nt. ALL FRE FftDiOMtT LocATioNs SiiNl oOiNFOaI TO THE sTMAARD SCALE 1"=100' SPECIFICAIMS OF THE CITY OF RANCHO CUCAMONGA FRE PROTECTION LRSTRIC,'T. 9. THE DEVELOPER SWtL MW 1" OICINEER VERIFY T4 ELEVATIONS OF ALL E)QS M MATER INNS AT POINT'S OF CONNECTION PRIOR TO ANY UTL" CONTACT CONSTRt1CTiON OF FNIM. ANY NECESSARY CHANGES OF WATER UTNE DEPTH DURING CONSTRUCTION SHALL BE REPORTED m THE CUCAMONGA CONTACT THE FOLLOMMING, AS REQUIRED, 2 WORKING DAYS COMITY MATER DISTRICT FOR REVIEW AND APPROVAL PRIOR CON WU ANCE PRIOR TO EXCAVATION: OF CONSTRUCTION. GENERAL TELEPHONE COMPANY: (800) 422-4132 280 SOUTH LOCUST iQ THE OdFETRUIL'TOR iIJ�l1. MIME A CLASS C34 UCEIMSE. P.O. BOX 2920 11. TIE OONT16ACi0R SiiKl E REQUIRED TO 0VIAIN THE NECESM PERMMiTS POM01!N, CALIFORNIA 91766 FROM THE IIPT'ROf '.TE VOCAL AGENCIES PRIOR TO ANY CONSTRtUCT10N WITHIN ANY STREET, iI HT-OF-IlkY OR EASEMENT. SOUTHERN CALIFORNIA EDt90N CO. i-800-655-4555 7951 7951 REDWOOD AVE. 12. ALL WATER METER SERVICES FOR THE USE OF lJMA9CAPE IMl1(I'�RTioN OR R, CA. AVE. RAC DOMESTIC USE. OTTER THAN FOR NEWNTLAL, SHALL WNE 3/4 : 1 SLOPE +STALLED AN APPROVED REDUCED PRESSURE PRINCIPAL 9ACKFLOW 3/4 : 1 !LOPE OR QEATER OR ICY AS THE MINI SACKFL0W PROTECTION REQUIREMENT. CUCAMONGA COUNTY WATER DISTRICT: (909) 967-2591 Oit OEEATER OR ADMATE sINORRic 10440 ASHFORD STREET ADEQUATE SMORIiIC �� COWAM SAA(FIL _____�� 11 iW MATER CONTR'TOR SFMWLL E RESPONSIBLE FOR INSTALLING DISTRICT- . W NCHO CUCAMONGA. CALIFORNIA 91730 �-COMPACTED eAdcFiLL-� FURNISHED METER BOXES. DCA CABLEViSiON: (909) 967-2225 VAN" 14. FARE IOU.A11tiG WLVES ARE LEIMM FOR EACH SERVICE WHERE 9155 ARCHSALD INMENUE, SUITE H - "m SELECiD wo" THE WATER SYSTEM PRESSURE DCEEDS 80 P.S.I. (SEE NONE #5). RMMCHO CUCAMONGA, CALIFORNIA 91730 SDE MATENOAL � ' M Nr MAX r MAX LEGEND 15. THE MINiMMUM IMARA" BEtrrEET+ VIM LKS NO S♦wiM SEWER SOUTHERN CAUFORNUI GAS COMPANY' t-800-427-2200 RES. LANES SHALL CONFORM TO THE STATE OF CALIFORNIA ENViRONMEMAL 216 N. EUCLID AVE. 1-600-427-2000 COMM. NOTES: PROPOSED WATER LINE WITH VALVE NEALTH COOL TIRE 22, SEC" W210-C. ONTARIO, CA 91762 1. TRU" MIDTM WAILL E WeRM0 W EXISTING WATER UNE WiTH VALVE tE SADA AND SIMID dilCK U N THE PRE ZONE IS IEQUARED Km MND TO TOP OF PIPE ZONE. tKESS NATI E MNIIERUALS ARE CONSIDERED SUITABLE AS SUCH BY THE METROPOLITAN WATER DISTRICT: (909) 593-7474 MINER MANN DISIRICI Domm. 700 N. MORE.NO AVENUE �� �t�.� � , .., i tiRrlNaN oEPTMs OF AI1EAlER MINIMI s' FHO 0 FlRE HYDRANT ASSEMBLY 17. TRENCIi IESTORI4TION AIRF lUIYEM�NiT IEPIrlt � eE N � LA VERNE, CA. 91750 s=D• SMALL HAVE ADEQUATE SN�MM. Nib' WITH THE STM�6 AIA SP£CFF1CA11oNS OF THE IIPPROMIE LOCAL PACIFIC TELfPHOiE COMPANY- (714) 999-5639 NOTE: ZOMPAC1Fdr Sl1O E MOIL M IF 3 txAss N W. ALL 11EiMCMES tJZs WATER SERVICE METER ZONES t1NLN'SS O1ME1t1rr9E SPECIFIED at111tAAR BEDDING PIE } IARRSTUR!lEED 111E" STAWITY SHALL 00WORM FROM SELECTED TRENCH TIM! 100' NN LENGTH PER CITY RANVGIO AGENCY. NAR4E MATERIAL SHAPED TO TO CAL-OSHA REQUiitEINEitTS SDE MATERIAL CUCAMONGA STD M 120 CENTERLINE ACCOMODATE BOTTOM OF PIPE 16. THE WATER DONTI�TOIt SLINw.t. MW ILL QW VMELVE OOAIERS TD GRADE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ". TYPICAL TRENCH SECTION PROPERTY LINE 19. '� FNA+. IS � PRIOR 70 TM: ACiWl OF ANY NEWLY CONSTRUCTED WMAiER LIES, OR THE DOSTEWCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES Olt STRUCTURESAWCONNMG CONNECTIONS TO D%T SYSTEfIiS. HYDROSTATIC TESTING AND SHOWN ON THIS " ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE STD. DWG. NO. 30. CURB dt GUTTER LINE DISINFECTION SHALL eE P'ERfORb!M IN ACCORDANCE WITH THE SECTION 5. BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR iS REOL"RED TO TAKE DUE PRECAUTIONARY METHODS TECFINICAt PROVISIONS, Of THE STANDARD SPECIFICATIONS OF THE TO PROTECT THE UTiUTNES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON TRACT BOUNDARY CUCAMONGA COUNTY WATER D THESE PLANS. ALL CONTRACTORS AND PERFORMING W01tlt SHOWN ON OR RELATED Z ------ DENOTES WATER PUN SHEET NO. 20. THE CONi XTM SWILL 8E RE5PORSOLE TO WFY Ul11DERGIFA A SERVICE TO THESE PLANS SHALL CONDUCT THEiR OPERATIONS SO THAT ALL EMPLOYEES ARE ALERT (1-800-227-2000) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS TO START OFCO10.5�ON• AND SUBCONTRACTORS SHALL COMPLY WiTH THE "OCCUPATIONAL SAFETY AND HEALTH DENOTES PROPOSED OR EXISTING FIRE HYDRANT REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS *CONSTRUCTION 21. FM WIM SYS�EMt MSPEC!"I ON TMS PWCf�Uwr' t1E OINK 3w&l ASSEMBLY (BY OTHERS) OOKTACT 11E CUC* COUNTY M>rTE1t DISIIRICI AT (!NX 987- 1, ML THE CENGNEER 94ALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS 1WO WORK% DAYS PRIOR TO THE � IISPECiION DATE 987-2501. AND SUBCONTRACTOR'S COMPL 4CE WiTH THE -OCCUPATIONAL SAFETY ANP HEALTH _ REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELAnONS 'CONSTRUCTION ( ESS/ 2L THE CONTRACTOR SHALL fETURN A LE61BI AND CLZAN SET OF 'AS-9UIUr Q� DIAL TOLL FREE O MAI S TO THE CUCIAt�NGA COUNTY NkTER DISTRICT PRIOR TO FINAL CONTRACTOR ON RACTO�unY FURTHER AGREES oCONDITIONSHEALL ASSNG UME SOLE AND COMPCONSLETE TucTiON of �,,�� C 1 -800-422-41 33 ACCMRrZ OF ANY SYSTEM. THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS N H , - APPROVED FIRE PROTECTION DISTRICT 3 21 APPROAAAL OF THESE PLANS BY THE CUCAMONSA COUNTY VATER DOIWI REOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING c� No. 20'596 1 AT Lm M mYS DATE DOES NOT OONSTRIUIE A RESEMATi0F1 OF THE ACCURACY OR EXISTENCE HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER d �- �-30-05 KFOW PRE AND THE ENGINEER HARMLESS FROM Y AND ALL LA&LITY, REAL OR ALLEGED, MI * * art FACILITIES ARE SHOWN OF MY DUSTING ON �OUND 1T1ES. WHETHER OR NOT SAID AN CONNECTION WiTH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE `l C1YEl �� 1000. NEGLIGENCE OF THE OWNER OR ENGINEER. '�1F CAL4 UNOERORaUN D �EtRVicE ALERT OF SDVD*" CANLWORNIA li� -RANCHO CUCAMONGA FIRE DISTRICT BENCH MARK PLANS PARE UNDE U ERVISiON OF �v DATE APP OVED 3--(� -ND3 DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. C" OF +o CUGAMONC�11 moos vn20 Nle"A!w. } . U A M O N GA WATER DISTRICT BENCHwx N0. 10031, ELEV.: 1300. »u..3n COUNTY sF1 r BRASS oNslc IN CONC. CURB = !Y __. _ R.C. o.L. c.c.w.o./RS 003 -W04- I O O K I C M swim,CA 9%14 ASSISTANT GENERAL MANAGER/COO WATER IMPROVEMENT PLAN FOR STAMPED 'CITY OF RANCHO CUCAMONGA ILMI STAN7 C. MORSE I i E Vsks..N►-291�f41 SCALE WORK ORDER ATLAS No. 10051 tENeT AT THE iNONtTiEMEST CORNER OF s c w V tT s 1MNt: M!-tS1.OS1� CUCAMONGA COUNTY WATER DISTRICT A OR LADE BASF UNE ROAD AND SrM�NSOiN PLACE 0.25 No. MILES WEST OF ETiWANDA AVENA, AT :.� = ENGINEERING DEPARTMENT SOUTHERLY END OF CATCH BASIN 2 Fr' NORTH DATE 3'3''03 R.C.E. 20596 P L A N N E R s INGINEIRS S U R V E Y o R S 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN DP 5521 2211 CO FACMUS D TWT 2004-08 SHT. 1 OF 2 REV. DESCRIPTION 11 Al DATE pp' OF CUR13 RETURN. 909 987-2591 S b{ L j 7 77 0 F�94 29011/IMPLANS/AREsOR/WAT01 3-03-03 *WE AW WPW MMMM ON MW SMUT CONSTRUCTIK)IN NOTES . CHURCH STREET � of�a'���"a�co� E � rrsrAu �'-1a �cE ars s c wATER �. OM ON 7W A4fM M Allo SPEOF �tIOP6 AS SET BY 1W 4 NSTALL Or 111111311.01T WIME CATE V1iLVE PER STD. DW(;. 010.4 " FUTURE STREET myov acw^rA fff gsmff.. NSTALL FK HYDRANT ASMWY PER STD. M. NO. 3 SCALE 1"-40' ,, I �--TACK WELD ALL JOINTS Ila' BAa( FROM ALL ELEIM, BLOVOT, AND THROUGHOUT CURVES PER STD. MG. NO. 9 1B' 15' 16' I NELD CAP • TEMPORARY END OF LINE b NSTALL Ir X 11-1/S FLANGED MIX NSTALL Ir X45- FLANGED WIM T IT `� , 8 ' RE>M TEMP. BLOWOFF ASSEMBLY • 1 od M R� �s NSTALL ne F Amm TEE ♦ + CONSTRUCT CONCRETE D CASEAI!?1f PER STD. DING. NO. 23 1 CGS[ t cuw. 'o o - - ----- 1 N N 1'2&'4 w i 254.49' - ` 128,e N' 671.56'64, - - - - - - - - --- -- - - I , -+---------- - ' �• 1 4 pps \ -- — — — - _ I + I 1 40 I iIlk i► , ' ti N T-= x Q� a,Q • FUTURE STREET i I I I EXE'/. 13' KF 211E7P I PER ONG AV. 18.1`3 ol CONS UCF COAVWV QrA5E W PER C.C.w.D. Sm. DWG. AV. 23 460 c _ 1 fAVIS�/ SLAFACE OWR IN17ER rFS-f2793f I Wrt LAS 27 IAN 00 � MW. CK X116' 1�� �` 1 '^� -+ j - Ex►sT .jli'IFCP s.Q C �� f t c MM7ER mw V) Si Z3 50 P#YW TO S1T av 70P OF DaST R0 FL EXIST. �Hx9N' 14CB &D. �6 r ARBOR LANE ` ' DETAIL — CROSSING W/RCB N.T.S DIAL TOLL FREE oQa�Ess1 1 -800-422-4133 �', �''�'` C. AFORE 1IOU DIG EV. 0-30-05 UNDERGROUND SERVICE MMtr OF SOUTHERN CllIlFOR1'M elf Qr BENCH MARK PLANS ARE UNDER SUPERVISION OF DATE APPROV D ,(_� ' �I D r 0 � � M ��� - .R�� Mo>lf1E ���... � DESIGNED BY DRAWN BY CHECKED BY C;AMONGA COUNTY WATER DISTRICT DRAWING No. BENCHMAN NO. 1OM1, M.: 1300.686 BY R.C. D.L. C.c.W.D./RS 00-1 -woo-2 SET r BRASS WK 04 CONC. CURB — __- .o z I c M k.b.,CA M14 ASSIST/diT coo _ WATER IMPROVEMENT PLAN . FOR STAMPED *CITY OF RANCHO CUCAMONGA BM ST N Y C. MORSE � vwo«�M-!S 10051 Isar AT THE NORTI��EST CORrR OF SCALE WORK ORDER ATLAS No. BASE UNE RM AND p p r s c w r t z Mx tN►-tstta CUCAMONGA COUNTY WATER DISTRICT No. ARBOR LAN MMES WEST OF AVENUE. AT �. _ ENGINEERING DEPARTMENT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH � 20596 � L A N N E R : E N EI I N E E R S S Y R V E Y O R >< 10440 ASHFORD ST., 87-25 NGA, CA. 91730 AS SHOWN DP 5821 2211 FACLRES W I FW 2001-09 SHT. OF n REV. DESCRIPTION DATE pp' OF CURB RETURN. DATE 3 �'�3 R.C.E. 909 987-2591 2 2 _ _- ^ H ��� �� OF 494 29011/NIIPLAPiS/ARB0R/*AT02 3-03- 03 9ASELNE RD. COMMUNITY FACILITI S DIST ICT 2001� 01 CH" ST. SEWER SYSTEM NOTES FOOTHILL BLVD. SEWER IMPROVEMENT PLAN - 1. ALL SEVER LINES SHALL CON M CE WITH THE PROJECT CUCAMONGA COUNTY WATER DISTRICT'S STANDARD SPECIFICATIONS AND THE ARI Mf RT. IN THE CITY OF RANCHO CUCAMONGA SFIFE LATEST EomoN OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. K 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. 4TH ST. flURCH ;ST. 3. ANY CONTRACTOR PERFORMiiNG WORK ON THIS PROJECT SHALL FWLMZE THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACUTIES RESULTING DIRECTLY, OR INDIRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. ___ j •V i - 4. ALL SEINER LINES SHALL BE WMF1ED CLAY PiPE (V.C.P.), UNLESS OTHERWISE SPECIFIED ON THE PLANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. THE MINIMUM VICNTY MAP '' •�• SLOPES FOR ALL SEWER MAIN LINES SHALL CONFORM TO SECTION 11-14, _ _ S I TECHNICAL PROVISIONS, OF THE STANDARDS AND SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. NOT TO SCALE I �Q 5. ALL SEWER LATERALS SHALL LE V.C.P., UNLESS ORHERW?SE SPECIFIED ON THE PLANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CONSTRUCTION RTES AND QUANTITIES ESTIMATES _ � �; , f = , o� � ,�',� CUCAMONGA COUNTY WATER DISTRICT. ALL HousEs LATERALS sHALI BE 4 •`� W •I� /INCHES IN DIAMETER, WHILE LATERAL SIZING FOR OTHER FACILITIES SEWER IMPROVEMENTS NOTES QUANTITIES ! I Z ' �N i (COMMERCIAL, INDUSTRIA, APARTMENTS, ETC.) SHALL BE AS NOTED ON THE LATERAL CTIONS TO THE MAIN LINE THROUGH � � �� r• PLANS. ALL LA CONIINE SHALL BE UNIT SHT.2 SET. 3 SET. 4 SET. 5 SET. 6 SET. 7 SET. 8 SVT. 9 SHT.10 TOTAL A WYE CONNECTION, UNLESS OTHERWISE SPECIFIED ON THE PUNS. 30 CONST. 8' VCP SEWER MAIN (TRENCH PER C.C.W.D. STD. DWG. N0. 30). LF. -- -- 278 322 1,299 1,245 1,184 1,063 -- 5,411 °C 6. THE CONTRACTOR SHALL. LE REQUIRED TO OBTAIN THE NECESSARY 31 CONST. 4 DIAMETER MANHOLE PER C.C.W.D. STD. DWG. NO. 18. EA. -- -- -- -- 2 4 4 3 -- 13 c _ PERMITS FROM THE APPROPiN<ATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION WITHIN ANY STREET RIGHT-OF-WAY OR EASEMENT. * 32 BORE do CASE 8' SEWER UNDER JURiSDiTiONAL STREAM BED USING 16' LF -- -- -- -- -- -- -- -- 139 139 4 STEEL CASING PER CCWD STD. DWG. NO. 22 �► � •�, ! `� 7. THE DEVELOPER SHALL. WAVE THEIR DIGiNEER VERIFY THE ELEVATiONS OF 33 BORE & CASE IT SEWER UNDER EXiST. PAVEMENT USING 30' CASING ! =a ALL DOSTING MANHOLE INVERTS AT POINTS OF CONNECTION PRIOR TO ANY PER CCWD STD. DWG. N0. 22 LF. -- 72 -- -- -- -- -- -- -- 72 ! i " ( •e i 220 220 a o ��� .; DEPTH OR DESIGNED SLOPE OF 1FE SEWER LINE PRiOR TO 0 CONSTRUCTION OF FACUTIES. ANY NECESSARY CHANGES OF MANHOLE 34 REMOVE EXIST. IT VCP SEWER MAIN LF. -- -- -- -- -- -- -- -- �- � ��, CUCAMON('�A WATER SHALL BE REPORTED TO THE COUiNTY 35 REMOVE EXIST. PLUG & JOIN EA -- -- -- -- -- -- -- 1 - 1 a F- FUTURE -"- AND APPTtavAL PRIOR TO CONTINUANCE of OiSTRICT FOR REVIEW 36 CONST. 15' VCP SEINER MAIN (TRENCH PER C.C.W.D. STD. DWG. NO. 30) LF. 316 1,035 1,085 997 -- -- -- -- -- 3,433 �' I` � � VICTORIA GAR®ENS MALL w a 0 ,; S. THE IMIMIMRIUM SEPARATION BEiWmN WATER LIMES NO SANITARY SEWER 37 CONST. 5' DIAMETER MANHOLE PER C.C.W.D. STD. DWG. NO. 18 EA. 1 3 3 4 -- -- -- -- -- 11 4 • %, IINI SHALL CONFORM TO THE STATE OF CJYFORMA EMRRONNH�IENTAL 38 INSTALL 8' PLUG EA. -- -- 3 3 -- 1 -- 2 -- 9 �/ !' HEALTH CODE, TITLE 22, SECTION 64630-C. Ammcmw SWM BED LEGEND - - 9. THE CONTRACTOR SWILL HAVE A CLASS C42 LICENSE 40 BREAK INTO EXISTING MANHOLE Nk JOIN EAI 1 -- -- -- -- -- -- -- -- 1 - • f STATION ALONG SEWER UNE 2+18.72E M.H. #15 10. THE CONTRACTOR SHALL BE FOR PROVIDING AMD INSTALLING MANHOLE CHANNEL GUARDS UNE "A" N �. •G� • �� -� / =38+88.82 SIR. STA. DIRECTED BY THE DISTRICT ENGINEER. N 1111 SEWER SYSTEMS AS ,q •� j` EQUIVALENT STREET STA SAND BEDDING AND SAND 9ACK U N THE PPE ZONE LS REQUIRED SEE SHEET 10 (ALTERNATE CONSTRUCTION PROCEDURE ONLY). PROPOSED SEINER UNE UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE 6 DISTRICT ENGINEER. k W WATER UNE WITH VALVE i k 12. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE N � -- -• __:- � LOCAL UTiLITY CONTACT _ t �t FIRE HYDRANT ASSEMBLY STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE WITH THE WATER SERVICE � METER 13. THE DEVELOPER SHALL WE THEN �1EER VERIFY THE ELEVATIONS CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS �! _ CENTERLINE OF THE MANHOLES M ANY PAVED SECTIONS TO ALLOW ANY NECESSARY PRIOR TO EXCAVATION: � '� " _ _ ADJUSTMENTS TO THE MANHOLE FRAMES PRIOR TO PLACEMENT OF FINAL GENERAL. TELEPHONE COMPANY: (800) 422-4132 3 �' f /� �"�"""' �"�"'� PROPERTY UNE P!AVEMFNT. 280 SOUTH LOCUST 14. 9ACKWATER VALVES ARE REQUIRED ON ALL SEINER LATERALS PER P.O. BOX 2920 I� M %' ,' % � ��"� CURB dt GUTTER UNE SECTION 3.8 OF SEWER ORDINANCE 32--C OF THE CUC404GA COUNTY POMONA, CALIFORNIA 91766 _ TRACT BOUNDARY WATER DISTRICT. IINSTAL AT10N OF BACKWATER VALVES SHALL CONFORM TO SOUTHERN CALIFORNIA EDiSON: 714 529_7070 WIR Pu CFD 2Br' / 3 SHEET NUMBER COUNTY �SECTION 1 DISTRICT.OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA 2191 EAST BIRCH STREET 714; 529-2889 BREA, CALIFORNIA 92621 — � - -,� ` •� -- ' _ _ � � �-_— -�_- 15. CUCAMONGA WINTER DISTRICT: 909 987-2591 REQUITED FOR THE PRDS, A MMMT NANCE JW THILL- VA RD OF UOUID AIXALI ( ) - = - y _. r r . _. I - (1220.161 DENOTES SlUEMANCANCES�OR OR NGREDI WHICH MANY BE HARMFUL.ORATO THERE 10440 ASHFORD ST. . - "`' FINAL RIM ELEVATION RANCHO CUCAMONGA, CALIFORNIA 91730 �} ULT*AATE RIM UPON FINAL PAVING UFT PUBLIC SEWER SYSTEM. '�� OF GREASE INTERCEPTORS SHALL CONFORM 2 �►�` jI OQSr. 15 SEWER WNI ; 10 SECTION 3 OF WASTEWATER ORDiNANCE 28-C OF THE CUCAMONGA i TI:. NO. 12044 OFF-sm SETTER DG �: (714) 987-2225 JJ 1220.16 COUNTY WATER DISTRICT. INSTALLATION OF GREASE INTERCEPTORS SHALL II DENOTES INTERIM RIM ELEVATION. CONFORM TO SECTION 16-02, TECHNICAL PROVISIONS, OF THE STANDARD 9155 ARCHIBALD AVENUE, SUITE H ! , RANCHO CUCAMONGA, CALIFORNIA 91730 ` ��" SET 2RIM ' ABOVE EXISTING GROUND SRECI ICATiONS OF THE CUCAMONGA COUNTY WIATER DISTRICT. SOUTHERN CALIFORNIA GAS COMPANY: �7114 4 529-2x89 , It THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF AS 2191 E. BiRCH STREET � 529-7070 !i; +f � E>QSf. iS MCP TNM BL&'r DRAWRNGS TO THE CUCAMONGA COUNTY WATER DISTRICT MM TO BREA, CALIFORNIA 92621 " i✓ 't ND. No OCBD -srrE am FINAL ACCEPTANCE OF ANY SYSTEk I �j; METROPOLITAN WATER DISTRICT: (213) 593-7474 LME 3/4 : t SLOPE 4(;iIEA'ER 17. THE CONTRACTOR SFWl BE tiESPONSRBLE 1D NDTFY UNDERGROUND P.O. BOX 54153SlEI?VICE AIM LOS ANGELES, CAUF•ORNtA 90054 ( !` ' INDEX MAP DEGREATER T S+� SHORW C BACKFILL ---�, HO TO�OF TWO WORKING DAYS (48 COMPACTED BACKFILL —� PACIFIC TELEPHONE COMPANY: (714) 999-5639 ! ` SCALE : 1"=300' - GRANULAR BEMW 18. FOR SEWER SYSTEM INSPECTION ON THS PROJECT, THE CONTRACTOR FROM SELECTED TREN04 SHALL CONTACT THE CUCAMONGGA COUNTY WATER DISTRICT AT (909) SIDE MATERIAL 987-2591 TWO WORKING DAYS PRiOR TO THE REQUIRED INSPECTION DATE. 6 r s- �, d.; Ir MAX MAX RNA ENGINEER'S NOTICE TO CONTRACTOR ' 19 DISTRICT DOES NOT CONSTTnnE NAPPROVAL OF THESE PLANS fff THIE CUCAIMOINGA OF T E ACMVJa OR NUER , PRIVATE EN S / � � �`� " EXISTENCE OF ANY EXISTING UNDERGROUND FAC�iTES, WEEDIER OR NOT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES / '' : .' SAID FACILITIES ARE SHOWN ON THESE PUNS. SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE SE Alm BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON ;', i'.� %'' WATER MAN THESE PUNS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON I .':' : �" �` %-!' i' 6'D' THESE PLANS. I j %;�j�' 0.6"D" , ,� j MOTES: /ILL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED PIPE St1BGRADE LR#MTLIR�O 1. TRENCH MNOTH SHALL BE CONTROM FROM SELECTED TRENCH TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS I NATIVE MATERIAL SHAPED TO TO TOP OF PIPE ZONE. SNS MATERIAL AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH I %�,�/�,! ACCOMODATE BOTTOM OF PIPE REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 2 TRENCH DEPTHS OF (1ttEAlER THAN 5 SHALL HAVE ADEQUATE SHORING. THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS _ _ I / i MOTE: COMPACTION SHALL BE WX N ALL ,( ,, 3, CUSS N AGG. BASE ALL 1RE?�S LESS AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH / �pf ESS/ ZONES UNLESS OTHERWISE SPECIFIED THAN 100' N LENGTH PER QTY RANCHO REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION DIAL TOLL FREE oQ TRENCH STABIUTY SHALL CONFORM CUCAMIONGA STD M. 120 '1 C. TO CAL-OSHA REQUIREMENTS CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 1 -800-422-4133 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 1 N Np 20*jgg t'+ m THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THISrn REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING - ATS Tw!o O�YS bf Exp. 9-30-� TYPICAL TRENCH SECTION HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER SORE YOU DIG *� CIVIL * CONNECTION AND THE WITH THNEER IS PROJECT, EXCMLESS FROM EPTING NG FOR LIABILITY ARISIAND ALL LIABILITY. NG FROM OR LTHED, INSOLE UNpRGRpUND SERVICE ALERT OF SOUTHERN CALIFORNIA 'lF GL`F NEGLIGENCE OF THE OWNER OR ENGINEER. STD. DWG. NO. 30. BENCH MARK PLANS ARED UNDE PERVISION OF DATE APPR VED -03 DESIGNED BY DRAWN BY CHECKED BY DRAWING No. MORSE 17320Re"Aw. CITY OF RANCHO CUCAMONGA ,,�,,� U AM 0 N GA COUNTY WATERDiSTRICT BENCHMARK NO. 10051, ELEV.: 1300.686 BY _ R.C. D.L. C.C.W.D./RS SET 7 BRASS DISK IN CONC. CURB = e o K I c N hwho,CA 92614 ASSISTANT GENERAL MANAGER/COO SEWER IMPROVEMENT PLAN FOR STAMPED 'CiTY OF RANCHO CL1CAMONGA BM STAN6U C. MORSE Vske:949-23i-6921 10051 198T AT THE NORTHWEST CORNER of - SCALE WORK ORDER ATLAS No. CONINI UTY FACLITiES DISTRICT 2001-01B BASE UNE ROAD AND SWANSON PLACE 0.25 E c M u tT t 949-2s1 Osie CUCAMONGA COUNTY WATER DISTRICT No. C - ENGINEERING DEPARTMENT MILES WEST OF ETIWANDA AVENUE, AT 2311, 2312 SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DATE Z-17.0 '5 R.C.E. 20596 P L A N N E R 5 ENGINEERS SURVEYORS 10440 ASHFORD ST. , VGA, CA. 91730 AS SHOWN DP 5821 & 2411 DAY CREEK BOULEVARD & VICTORIA GARDENS LANE SHT. 1 of 10 REV. DESCRIPTION DATE pp' OF CURB RETURN. 909 9887-257-25 91 S fAFE T - 79 OF 94 29010/IMPLANS/CFo1B//SEYY01 2-25-03 J ZLA. 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I I , �r r F -T o J c7 ,w � ! � a `S � ' ' i1-_�• �` t �. .-._ �..�-:_..fi�..�....-�-�-�--� -r__ _ _i.._.._ �,:-__� �-__f-•--i__-�_..{ _. _._ ,�.:_.__+...�f.._.�.`. t _.�-i...�_._f--_ �1 A V+ - - 1 1 i I . I 0 i i • t , I - if rn t I WI6ELW RD. COMMUNITY FACILITI S DIST ICT 2001� 01 SEV&13 SYSTEM NOTES a NAL elw. SEWER IMPROVEMENT PROJECT 1. ALL SEWER LINES SHALL BE CONSTRUCTED N ACCORDANCE WITH THE SITE CUCAMONGA COUNTY WATER DISTRICT'S STANDARD SPECIFICATIONS AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CHURCH STREET CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOIL SECURING FROM THE CUCAMONGA WnECrrY OF RANCHO CUCAMONGA POINTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS 47H Sr. PRIOR TO START OF CONSTRUCTION. I ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMR]ARIZE Aw THEMSELVES WITH THE SITE AND SWILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, 1 FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACMmES ARE SHOWN ON THESE PLANS. - - 4. ALL SEWER LNEt SHALL BE VITRIFIED CLAY PIPE (V.C.P.), UNLESS OTHERWISE SPECIFIED ON THE PIANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. THE MINIMUM VCFM MAP SLOPES FOR ALL SEWER MAIN LINES SHALL CONFORM TO SECTION 11-14, ARBOR LAN TECHNICAL PROVISIONS, OF THE STANDARDS AND SPECIFICATIONS OF THE NOT TO SCALE CUCAMONGA COUNTY WATER DISTRICT. • 3 5. ALL SEWER LATERALS SWM. BE V.C.P., UNLESS OTHERWISE SPECIFIED ON 1' I THE PIANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE i ! CUCAMONGA COUNTY WATER DISTRICT. ALL HOUSES LATERALS SHALL BE 4 CONSTRUCTION NOTES AND QUANTITES ESTUATES ' I� , I � �, j�!r ACHES IN DIAMETER, WHILE LATERAL SIZING FOR OTHER FACILJIIES . I ! I I F • y ► (COMMERCIAL, INDUSTRIAL, APARTMENTS, ETC.) SWILL BE AS NOTED ON THE SEWER IMPROVEMENTS NOTES QUANTITIES O• ! - `, �•, PIANS. ALL LATERAL CONNECTIONS TO THE MAIN LINE SHALL BE THROUGH _ A WYE CONNECTION, UNLESS OTHERWISE SPECIFIED ON THE PLANS. UNIT SHT.2 SHT. 3 TOTAL 30. CONST. 8" VCP SEWER MAIN (TRENCH PER C.C.W.D. STD. DWG. NO. 30). L.F. 763 877 1,640 6. THE CONTRACTOR SHALL BE REQUIRED TO OBTAM THE NECESSARY -- - - - - - - _ = ` PERMITS FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY 31. CONST. 4' DIAMETER MANHOLE PER C.C.w.D. STD. DWG. N0. 18. 3 2 5 =- _ - _ - - _ -� TRACT N0. �F3373 CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. 32 INSTALL 8" PLUG 2 2 4 7 THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF 2 ALL DUSTING MANHOLE INVERTS AT POINTS OF CONNECTION PRIOR TO ANY CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF MANHOLE ORIA PARK LAV. DEPTH OR DESIGNED SLOPE OF THE SEWER LIFE PRIOR RING i TO OR DU CONSTRUCTION SWALI BE REPORTED TO THE CUCAMONGA COUNTY WATER t DISTRICT FOR REVIEW AND APPROVAL PRIOR TO CONTINUANCE OF . � I �. . '\ �:� �_ ,( •�' 6. THE MINIMUM SEPARATION BETWEEN WATER LIES AND SANITARY SEWER LINES SHAM CONFORM TO THE STATE OF CALIFORNIA ENMROtIENTAL HEALTH , TITLE SECTION 64630-C. COPE 22, 9. THE CONTRACTOR SHALL HAVE A CLASS C42 UCENSE. 10. THE CONTRACTOR SHALL BE RESRONSML.E FOR PROVIDING AND INSTALLING MANHOLI CHANNEL GUARDS IN ALL SEWER SYSTEMS AS DIRECTED BY THE L. STRICT ENGINEER. �f 11• SAND BEDDING IMA SANG BACKFtL IN THE PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIALS ARE SUITABLE AS SUCH BY THE ��� MAP � ;; DISTRICT ENGINEER. SCALE 1"-100' I + 12. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE N ACCORDANCE UTILITY CONTACT "CTORIA CARDENS LAV. WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY. 13. THE DEVELOPER SHALL WAVE '%" SER VERIFY THE ELEVATIONS CONTACT THE FOLLOWING, AS REQUIRED, W HOURS OF THE MANHOLES N ANY PAVED SECTIONS TO ALLOW ANY NECESSARY PRIOR TO EXCAVATION: ADJUSTMENTS TO THE MANHOLE FRAMES PRIOR TO PLACEMENT OF FINAL GENERAL TELEPHONE COMPANY- (800) 422-4132 PAVEMENT. 280 SOUTH LOCUST P.O. BOX 2920 14. BACKWATER VALVES ARE REQUIRED ON ALL SEVER LITERALS PER SECTION 3.8 OF SEWER ORDINANCE 32-C OF THE CUCAMONGA COUNTY POMONA, CALIFORNIA 91766 WATER DISTRICT. INSTALLATION OF BACKWATER VALVES SWILL CONFORM TO SOUTHERN CALIFORFIIA EDISON: 14 529-7070 SECTION 16-01 OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA 191 EAST BIRCH STREET - COUNTY WATER DISTRICT. 2 714 529 2889 BREA, CALIFORNIA 92621 . 15. GREASE INTERCEPTOIRS ARE REQUIRED FOR THE PROPER MAINTENANCE CUCAMONGA WATER DISTRIC I: OF LIQUID WASTE CONTAINING GREASE, SAND, SOLIDS, ACID OR ALKALINE 10440 ASHFORD ST. (909) 987-2591 SUBSTANCES, OR OTHER INGREDIENTS WHICH MAY BE HARMFUL TO THE RANCHO CUCAMONGA. CALIFORNIA 91730 PUBLIC SEWER SYSTEM. SIZING OF GREASE INTERCEPTORS SHALL CONFORM TD SECTION 3 OF WASTEWATER ORDINANCE 28-C OF THE CUCAMONGA OCA GIABLEVIStON: 14 987-2225 COUNTY WATER DISTRICT. INSTALLATION OF GREASE INTERCEPTORS SWILL 9155 ARCHIBALD AVENUE, SURE H CONFORM TO SECTION 16-02, TECHNICAL PROMSIONS, OF THE STANDARD RANCHO CUOMOrMrA, CALIFORNIA 91730 SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. SOUTHERN CALIFORNIA GAS COMPANY: 714 529-28$9 16. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF OAS 2191 E. BIRCH STREET 5714 529-7070 BUILT' DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO BREA, CALIFORNIA 92621 l 3/4 : 1 stoPE FINAL ACCEPTANCE OF ANY SYSTEM. 3/4 : 1 SLOPE OR GREATER OR METROPOLITAN WATER DISTRICT: (213) 593-7474 OR GREATER OR ADEQUATE SHORING 17. THE CONTRACTOR SWILL BE RESPONSIBLE TD NOTIFY UNDERGROUND P.O. BOX 54153 ADEQUATE SHORING COMPACTED BACKFILL LEGEND COMPACTED BACKFILL SERVICE ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 LOS ANGELES CALIFORNIA 90054 -"�� FIOINZS) PRIOR TD START OF PACIFIC TELEPHONE COMPANY: 14 999-5639 aeANULAR eEooMc STATION ALONG SEWER UNE � ) FROM SELECTED TRENCH 2+18.72 E M.H. #15 � 18. FOR SEWER SYSTEM INSPECTION ON THIS PROJECT, THE aDIVTRACTOR SNL MATERIAL e -30+88.82 MM ., 1 SIR STA. SHALL CONTACT THE CUCAMONGA POINTY WATER DISTRICT AT 909 a" MIH ( ) Ir MAX 987-2591 TWO WORKING QAYS PRIOR TO THE RE RED INSPECTION a" MAx UN QUI DATE EQ ALENT STREET STA. • 19. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER 1119 PROPOSED SEWER LANE DCCT DOES NOT CONSTTTUTE A REPRESENTATION OF THE ACCURACY OR PRIVATE ENGINEERS NOTICE TO CONTRACTOR � � � S1:r1� AND W WATER UNE WITH VALVE EXISTENCE OF ANY EXISTING UNDERGROUND FACILITIES, WHETHER OR NOT 1 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES RATER MAN SAID FACLM ARE SHOWN ON THESE PLANS. THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE _ SHOWN ON ON OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON - FIRE HYDRANT ASSEMBLY BES THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS 0.6"D' ' TO E PROTECT THE U17 PR T LITRES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON 0.6'D" NOTES: THESE PLANS. GRANULAR BEDDING (NATER SERVICE & METER r. ALL CONTRACTORS ANO SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED PPE Sl1BGRADE IINDISIUgoo 1. TRENCH WTH SHALL K CONTROLLED F1RW SELECTED TRENCH TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE NATIVE MATERIAL SHAPED TO M TOP OF PIPE ZONE. SIDE MATERIAL CENTERLINE PUBLIC CONTRACTORS ACCOMODATE BOTTOM OF PIPE PROVIDED A SAFE PLACE TO WORK AND THE UBl C IS PROTECTED. ALL C 2 TRENCH DEPTfiS OF NEATER THAN 5 �� �.�� PROPERTY LINE ANSUBCONTRACTORS SWILL COMPLY WITH THE "OCCUPATIONAL SAFELY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL REUNIONS CONSTRUCTION SHALL HAVE ADEQUATE SHORING. NOTE: COMPACTNJN SHALL K 80S IN ALL 3. CLASS N ACG. BASE ALL 1RENCHES LESS ZONES UNLESS OTHERNRSE SPECIFIED CURB do GUTTER UNE THE CML ENGINEER SHALL NOT BE RESPONSIBLE NV ANY MIRY FOR THE CONTRACTOR'S THAN 100' IN LENGTH PER CITY RANCHO MID SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH ESS/ � STABILITY CUCAMONGA STD DWG. 120 a REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION Q� TO CAL-OSHA REQUIREMENTS TRACT BOUNDARY . C. °� DIAL TOLL FREE ti H - RTH THAT ASSUME SOLE AND COMPLETE 3 SHEET NUMBER CONTRACTOR FURTHER AGREES HE SHALL 1 800 422 4133 � . RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF r•+ � No. 296 }Tn IN PERSONS AND PROPERTY; THAT THIS THIS PROJECT, INCLUDING SAFETY OF ALL PE � � a Lm 7w Dm REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING ac Exp. 9-30 TYPICAL TRENCH SECTION HOURS; AND THAT THE CONTRACTOR SHALL CIVIL DEFEND INDEMNIFY AND HOLD THE OWNER * * AFORE M DIG I LITY R GED IN J? AND THE ENGINEER HARMLESS FROM ANY AND ALL DEFEND. REAL OR ALLEGED. � STD. DWG. N0. 30. l CONNECTION WITH THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE F Qr1 l CA SERVICE ALERT OF SOUTHERN CALIFORNIA NEGLIGENCE OF THE OWNER OR ENGINEER. BENCH MARK PLANS ARED UNDE SUPERVISION OF M o 11:a 1»20 Re"Am. DATE APO OVED -- - DESIGNED BY DRAWN BY CHECKED BY DRAWING No. cmr OF RANCHO CUCAMONGA 11 I1e,� U A M 0 N GA COUNTY WATER DISTRICT 1300.686 YW. R BENCHMARK N0. 10051 ELEV.: B R.C.R.0 D.L. C C D S -go - 1 SET 2" BRASS DISK IN CONC. CURB = o O K I C 11 kvkw,CA 92614 ASSISTANT GENERAL M AGER COO SEWER IMPROVEMENT PLAN FOR O°�' Z e STAMPED 'CITY OF RANCHO CUCAMONGA BM STA L C. MORSE i Vake:949-251-1*21 i S GALE T CORNER �� � .. WORK ORDER ATLAS No. 10051 198r AT THE NORTMNES COR OF A N �,. CLIC MO GA COUNTY WATER DISTRICT :CMYLTt 1 1 AN 0.25 � �_ : r � •` fAX: 149 2S -0s . NO. Cof-MCH STREET BASE LINE ROAD AND SW SON PLACE ; � �. ,3.f ENGINEERING DEPARTMENT 2311 2312 WLES WEST OF EMANDA AVENUE AT .Q 10440 ASHFORD ST. CUCAMONGA, CA. 91730 SOUTHERLY END OF CATCH BASIN 2 FT. NORTH P L A N N E R S ENGINEERS N E E R S SURVEYORS AS SHOWN DP 5821 & 241 1 2 ZZ 20596 FA �� SHT. 1 OF 3 REV. DESCRIPTION DATE pp' OF CURB RETURN. DATE R.C.E. 909 987-25915 DISTRICT �� �F� �g (nF- M11/1MPLANS/CHURCHST/SEW 2-21-03 . 1 - I o I - -i----' -' -- - - M 4 1 1 I z . N 1 W cr . i I I i �" ;. -� 1 i r: I 1 • { I O _ � cam, z CV I I I I 1 I _..-.,. t- '- ++_ :t. --._.:_i-_•--...1_._- ___ I + - -4--- �-i. .--.+F--... ..+.-- t '. ., _ _ _{t-.r,-�_ r._. i1 , ig q* 1 ( I ;.� I -� Z ; I ; I - O C N I �1 i' I I i ! 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Y/ .-._ _..._....L. , t.. ....a _.....{... _...- . .+ !..--_ }___.. , _y._ ,_ .�..,1. _+..,..,. :..._.+-F--r-_'�. -'_`.Y_ r + _ ,•t_.. 1 �� ! + ! i t 1 F I - ...-- -_. _ v.-; ._ I _ - - - __ t-- 4-- +, -4- r - '� ' _.�._ 11 ,., _ t..._:,i,,. a 1 --*_--..:_._._t -. _4 . A' : ; I I I j i I I I T I ! 1 • �- + -� r �_ + 1 f i- r < , I O i •` I F , /v j ! 1 i I I ' , R' _.__ _._. _ ._y_. , , ! , 1 1 1 - - _ ._ ; _ A ,... 1 ._ + .. H }. . `f i I ; _� I_ 1 -1 ' i 1 i (^] _ .. C7 V/ I I S i I_. ; 1 T - t � -�..��._[ -_f __�-_ _"._l.._.__a.... I .. i.. a - t -.-.. t.. >.- -�-, --tom.. 4.-.i..,,.--i --i. -: 1 1. L - a.. O r i' t i i i 7 • --� D i -- - . - _ - iV i+ z P $ I I 1 1 , ! ` , v _1 _ N • Z , ' _.. 1-. i_ e-.- '. I- .. i-. _ r" ,T. ! I. ._J.' f ...I. .-! ., 1- _1 + ( ' ! ! W W W 1 COMMUNITY 01 91lSQNE RD. FACILITI 2001111111111111 - ST. WVVER SYSTEM NOTES EooTHIcl elw. � SEWER IMPROVEMENT 1. ALL SEWER UNES SHALL BE CONSTRUCTED M ACCORDANCE WiTH THE PROJECT CUCAMONGA COUNTY WATER DISTRICT'S STANDARD SPECIFICATIONS AND THE SITE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ARTtOIN RT. VICTORIA CONSTRt1CTi0N. ?�[ 2. THE CONTRACTOR IS RESPONSiBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DiSTRiCT COPIES OF THE LATEST STANDARD SPECIFICATIONS �4 NV THE CITY OF RANCHO CUCAMONGA PRS TO START . 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SiTE AM SWILL BE HELD SOLELY RESPONSIBLE FOR L I I ANY DAMAGE TO DQSIING FACILITiES RESULTING DIRECTLY, OR INDIRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILiTIE'S ARE SHOWN ON THESE PLANS. 4. ALL SEWER LINES SHALL BE VITRIFIED Cur PIPE (V.C.P.), UNLESS OTHERWISE SPECIFIED ON THE PIANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. THE MINIMUM SLOPES FOR ALL SEWER MAIN LIDS SHALL CONFORM TO SECTION 11-14 SL . MAP TECHNICAL PROVISIONS, OF THE STANDARDS AND SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. NOT TO SCALE 5. ALL SEWER LATERALS SHALL BE V.C.P., UNLESS OTHERWISE SPECIFIED ON , THE PIANS AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. ALL HOUSES LATERALS SHALL BE 4 CONSTRUCTION NOTES AND QUANTITIES ESTHATES INCHES IN DIAMETER, WHILE LATERAL SIZW FOR OTHER FACILITIES (COMMERCIAL, INDUSTRIAL, APARTMENTS, ETC.) SWiLL BE AS NOTED ON THE SEWER IMPROVEMENTS NOTES QUANTITIES PLANSTHROUGH CHURCH ST. A WYE COONNNECCTION. UNLESS CONNECTIONS TO SPECIFIED MAPI ONON SHALL BE UNiT SHT.2 SHT. 3 TOTAL FUTURE SCHOOL �'i ►� FUTURE ST. 6. THE CONTRACTOR SWILL BE REOUIRED TO OBTAIN THE NECESSARY 30. CONST. 8' VCP SEWER MAIN (TRENCH PER C.C.W.D. STD. DWG. NO. 30). LF. 1,048 414 1,462 I I M I ' M PERMITS FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY 31. CONST. 4' DIAMETER MANHOLE PER C.C.W.D. STD. DWG. N0. 18. EA. 4 1 5 ; i i I CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. 32 INSTALL Ir PLUG EA. --- - - - 7. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF -- I ---- --- - - - - - - . ALL EXISTING MANHOLE INERTS AT POINTS OF CONNECTION PRIOR TO ANi' CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF MANHOLE DEPTH OR DESIGNED SLOPE OF THE SEWER UNE PRIOR TO OR DURING `- -'�'- - ---- ----- - -- ---- -- -- - CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER _- \� DISTRICT FOR REVIEW AND APPROVAL PRTO CONTINUANCE OF VICTORIA PAR IN. - ' aSEPARATION BETWEEN WATER LINES AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENUL 3 HEALTH CODE, TiTLE 22, SECTION 64630-C. I ' � I I 9. THE CONTRACTOR SHALL HAVE A CLASS C42 UCENSE. 10. THE COI'RRACTOR SWILL BE RESPONSIBLE FOR PROVIDING AND 2 INSTALLING MANHOLE CHANNEL GUARDS IN ALL SEWER SYSTEMS AS 7 DIRECTED BY THE DISTRICT ENGINEER. 11. SAND BEDDING AND SAND BACKFILL N THE PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE IBEX MAP DCCT ENGINEER. SCALE : 1"=100' 12. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE N ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL UTILITY CONTACT AIRY. 13. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS OF THE MANHOLES IN ANY PAVED SECTIONS TO ALLOW ANY NECESSARY PRIOR TO EXCAVATION: ADJUSTMENTS TO THE MANHOLE FRAMES PRIOR TO PLACEMENT OF FINAL PAVEMENT. GENERAL TELEPHONE COMPANY- (800) 422-4132 14. BACKWATER VALVES ARE REQi11RED ON ALL SEWER LATERALS PER 250 SOUTH LOCUST MINTYP.O. BOX 2920 SECTION 3.8 OF SEWER ORDINANCE 32-C OF THE CUCAMONGA MINTY WATER DISTRiCT. INSTALLATION OF BACKWATER VALVES SHALL CONFORM TO POMONA, CALIFORNIA 91766 SECTION 16-01 OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA SOUTHERN CALIFORNIA EDISON: 14 529-7070 COUNTY WATER DISTRICT. 2191 EAST BIRCH STREET �14� 529-2589 BREA, CALIFORNIA 92621 15. GREASE INTERCEPTORS ARE REQUIRED FOR THE PROPER MAINTENANCE OF UQUID WASTE CONTAINING GREASE, SAND, SOLIDS, ACID OR ALKALINE CUCAMONGA WATER DISTRICT- (909) 987-2591 SUBSTANCES, OR OTHER INGREDIENTS WHICH MAY BE HARMFUL TO THE 10440 ASHFORD ST. PUBLIC SEWER SYSTEM. SIZING OF GREASE INTERCEPTORS SHALL CONFORM RANCHO CUCAMONGA, CALIFORNIA 91730 TO SECTION 3 OF WASTEWATER ORDNANCE 28-C OF THE CUCAMONGA COUNTY WATER DISTRICT. INSTALLATION OF GREASE INTERCEPTORS SHALL DCA CABLEViSNON: (714) 967-2225 CONFORM TO SECTION 16-02, TECHNICAL. PROVISIONS, OF THE STANDARD 9155 ARCHBALD AVENUE, SUITE H SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. RANCHO CUCAMONGA, CALIFORNIA 91730 16. THE CONTRACTOR S..ALL RETURN A LEGIBLE NO CLEAN SET OF 'AS SOUTHERN CALIFORNIA GAS COMPANY: 4 529-2589 BUILT' DRAWINGS TO THF CUCAMONGA COUNTY WATER DISTRICT PRIOR To H STREET - 7 2191 E BIRO �7114� 529 70 0 3/4 : 1 SLOPE FINAL ACCEPTANCE OF ANY SYSTEM. BREI, CALIFORNIA 92621 3/4 : 1 SLOPE OR GREATER OR OR GREATER OR EQUATE SHORING 17. THE CONTRACTOR SWILL BE RESPONSIBLE TO NOTIFY UNDERGROUND OETROPOLITAN WATER DISTRICT. (213) 593-7474 ADEQUOF CONSTRUCTION. ATE SHORING P.O. BOX 54153 :.IAO COMPACTED BACL(FAI LEGENDSERVICE ALERT LOS ANGELES CALIFGItNUA 90054 �� COMPACTED BACiCFiLL -� -~ HOURS) PRIOR TO START22 -2600) AT LEAST TWO WORKING DAYS (48 PACIFIC TELEPHONE CORAM': (714) 999-5639 CRA>rKxAit eEovING STATION ALONG SEWER UNE -� FROM SELECTED TRENCH F2+18,721t, M.H. #15 � 18. FOR SEWER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SIDE MATERIAL N r a" =38+88.82 STR. STA. SHALL CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 8' MAX N a' MAX EQUIVALENT STREET STA. 967-2591, TWO WORKING DAYS PRiOR TO THE REQUIRED INSPECTION DATE. o GA C"M WATER PROPOSED SEWER UNE 19. CONSTITUTE DOES NOT CONSTiE AA REPRESENTATION PLANS BY THE OF THE ACCURACY OR PRIVATE ENGINEERS NOTICE TO CONTRACTOR DaSTENCE OF ANY D09W UNDERGROUND FACILITIES, WHETHER OR NOT SM AM W WATER UNE WITH VALVE SAID FACILITIES ARE SHOWN ON THESE PIANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PiPES OR STRUCTURES NATER MAM 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 =0.60� FIRE HYDRANT ASSEMBLY THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON 0.6"D' NOTE$; THESE PUNS. GRANULAR BEDDING ^ WATER SERVICE do METER PIPEALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED NAT SUB MATERIAL UN SHAPED TO 1. TRENCH 1MD1H SHALL . CONTROLLED FROM SELECTED TRENCH NATIVE MATERIAL SHAPED TO TO TOP OF PIPE ZONE. SIDE MATERIAL CENTERLINE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE ACCOMODATE BOTTOM OF PIPE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATION& SAFETY AND HEALTH 2 TRENCH DEPTHS OF GREATER THAN 5' REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SHALL HAVE ADEQUATE SHORING. PROPERTY UNE NOTE: MWACTM SHALL BE 9M M ALL 1 CLASS M AM BASE ALL TRENCHES LESS THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S ZONES UNLESS OTHERWISE SPECIFIED THAN 100' N LENGTH PER CITY RANCHO CURE GUTTER LINE AND SUBCONTRACTOR'S COMPLUINCE WITH THE 'OCCUPATIONAL SAFETY AND HEALTHTRENCH STABILITY SHALL COLIFORM CUCAMONGA STD DING. 120 c REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION QRO1 C. TO CAL-OSHA REQUIREMENTS TRACT BOUNDARY DIAL TOLL FREE CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE N V) SHEET NUMBER A 1 -800-422-4133 RESPONSIBILITY FOR JOB SITE CONDMONS DURING THE COURSE OF CONSTRUCTION OF 2M% f" TYPICAL TRENCH SECTION THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS ..i rn REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMr ED TO NORMAL WORKING d* Exp. 9-30-05 '.;_ BNEFlDRE YOU OIG HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNEROwl AND THE ENGINEER HARMLESS FROM ANY AND ALL UABILiTY, REAL OR ALLEGED, IN llE, `, STD. DWG. NO. 30. CONNECTION WITH THiS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NEGLIGENCE OF THE OWNER OR ENGINEER. { DRAWING No. BENCH MARK PLANS P ARED UNDE UPERVISION OF ___ M o e s e 17320 No"A". DATE APP OVED DESIGNED BY DRAWN BY CHECKED BY U A M 0 N GA COUNTY WATER DISTRICT CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 .o. cN bsu9261. BY -- _ ____- R.C. o.L� c.c.w.o./FIs 4SEWER IMPROVEMENT PLAN FOR t�3- 503-1 SET 2" BRASS DISK IN CONC. CURB ASSISTANT GENERAL MANAGER/COO STAMPED 'CITY of RANCHO CUCAMONGA BM STA E C. MORSE :1►N 231-001 SCALE WORK ORDER ATLAS No. VICTORIA PARK LANE 10051 198T AT THE NORTHWEST CORNER OF T CUCAMONGA COUNTY WATER DISTRICT BASE LINE ROAD AND SWANSON PLACE 0.25 } w s c M u L t z Mx: 1►e1t 231-osle ENGINEERING DEPARTMENT No. 2312 MILES WEST OF ETTWANDA AVENUE, AT 231 1, 1 SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DATE .22.03 R.C.E. 20596 ' L A N N E R S ENGINEERS SURVEYORS 10440 ASHFORD ST. CUCAMONGA,9NGA, CA. 91730 AS SHOWN DP 58+21. do 2411 COMMLHTY FACLITES DISTRICT 2001-0IB SHT. 1 OF 3 REV. DESCRIPTION DATE PP OF CURB RETURN. 29011/MIPLANS/VICTORIA/SEWO1 2-21-03 , ; J. t - :.- - 7-7 - j - f . L— f — L—L- _ _ f $ _ 4- t , i 14 vv t j - - --- -- _ _ - __ - -- - _ - 4-7 - 1 _ — - -- — - _+ — - — 21 -Ft � 1 - - f �_j t-4 -j } TrI-T _- - ` 1 - - rw - - -- __ - - — -_-- - - - --� - - - -$-- iT-. --•� .., - — _ _ 77 I - - --- -- - - -- - - e - - - - -- - - - - - - f r -� - —+ - L -1.4 -7t 1 . _ f : _ t __ t f i ' Ll f - 1 4' - __ . sc 1 4- 1 -4 - _ - t Fl- dj _ 1 t - i _ �. _ t _ 1 t - L a I - i - _ z :: - 4 45 46 47 48 PLJUV SCALE 49 50 51 52 53 54 -'aaaa .J� —40 . 2mm u - r 1cp NOTES �- CONST. Ir VM SEINER MNN (TRENCH PER C.C.w.D. STD. MG. N0. 30). �— CONST. 4' DNMETER MWME PER C.C.W.D. STD. DWG. No. 18. cow.. ? as LF — r � SCALE 1'=40' CHURCH STREET sff SHr• 2 OF 3 CHURCH ST FUTURE STREET ' E'ER PWS CFV 2001-018 t i t ( i ! -TRACE NO. V374 FUTURE ( _4 8 ( SCHOOL SITE ( 10 9 7 ' 2 1 i I ! 6 5 4 1 3 1 , t _ -- - ---- - -- - - ---- - - - '- -' — -- -- - - -- - -- - ---- - - - -- --- _— -.� I y�� jam( Aft i 11500' y 126. .d5' 20b' i 1+; 302. . —.— VICTORIA PARK LANE i I 1 \ II o — ' LOT A I, I I sff 5w.. • or to H 7F�AC 7 372 wlc>n1a�I BMs +i i 9 u� i) ( �� 4 cin 10)01-ole i II ► � ' 1 Q x� � i x 6 5 4 2 g 3 1 II 1 ' i t DIAL TOLL FREE g g 1 -800-422-4133 KF ORE YW ac 1 MWERGROUNID SERVICE ALERT OF SOUTHERN CAL1 TWM BENCH MARK PLANS P RED UNDER SUPERVISION OF DATE APPRO D �' "�3 DESIGNED BY DRAWN BY CHECKED BY DRAWING No. CRY of RANCHO "°'s l w,1e4t�''w' U AM 0 N GA COUNT Y WATER DISTRICT BENCHMARK NO. 10051, ELEV.: 1300.686 .o K I C N Imo,,.,CA 9x14 BY R.C. D.L. c.c.w.D./Rs SEWER IMPROVEMENT PLAN FOR SET 2• BRASS DISK N CONC. CURB ASSISTANT GENARAL MANAGE COO STAMPED 'crT,r of RANCHO WEST ICOR BM STAN Y C. MORSE �"`•49'261-el21 VICTORIA PARK LAIC 10051 1987 AT THE NORTHWEST CORNER OF � _ � � � - CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER ATLAS No. 4 BASE UNE ROAD AND SWANSON PUKE 0.25 s t N Y l T MX: 949 2S 1.OS 16 N o. 4 ENGINEERING DEPARTMENT 2311, 2312 MMLES WEST OF ETIVIANDA AVENUE. AT " "` REV. DESCRIPTION DATE pp' � D OF CATCH BASH 2 FT. NORTH DATE R Z-22.03 20596 L A N N E R f 1 N 0 1 N 1 E R S S U R V 1 Y O R f 10440 ASHFORD ST. CUCAMONGA, CA. 91730 AS SHOWN DP 58Q1� dt 2411 FACLfT S �STR CT 20011-01B sm. 2 Ot' 3 v R.C.E. 909 987-2591 29011/WPLANS/VICTORIA/SEW02 2-21-03 r > ♦ {{{J 1 I T. t 4 r }. �. i I I ' , ; i- - + ; -_+ ,-,. + . +__._.* - _ k - -- i- - y -- -{ a......- Y -_ __ i _ ' ! ( ,. f ( , T- I ; i f I I I - ; , i I ! i, + I i 1 - =- 1 j..._ i - -. } - - r + i j L { i 13 . } I .I ! Z SEETI - - - - �;a_�: _ � �._� STA. 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