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HomeMy WebLinkAbout1693 NONNI VIC11l' NIS' C)I 1 I IZROAD (--- 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA BASELINE STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT EDITION, � BE R®IPONSIBENG ITS NFQRLADHERENCENTS TO OTHESEESTANDARDSCaNDRACTOR SHALL SPECIFICATION BE FAMILIAR WITH AND SHALL Q 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE w 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 REMOVED, REPLACED, RELOCATED OR SEE SHEET INDEX MAP PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. Q 0 ,�� MILLER AVE. 3. ANY CONTRACTOR PERFORMING WORK ON THIS ,PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND T �' HIS SOLELY WHETHER OR ANY TDSUCHEFAOILTXESSTING AREFACILITIES SHOWN ON THESE PLANSULTING CTLY OR INDIRECTLY FROM RX w 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING �- DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. JL 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE FOOTHILL (RT 66) BOULEVARD w EDED THAN 50.00 OR FOOT VE T CAL CURVEADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NE E- Q Q SEE HEET 1 FOR ILLER AVE. SIGNING AND STRIPING PLAN oi� K I �, 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE 0 SEE SHEETS 1 1 , 1 AND 1 3 FOR STREET IMPROVEMENTS 6MCIA7`vj-�' UC�'I CONSTRUCTED PRIOR TO PAVING. w 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ROUTE MILLER AVENUE • ARROW CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165: THE CONSTRUCTION OF GARCIA DRIVE SHALL, INCLUDE BUT ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT C t 5 1 t I UJI AN S NA R 0 v IrE M ,. N -il l i„ �� NOT BE LIMITED TO, SEWER, WATER, GAS, STREET AND STORM WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE F - DESCRIPTION: CHISELED D ON TOP OF CURB, FRONT DRAIN IMPROVEMENTS FROM STATION 12+50.00 AS SHOWN ON PLACEMENT OF BASE MATERIALS AND OR SURFACING. ��pt T.l®��� OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 SHEET 2 OF 15 HEREIN TO ETIWANDA AVENUE PER RANCHO j, , $ MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B CUCAMONGA DWG. Nos. 1694, 1694-D & 1694-L, TRACT 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING �5TIMAT� ��T I / AUAIJ�I'lle 1571 1-2 AND CONDITIONS OF APPROVAL, RES. 96-50. ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT 12 507 L.F. �• �14a C_.�'. ELEVATION: 1224.855 PAVING. 1 CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 104, A2-8 � SEE S, E.ET 5 �. {� AP � 9 PRIOR TESTS TION OF ANY OR DETERMINATIONS/COMPLETEDLTOREPORT VERIFY RHVALUE, SIEVEALL BE ITTED ANALYSOISTHE ANDCITY SANDNGINEE PER RANCHO CUCAMQNGA STD. DWG. NQ. 103 47,720 S,F. Z Caq�JS _ � � -�-'u�"--��'�--- NOi P-KAP �'��,I•'�'���j� C� f�,,l� �Q�� , 2 CONSTRUCT P.G.C. SIDEWALK �`�-- - P_TCjAr,,P1N6 OV� 3 - CONSTRUCT P.G.C. HANDICAPPED ACCESS RAMP PER RANCHO CUCAMONGA STD. DWG. N0. 102. 21 EA./3Q24 S.F. � �,��I�4 S•1� � EQUIVALENT OF AGGREGATE BASE. 3 EA,/3366 S.F. EXISTING OVERHEAD UTILITIES SHALL BE UNDERGROUNDED ALONG BARRICADES AT FUTURE PHASE STREET CONNECTION MAY BE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETER MINE 4 CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 106-A, --'"�� MILLER AVENUE PER CONDITIONS OF APPROVAL REQUIRED AT THE DIRECTION OF CITY INSPECTOR STRUCTURAL SECTIONS. " A.C. BERM PER RANCHO CUCAMONGA STD. DWG. N0. 104, D1-8. 3,010 L.F. RESOLUTION NO. 96-50, CITY OF RANCHO CUCAMONGA, CONSTRUCT 8 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- CONSTRUCT SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS 6 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE AND COMPLY WITH GENERAL 173,030 S.F. TES NOS: 9 1Q AND 18 .HEREON. OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERI . NOTES, CONSTRUCT 4 " A.G. PAVEMENT OVER 4" AGGREGATE BASE AND COMPLY WITH GENERAL 27,195 S.F. I 12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR 6A NOTES NOS: 9, 10 AND 18 HEREON. ®•- p USE UNDER A.C. AND P.G.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE N-i1 O FOR FULL PAVEMENT WIDTH PRfOR TO PAVING, 6B CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE AND COMPLY WITH GENERAL 1 NOTES, NOS: 9, 10 AND 18 HEREON. 127,765 S.F. `®" 1 � � I 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, 12 EA. Z W LJ p THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING 7 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. NO. 401-A AND 401-8. S 1-►EE I- 8 A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-B. 1 1 EA. < 8 )-- INSTALL- INSTALL 11 SHEET 1 ® UJI w Cll:l'olI FREE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. ----APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS SPECIFICATIONS. (S.A.E.) 11 EA, l _ --- ` > 1-800 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A & 401-B SHALL BE CONSTRUCTED 9 �' I Q � 422-4133 AT EACH INTERSECTION, 1 p INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY I I W CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, 48 � N.T.S. 15, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.} AS REQUIRED BY S.C.E. I ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS 10A INSTALL 9500 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY W V) TWO WORKING DAYS BEFORE YOU DIG SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, CONTRACTOR. GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, W "CAUTION": Remember ties the LISA Center 13 EA �"' W notifies only those utilities belonging to 16, WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, GLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. In W the center; there could be other utilities Q (� present of the work site. The center will CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. -----ADJUST MANHOLE TO GRADE 32 EA. i _ _ - til inform you of whom they will notify, 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1--800-422-4133 TWO 2 WORKING DAYS PRIOR TO 2 THE START OF CONSTRUCTION. 12 ADJUST SEWER CLEAN-OUT TO GRADE Li 7 � SEE SHEET 9 20 EA �, 18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES 13 ADJUST WATER VALVE BOX TO GRADE. AND TILITY LATERALS WITHIN THE ROADWAY BEEN INSTALLED, ALL NG 14 _ - REMOVE EXISTING A.C. PAVEMENT AND/OR BERM. 78,250 S.F. �- HAVEUBEEN COMPLETED, AND ALL'UNACCEPTABLE PARKWAY AND ROADWAY IIMPROVEMENTOS ARETREMOVED®IANDGREPLACED .--''� TO THE SATISFACTION OF THE CITY ENGINEER. ---- TING OVERHEAD UTILITY POLE(S). 5 16 RELOCATE EXISTING ► 19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 17 INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND HERE-ON. (SEE LEGEND} 20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED 0R SHALL BE REFERENCED AND RESET 180+ EA L ATI U I 1 ' PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 18 REMOVE EXISTING TREE/STUMP TO THE SATISFACTION OF THE SOILS ENGINEER. \ 19 REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING OVERHEAD LINES. 13 EA./1670 L.F. ( _ EE SHEE _ L.S. W S 6 1. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY STANDARDS & SPECIFICATIONS 14&_ 20 ---- REMOVE AND RELOCATE EXISTING TRAFFIC SIGN. / AN GIOVESE \� , N A Q l DRIVE I 21 REMOVE AND RELOCATE EXISTING FIRE HYDRANT PER C.C.W.D. WATER PLAN. p 764 L.F. I' V) ► ° 25 TO C 1 VNAC 1-­1 SAW-CUT EXISTING A.C. PAVEMENT AND JOIN WITH NEW A.C. Q I , W 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMfC SUITABILITY/FERTILITY SOILS REPORT SHALL 'I 5 EA. r 1 BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE UF-,, : 26 REMOVE AND RELOCATE EXISTING MAILBOX. -- I BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. 28 EXISTING P.C.C. DRIVE APRON. 500 S.F. t j LO 41 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEERING DIVISION PRIOR -" REMOVE 143 L.F. TO AND AFTER STREET TREE INSTALLATION. RELOCATE EXISTING CHAIN LINK FENCE. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN 29 REMOVE AND R 4, STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 30 L.F. CONSTRUCT P.C.C. CURB ONLY PER RANCHO CUCAMONGA STD. DWG. N0. 104-A, HEIGHT VARIES 8" MIN., 12" MAX, EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW 31 REMOVE INTERFERING PORTION OF EXISTING DECORATIVE BRICK PLANTER 300 L F U SYMBOL STREET NAME BOTANICAL/COMMON NAME QTY. SPACING SIZE LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE Q 41 RHEIN COURT BRAGHYCHITON POPULNEUS / �.� 15 PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHAWN ON THESE PLANS. }>f-IN 5 EA. WUFILLIPI COURT BOTTLE TREE 25 O.G. EA. GAL, THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM 34 INSTALL W-53 "NOT A THROUGH STREET SIGN AND POST PER CAL-TRANS SPECIFICATIONS I- C►ASSICO PLACE AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR "LEFT ARROW" ON WOOD BARRICADE PER CAL TRANS SPECIFICATIONS. 1 `L 35 INSTALL W' 57 RIESLING DRIVE P{STACIA CHfNESIS / PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING „ „ 16 EA. , SAN GIOVESE DRIVE CHINESE PISTACHE 84 15 UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, 36 CONSTRUCT DRIVE APPROACH PER DRIVEWAY JOIN DETAIL SHEET 13. REPLACE IN KIND. SAN GIOR COURT 30 O.C. GAL. WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEP 104 EA. E"C I ue GABAY COURT INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO z 37 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMQNGA STD. DWG. NQ. 101, TYPE R-1. �' I • �~`' �, LAMBRUSCO COURT aNt GRow STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEERS C (SEE PLAN FOR WIDTH} PYRE -n.�c-><R`fatA 15 � ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE 07-A. ICIA DRIVE 1 EA. a �U N StDi~. '�'�-��FaR�I�`--A►�•' �A. 207 o.e.., �+,L �5 3 39 INSTALL CURBSIDE DRAIN OUTLET PER RANCHO CUCAMQNGA STD. DWG. 1 E 1 � FOR ANY CHANGES, REVISIONS OR MODIFICATIONS, M 144 L.F. gleviseo PEI, "TIF. 100181 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE._P-LAMS �' 41 ----� ® REMOVE EXISTING 6" P.C.C. CURB ONLY. SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND an 137 L.F. N°07 E:' THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 42 CONSTRUCT P.C.C. CURB ONLY PER RANCHO CUCAMQNGA STD. DWG. N0. 104 Al-6. I REFER TO PROJECT L.M.D. PLANS, DRAWING NO 1693-L 0 22 EA. FOR STREET TREE / LANDSCAPING FOR DOLCETTO PLACE, "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH..THE 44 INSTALL R26 SIGN ON POST (UNLESS ON STREET LIGHT} PER CALTRANS SPECIFICATIONS. FOOTHILL (ROUTE UL V R WOT->TH StDE OF GaAIl 0?1\16)`VIA,\/F_QETT0 DF->NE) STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". o - _ ALE V I.1UE AWD EAST AVEwu�E, 45 INSTALL W56 SIGN ON POST WITH TYPE "N" MARKER' PER CALTRANS SPECIFICATIONS. 2 EA. FrI11L. �' A !1 ' (� MAP THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS 2 EA. I\. J 1.1 I 46 INSTALL W3 SIGN ON POST WITH W6 15} SIGN PER CALTRANS SPECIFICATIONS. COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY 3 EA. N.T.S. ORDERS", > 47 INSTALL R26 B} SIGN PER CALTRANS SPECIFICATIONS. RO��SS/ � 2 EA, Q/� 48 INSTALL PAVEMENT TRANSITION PER RANCHO CUCAMONGA STD. DWG. N0. 406. • c�4 ® D��l�� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB __- PROPERTY OWNERS SHALL BE NOTIFIED AND APPROPRIATE s �, SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL 193.64 L.F. PERMISSION OBTAINED FOR REMOVING AND/OR RELOCATING 0 � � c.� -a PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 0) 52 CONSTRUCT 4.00' HIGH RETAINING WALL PER RANCHO CUCAMONGA STD. DWG. 604 TYPE B, MODIFIED PER EXISTING IMPROVEMENTS LOCATED WITHIN PUBLIC R/W OR � DETAIL, SHEET 1A OF 15. REFER TO WALL PROFILE, SHEET 1A OF 15 FOR ADDITIONAL INFORMATION. PRIVATE PROPERTY PRIOR TO CONSTRUCTION. REFER TO SHEETS 11,12,13,14 FOR a 6 ' NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER EXISTING FACILITIES (INCLUDING, BUT NOT LIMITED TO IRRIGATION EAST AVE. & MILLER AVE. SECTIONS Ezp® AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH LINES, SPRINKLERS AND RELATED ITEMS) WITHIN STREET R/W \, PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF REMOVED OR DAMAGED DURING CONSTRUCTION, SHALL BE �xi ? ` CA 5 "v Y l-^'. -rATI : REFER TO SHEET 1 a FOR ii THE OWNER OR ENGINEER. � 55 CONSTRUCT WOOD BARRICADE PER RANCHO CUCAMONGA STD DWG. 131-A. 3 �`• REMOVED AND/OR RELOCATED ONTO PRIVATE PROPERTY TO • � THE SATISFACTION OF THE PROPERTY OWNER, INTERIOR STREET TYPICAL SECTIONS. I HERE-BY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED r' -(n 56 - INSTALL 4" DIA. PERFERATED SCHEDULE 40 P.V.C. PIPE (WITH PERFERATIONS ORIENTED DOWN) L.S. BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND -� OVAL OF THE CITY OF RANCHO CUCAMONGA INSPECTOR. ARE DESCRIBED AS FOLLOWS. CD TO THE APPROVAL CD ; � C57 - INSTALL 4" DIA. S.D.R. 35 P.V.C. PIPE WITH CLEAN-OUTS AS REQUIRED L.S. � AND OUTLET FLUSH AT CURB FACE. TO THE APPROVAL OF THE CITY OF RANCHO CUCAMONGA INSPECTOR Ca UGTIO►N NOT MR STRUT T E-S; � D Rte Ns �. �� ►1 csC v 4 FD. PUN. SPK. & WASHER STAMPED L.S. 32 FD. P.K. NAIL & WASHER STAMPED L.S. 1 1, ALL STI�FET TREES ARE-I�p PI 1�NI CN AGS QAf�G,�VJCTf CITY STAN A 'LA "-' 4430 PER R.S. 86/31 3186 PER R.S. 98/10-11, Q.04'W � �1tSED 5i-!T. tea °- D- b-W�y t..B,FT' ��N �Ntr THE QUANTITIES NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE OF THE WORK o' REQUIRED FOR THE PROJECT, THE CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN 9 FD. PUN. SPK. & WASHER STAMPED L. S 33 FD. P.K. NAIL & WASHER STAMPED L.S. �. PR I C R TU TIS E G(�M N1 N GAME NT ( f�N��'LA II�.1C-�, �1GRC7NQlUl IC SGI�S Rpol S1�1��.-� �' $ Twt: r�t AOt.GTTo PC.• IL T AVE- 6r D.C.$A. 6 ' FURNISHF-0 "0 THE CIT(11WSPECTOR_ ANY UNUSUALTOXICME5 Q NUT LENT Q FICIEtN I MAY >?E�t►SCU SN�'S. i , I1, IZ � tra TO Tz�Et..EGT IaEIE"Ttcat�t O� Pat ICUDETERMINATION OF QUANTITIES AND A COMPLETE JOB. 4430 PER R.S. 86/31 3186 PER R.S. 98/10-11 0.04 W a 34 FD. P.K. NAIL & WASHER STAMPED L.S. 10 FD. PUN. SPK. & WASHER STAMPED 186 PER R.S. 98 10-11 0,39'W, REQUIRE AC¢'CFI LL SAIL_/�IV�E�1 �/t�.l�i, AS �.TEI�IVII�I FYTI~iE CITE INSPECTOR. �• I'I�IAt..vA'StA LJA`�s' PES TFC'AcT t5'Zt t RG• �A• �' �•1+a � L.S. 3186 PER R.S. 98/10-11 3 / ' RE D: 1E LIE HEP N _ie 5 o, 35 FD, 1" I.P. TAGGED R.C.E. 2479 3. .ALL STREET-TRF-ES &RE SUBJEGT`TO INSpECTiON ANI) ACCEPTANCE $Y Tt�l�. N IN fi�RIN�, A,t w � INS N1O. � •rAAj:�l -owl BSN d�A55> � ' 17 FD. 1" I.P. TAGGED L.S. 3186 PER R.S. NO REF.; 0.03'5, 0.15'E DIV ISI CSN. 98/10-11; 0.14' S, 0.09' W 38 FD. 1" I.P. TAGGED R.G.E. 2479, NO REF. BY / DATE BY DATE �-. STS TREES •ARS 10 BE PLANT MR PU13LIC IMPROV ME T PLANS O LY. ---- 19 FD, 2 I.P. TAGGED L.S. 3002; NO REF. 0.06'S a DESCRIPTION OREVISION DESIGN CITY CD 39 FD. 1 I.P. S.B.C.S. MONUMENT PER R.S. 29 FD, P.K. NAIL & WASHER STAMPED L.S. 98/10-11 & CS.F.B. 316/44 ENGINEER APPROVED i 3186 PER R.S. 98/10-11 jiiiiiiiii 0 M co 40 PER R.S.N98/p WASHER 1SSAMPED L.S. 3186 I , min in LEGEND: Annnto M � X DENOTES MONUMENT NODE, SEE PLAN(S) FOR LOCATION(S) RECOMMENDED BY: d 1? Ess, , T APPROVED BY: 8 R.C.E. 24953 E. GU � CITY ENGINE DAT Cr Rfm51-oN 6Y a PAN uF_R.RA 4- Assor_. P�®�,.o � ��, CIVIL ENGINEERS ' PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE CORNER RECORD Iv�-i� �. 8331 UTICA AVENUE SUITE 950 SUBS TION SHEET FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR EACH MONUMENT SHOWING THE 4 W m RANCHO CUCAMONGA A 91730 FOOTHILL MEADOWS 1 OF 1 41 W _ . 29 a° (909) 987-4306 REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE ,K , l'� PROJECT SHEET (n PROVIDED TO THE CITY. ` TT"AC 1 *155 � PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER OF RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY SURVEYOR FOR THE RESETTING OF THE TF OF CAS-®4® PROWEMENT PLANSSTREEr" IMT EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE DRAWING NO. F.3 31 03 DANT L E. GUERRA R.C. . 29224 EX / / C_ PROJECT SHALL BE PROVIDED TO THE CITY. TITLE SHEET 1693 CD W I I I- ­­ I -,,,,,,--,--- _ -1111-11, 1-11-1111-1-1-1 ­­­_-1______________- _ _", -1- � --,.,,---,-''- "I � , -1 - 11 I I I I I I � I . I . . 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OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 i ;:65i4 �� � MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B 5,Fr � I� I , � � 1*11. . � . � � � .�, . ,I - -83 � I. `,�)_ 81 i , ,��,��I� I I ELEVATION: 1224.855 �) k 1�'l , ,� , I I ­ ,\* !60 I � � ,I' , � * ,(p 1 , - I .� N w ": �­ % I 1_1�) . 11 I � p I 1� � N 0 �.,1�. .­ �% 5 . I ___� � , , 11'.., I � , " . .. . � mommommillm , � . . I OT 11 �. ...­ .... "k, u I I �� E �A GO I_----- - ,.� ?I _ : � 15 ) I , 1 44 � 11,�, I , % .. � I s? � . RADIUS DELTA LENGTH TANGENT AMAR 0` N t PLACE \ I I - � . . , - I s ,blb .. 11_1� >_ gkAf.. I-- OF 15 �l­�I''.. I I . , '­_ � I w O. - ... .. � . V lb \ . 0 S - - - 7,,4�1 1 96 10 . I � . - A� 1,5Z // %6 � I -'- -,�l , � I '' I * I , 15 27.00' 92'05'22" 43.40' 28.00' P,, ,e 7,6�7CT 15711 r � � I I �1. I 11 � . �l � 3i ,-r� . . � ..,.. I � .. I I 0 - �l 16 27.00' ,591-- sh�FS7_ 1. ;� OF 10 � .. . 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CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. 104 AZ-8. , .1,51 , � . 1. � ""'I'll I---,--- - II�0 IN X i I I /% 5.�Q . 1 , ,"\)' � (D- , . ,,"/�t , " " i I � � .- .... I .. - . � ___­ I I ---I- N %\)v) I ,'\' / - . � . � , 0 , , - pfr­ ,% 11) . A \) -3 1 \.f/' V h \1) a L . � % ?I A, ; � % 07 W,�M I � \ -1 . .. . --- "k v\'� CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. QT%', 2,C(4, 4 7 N I /_ \ � Z 0 1 A p 1\ 1\11) - I. % SF - X� 1. � �.. i . Tj - .901b %\) \ .,N I I , 1� ,��_: I --,> \ 60 � . :�;�.. li 0 . ce � 4- � � ===��� I � S3 N � I """� -, . q k - . 0 . r , I _­_�; ,\\I . 5y 1,�,4 f2 . \\ .1 I . . vil - CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. " - ­� - I , �...- \ ' ' I -- 1� 4 � 'Z uz+l . '' I . . � 1 " (D / 0 2 I - 1-4 � ot��'I,-- I - � I I I� I I I� \ ­. I *_.- ,___�_ �,� 0 p- ?74.�35, =Dmwm i i ------�__ ­ 11 12 1;:� 'A- CONSTRUCT 4"A.C. PAVEMENT OVER 4"AGGREGATE BASE AND COMPLY WITH GENERAL .­ � - ", I -� , , . - , 1. -_ 9�__ '' 1. _ .., ��I. � -- �- . I � � � I .- Q -r L. * � I I . . , I . -, Iz. 1-4 � .,; %� :1 I" 1. �'.,�, .-f - :,.. ": :� q@ IN NOTES NOS. 9. 10, AND 18,swee I .0 . � I � . . I . I I .. . � -- - I - (j) � I A 1.�-- ­ . �­ ­�. �', .,..���..��� � . . � . I ll�� . . I . � 19 1-1............. '_ 1 '02 1+07 t-% � - I '. ­%* L_ , h I /_f � (On - ,. - _ � I , INSTALL.fy00' UMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY m ; . . z 6- . \.-.#, 11110 � ­­ """ -:-. N &_ //& - / . ,I­­ � �_ - ul , GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES I 11 . 075, 1 � 14- . I / "" I .�. - .­ I I / - ; h I-/r- limi ''I'' " ''' - I (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. .. �� � Itk .*"%,� "I­ -1 . I � W ---\I ,. I ­- . _+ V, � N.87058'34"W. I I ___A I tll�, 9 � . _4�111''I - . 1-1 - 4 \5 I - I T_ - � ­_-�I--------l=w-"i4_______ 00____ ___ ___­ I �l .I.1 . \ \k� x1_1 \D � _j_ ADJUST MANHOLE TO GRADE. I I . " \ so __ 'I,"1� ,� "J& , ___­ . � 1 � `�,. ,%�, . - , , 0 , I 11 _,"ll. I A , ,-­­�---� ­­­ I - i!� �0) 0 �4 -'*'��6A / �q ,6._,� AA. _, ____­_­ , I . . : , I - \,% 'NJ ,3 .11­­�� ­­._­_, -11- ,%DA �__�� I I'_ - ­­-",- -.1-"11-1 . . . . "K. Ar (THIS SHEET ONLY) &-ADJUST SEWER CLEAN-OUT TO GRADE. - -�l-wl(r_l_l._.11_­, _­­_11 1-11.11-11 11 11__ ". 1A - - , /­," _.........__ ­_­ __....._ _1-11----,1-1111­I 1- 114�',_ � I 1 . . � _, I iii 1: iii %_ rs� STRIPING CONSTRUCTION NOTES AND QUANTITIES I " . 1--111.11 1-1111-- 1-1 -1 .1111-111111--...........1_11-.11-11 -------- .-___A m���:� �� I "I . I . . ";Z� ­­ _____ Em ADJUST WATER VALVE BOX TO GRADE. z - .. 1. * . I I . . - . . .. . - I/ ,.­ '_1- jo_%, � N4�1 10 1� �D_ . - . I I . - - I - . . .. . I � - - �__ 11 l ll-A u 'T 64r.-I %_ .,'* � _ �! " " _1� NI-. - H I �, :1 ,WA(-K 'T6 x � _1 � I I Z� A � � - I� .� ,�6'1,5i% T G)-CONSTRUCT 8" A.C. BERM PER RANCHO CUCAMONGA STD. DWG. 104 DI-3. �� ,� R2_ I R6 15 1)� < 17 G 5e� 66�15-FeLic,-Tr_P- I .0-� -CONSTRUCT WOOD BARRICADE PER RANCHO CUCAMONGA STD. DWG. 131-A. V%l . - I T �:: R2 I A ARCl /A w \\ e-PAINT 4" SKIP YELLOW CENTERLINE PER RANCHO 530 L.F. .� � ,I �� .. I � z I a >_ Ac\ CUCAMONGA STD. 133. __--j 4 wt S� <0 u 1� A �9_INSTALL W-57 LEFT ARROW ON WOOD BARRICADE PER CALTRANS SPECIFICATIONS. - w� m � \�y 4 . -711 , -I - Z ok/ IIN �0 I . '0 0 a 0 -711-1 '/ .Z4 y ,x- �D_INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. 401-A AND 401-B. � I P, < --§aj -2 - , " T 1�'A C T 15 A\ 1 1 &2 __ N,P7'A1_Z R,V1W7AF;0 j1`,P,0Z1,a // - 5'.Z-IV < �% ) 16- _�) u�., i�_ a- :3 ,�' I .% x- Z4 �10 M 0-rr, r, R-d',l C17',y 0.4',,TAA1e%11a Ctl,rA MoAlrcA Sr,p A1,0 133 1 1 1 �) '. \ ' �=Lxru r-F, FAcy- srm) Aeviwl::--, d5-rizEET TIZOIF-5 -- \15, .V 'Q �l \� ( - - I 0 - I vi _j N�, � OD N . , I" I - IRC 0 %% w -1 % ;2� . d) �)X 0F_�r_F,A?_ -41'b Fl?�)j5ff�T t-m-p. vv_"Avvl,,�� �'lo. e�_PAINT 4" SOLID YELLOW CENTERLINE PER RANCHO 15 711-Z) 0 X \- ,e% I U vi W , , 1% ,�) 1� RF-IFEK 72) Jl�xjc_l- 217P 1�=Vrzl CUCAMONGA STD. DWG. NO, 133. _60-02,1-44' C71R. �s t� N , \. . % �% - � tOS-L. r-oz 5-1�r-f-:;6r Trl5S/ L A�0,5CAFU�36 !�m ,I,) *, _\ . X, , , INSTALL R-I "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. 401-8. - L" t� � N -Ir N V,25J�At :"j'', " t� %i D m G%AlZ C (D- X, _j.& 'R4Wk -TtAMV9-'lFkjT5 �;e, , 0 li ., ,; -It �_ F612- POL_CE�f�fO R,Ae)��, 4peclq c>r_l On _�O ,� I I '�-.Z,�-_ I I - , - 1� - k " _-, APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. �t �\ % , ) I - ,Z�', \ 0 (li� � _,, I (D- U) t-- -i \� AQI:_:. � r--AST A\l!F0lAu-. I �,,�::-- l'-_­_,,,� I LEGEND Pol m(W�14 I /�,�, -r�Ess/,--,,­ O� I = ) ,,,,� � 1, ll� 1-1 - �)Y\�)- -_li_1q1l__\� Ln--� #5 & - 'I" I I I I 1,11 �`<`�, \'-----_,-1,�;,."\, INSTALL R26 SIGN ON POST (UNLESS ON STREET LIGHT) PER CALTRANS SPECIFICATIONS. " , 6,�,�� "- t1l) to ,Ilk � I, /� - ,,c I i - ,�,.,e-' , @�__ to 4i r--�� q� 0 1 1� 1, //( -,,,",�" ". 1/1)"I,,� _-% �r- t - �4" , . , , + X DENOTES MONUMENT NODE: SEE SHEET I OF 15 " I , , ),,,.,-, ,\ -t�: 10 I .11 ".'_ <-,�',�.,, 11- rn La 4 G) : 1 11 I I I "I 11 1<1\'��_l�\ T- Z V) + FOR MONUMENT DESCRIPTIONS. I I ­� I I 1,,z�? 1�'_-,, <:��t, -�7,- � (n "I �� I I ,Z.�� ,Q-,7 �,-'I,-I,,. �1, � I - - '' ,I ?� ,l� I I �_,_,l --1 I FI-, ,i _j, � V� I I _1 �l 1, 11 I I I��: .:( . -r-j 1, '�__ INSTALL W3 SIGN ON POST WITH WG(15) SIGN PER CALTRANS SPECIFICATIONS. ; , "1� I , I m �_: ,�1, i �z I I I , I := ur j, c4& 1 ) I I ! %---p I �_.� G N.I ,� I_,O�,; 4"CO I ,� `06 "2, ; :�" ' <).C4 o --I r I 1 1%4 -1,�­ ill ­ � . '<�� R � , � m , '� - I 11 , ­,­ E / '.�, 11 � " q 00 r4-% r-^ . 1 � I . "I __--7-,-,-- --"", V i, �_� il* AL COMSTRUCTION Nn,.,-r,,.",: � - C?LL4p-rll-xF,:�s% �I ,,;,�,�ll 11'1�1'11_ �,Nlll ,- ( , _­ �'l I I I �__ . I'', ,7� I I '' 1- \\, \,­, 1- ,�x- :01 I A tAl -// V11 5101,1 AA1VR405r PER CA4.7XW,5 SF666. - - I I 1, ", 1111j7 -_,,� 1��,,�,, Lu in u w � 1,1:'11, �,� ,1, - 1, ____ - � 7 , I I �­ I I'll \ ll� 11 1--l-11-11--" 5 7(R " //\ < � '', - ,,,/,'��,,,, , � _ " " .57ALL 'rYPcc, Al WARKER W If , ',11" , I -1 , , �;,, ­� I �',, ,� , �1­ , I 1+1'�, " I .0/ Lr) U-3 1 ,", "' ­ � , " f 1; j� , I �.; A �, ,��' - "��1�,� ,�, :, I ""�,�� " I - ,, 'e, ";_, I I �I " ," "�­ I�� I �'­ ; '' ," ���1, ,,, I,—- � ­ � 7OZ S-F ­� T , 011� "�,,� � I ;lp ­- �. - '����� i 10� , , ­��,­ '4 I I � P '_117', 2, ,; - - =­ � �L + ' IN -��`,,,,,� ",""',i�, "I _� � � ,� C0N5-pRLICT.PRlVF_ APFWLW�.14 MR C.ITY sTo&wh&R-b*101 -rYlf- c Z4 J < ft5 �jol-e: 11 - TD pw ,� I � C,ONSTRU CT \Wo�_ P.C.C. WALK PER CITY OT- RANCHO C-(�CAMONGA 5 , G, ' 103 1 1 EX157_1",�7 /:�I�- �2r-4,1)6,-,0�nJ 1-t- '', , ," , ,�_' �, I q� _\ D_ ,,��'�",��"� _', . , - ,�,I , , C-) Fr-r-_,0 �'('.V;�12 [)Pj(;� IJ6. � , � � I ,", I I - I I "", . �#, 1,��, 9�-V,1�5.�7--� G�_� fNSTAL� -9800 LUMENS (KLOCAIF EXtST- LIGHT) 5TFNFF--r UGHT 13'� -S-r-E.) PAID 1::*0p, A�'IL:) coop,wA4�aD I FA. I a;� -THE C.QNlFA0,-r0R. -TRE_ COV�TRA-CrOR SHALL n)RWL5H AOD �N5-VP,LL,<:�ONN,C(T_'52 PAL&,Oy�!_'S V_TC�- A5 ZL L-II P7 1 1 DERBISH, - . I c.r. PlRr:C,7MP BY S.C.E. 1, ,l 11 �__ � I- cow OF NgANCH@ cucallawc6% (f) 11 �1­ -1 - - _; ll� -1...1. RF_LOCA7j� &151FJ�4G 45TREET UOHT . -�V Z�� - , -) - /,�l *_ RECOMMENDED BY: , () �D_I -1,11 . . - . D �"­ I � uj �i,,-', ASSOCIATES - APPROVED BY: I I ��i,�,z = I �s I r_; 13.F I�­', I , C) F?_5 -CONS-rfVr,T 315' W10E P-C-C. DRIV& APPROA'�,H PER C-11-Y C',f RAfJsH0 CUaWnisA 5,0, twc, ,kio, 101 ",""Ij-, CITY ENGINEER ,_4.;;,,::0A2ull� -1, .1 11 - - = I I. ��l zn� . ,E, NO� 24953 a -TypF_ "cl, . CIVIL ENCINEERS 7��,. - � - ' / R='B- 1'�ReA 0*PP1,71431S dor,0,44OWY41--Al-wra-AW- 5y wawy aNly -11, _�l c-n - � -&M MM &FMACA V AkJb, 7ZlJ5-pT4-%-L SITBS-ECTI N SHEET i = , �, - 8331 UTICA AVENUE SUITE 150 '.1 rF-.*m ovj�:' E-ix L'sn�JcT f��(�(_ ca�2,�_', 4 ___Lj�-(f �) ,�g -J',,� -, �­ �-JF^F,F:-�,- C6�,15�'��tj,::�Tlnj-) .)�_)11,3_f L,G) t L,f 0') , I RANC110 CUCA. CA, 91730 4� Sim-W&u<- izw.dc&_m !����A�T FOOTHILL MEADOWS I— �D_ (909) 987-4306 ��11 -t'-ftoe 15 C-) '. - I _D 19AO\V/ 10 � 2 OF 1 ,�7 r�: \PDE 61DEWALK. .5-rReET lR,V_F_5 FMORGENCY ACC-F-S15 D.A. - 6u� ,��,I m/,,u.) 1z,(-�1L116v1--, ,� ,el�m_"-/c7,-_ ov K11_)p. /�o t ,_�-t, I- mil ___l) I ��11_ -PER TR I r.1 91 By D�\N (3 La M L`k A-53 I Il. 14 PROJECT SHEET L__1 f�7 -- ,��A v,j-(­ - I - ', /101 j ' ft4 1Aj D7 __ _,LIT E,)0,571AJ-��' 0.(� p,qo5mL-:1j[, I zi� 3rFeF-T LIGH-� - 13C. �13010 __ L_L_ � " I T ]MACT 15711=ml ch ��_­614-.-,I,rcac'-T* ��,, P�?.(l ril,eO i ,f7z,11`0_�',e� .,'��',e �,­ITI 0'r lel?l�lcl)6 ca!:wmxf'w6/--/ s,;-�, plx_/(��, 10�412 r�0-3 Al� z.rr [,7��� 3 oit , __1 �D . BY / DATE BY / DATE I ,4_7_ 55 ! CD 0 20 40 # I- __-, (--) 904'A'"M DRAWING NO. _�I: � . zl�, DEO(dMPTIOM OP REVIORM4 DESIGN CITY .7 K IA DaRIVE �� SCALE 1"=40' DA NIE L�E. 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P OOVR ✓g/ .25 /r OFF FIRE DESCRIPTION:DRANT LED EAST 0 SIDE OFTOPOF IWANDAU AB, FRONT F ``'`1 8 �F 15 N b b . MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T027858 $3 SEE 5►j� 8 I . i f.9 ELEVATION: 1224.855 O .\ `!t A 1w, N h 2 5 CURVE DATA AMARONE PLACE N cpuRT 2 ' t 23 $5 NO RADIUS DELTA LENGIH TANGENT RNf_1 g of 1s to V o f'�,C MZ 3/571/-2 A-4416 c S06FT 96 / � ti0 ' * 3 - m 15 27.00' 92.05'22" 43.40' 28.00' ,SEE Sf/EET ,3 OF l0 I ►_ 16 27.00' 8T54'38" 41.43' 26.03' p a 1(09 82 ' �' 13 v 17 1 167.00' 20'37'03" 419.94' 212.26' �} W.1v �'..e ,0 ' Ix 18 1178.00' 20'37'03" 423.89' 214.26' 0 2 I°�' I �- 19 1200.00' 20'37'03" 431.81' 218.27' - 1. Wed 20 1222.00' 20'37'03" 439.73' 222.27' 13 e 2 ` 21 1233.00' 2'05'22" 44.96' 22.48' Q 97 e' 3ME - 22 1233.00' 18'31'41" 398.72' 201.12' OO f ^\ s ��35 N7�•2�,2 23 27.00' 81'50'37" 38.57' 23.41' 0 0 S` \ h Z j'fi% Ii � - Q N k '• � `�\.' 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AS REQUIRED BY S. . z 50 _ . . ' "\s+ � &_ADJUST MANHOLE TO GRADE. 04 ti 35 W1d (OA /S•��. �= �- 98 f6- bA - 1-1 h (THIS SHEET ONLY) ADJUST SEWER CLEAN-OUT TO GRADE. 12 - _�.�3/� � 1*4�_ - STRIPING CONSTRUCTION NOTES AND QUANTITIES 13 ADJUST WATER VALVE BOX TO GRADE. ---- "%. T . 09 Eq Q G 51WALK TO Sa--CONSTRUCT 8" A.C. BERM PER RANCHO CUCAMONGA STD. DWG. 104 DI-3. 61 IRA 13 I 17 G A R C A GDNIStelJG7Ef> PAINT 4" SKIP YELLOW CENTERLINE PER RANCHO 530 L.F. .. '�' CONSTRUCT WOOD BARRICADE PER RANCHO CUCAMONGA STD. DWG. 131-A. z 21 Q'R2 9 a-CUCAMONGA STD. 133. 35 INSTALL W-57 LEFT ARROW ON WOOD BARRICADE PER CALTRANS SPECIFICATIONS. W V 4 !h � `� In I S2 'INSTALL PAI/L/r'EO y'voudL,£ YELLOL✓ L/.f/f IdSL.F. 7 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. 401-A AND 401-8. Q ,o -Ia-I LOT 9a , TIFACT 15'7!1-I Y u� h ,� . (FUTURE PAe K srre) u o,re is 4 ev 1 NG 5TR>E ET TQL Es; PErQ Ciry OF RAA/C/!O Ca«MP,Vr,,4 srP MO 133 \ % z00 \ e � � 'o ee�J�T L-m-p• L'LAV'1I No. 100410 (r1f/57//-4 - < \ E, -PAINT 4" SOLID YELLOW CENTERLINE PER RANCHO t� - �` t � y CUCAMONGA STO. DWG. NO. 133. %vi c . F \ \ � \ [0,?, -L Fo1Z S I R-EET TOFFS/ L40P5cAPINGi (D- INSTALL R-I "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. 401-8. V a �h m ^ \ ` FoQ t7oLc ETTo of n 1�ec1 vti?. SIA v�►��ro :,.,, \ Ci �, 0 \ LEGEND D�., MILC�Z �V BAST 1Ev����• -APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. ,� . � 45 44� \ � M _ ___.__ 10 ,e, -1 I INSTALL R26 SIGN ON POST (UNLESS ON STREET LIGHT) PER CALTRANS SPECIFICATIONS. +o (� -J 1 X DENOTES MONUMENT NODE: SEE SHEET I OF 15 fn Z �� (( cp -' FOR MONUMENT DESCRIPTIONS. Z a - U e *•r r') 4b INSTALL W3 SIGN ON POST WITH W6115) SIGN PER CALTRANS SPECIFICATIONS. tz-- 04 I w Q CONSTRUCTION NOTES: G�Iu�I�T1n�s. j� f/.- . w v►u / Fi3 a �, ���I- ' ��Q, INSTALL TYPE N /MARKF.R, W57( 516N AA/bR35T �R CAG77QltN3 5PE65. Z114R5 WTE: . ExiST-1"ej �N. ,er1A'r71L-J CONSTRUCT 4 Wa P.G.C. WALK PER M Y Or- RANCHO CUCAM9NGA STD, pWC7, NO. 103, _ --- s.� , }+,+' � 0-5f INSTALL 5800 LUk1EN5 RELOCA F- EXIST• LIGHT) SIR UGIaT 8`i S.GE.� PAID FoR AND GUoRpI(�QnI7 L, V] -W57�3 t+E GVN'iFtAGTGR. E COFt7RA�T0{Z SNI�IL FVRNLSN AND ►NSTALL CAt(r>Lll�, PuLL�?oX� ETC- (�5 1 DERBISH, D IRS:--1tn BY s,c.�. 0t,A- Vr,V'0_ � �> GUERRA & Clp�iV_ __ _. _ _ _ U R4 RE1o�A►E FxI5nN6 sTR uo1IT / f ASSOCIATES APPROVED BY: DA -1?I-� RECOMMENDS) Y: `" 515 S.F. o 0_-TyF'F_ coNs-mVr_T 35' WIDE P.C.C. L)RIV& APPROACH PER CITY C)F RMs-H6 CLOWAOWGA S'D, DWG. �10. 10'1 A CITY ENGINEER --- E. 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IZ` /B' ,`&' '1p I \ �• 9s• d +�; Y �- v 81 80 79 3 � y-Ilk ��\ t 20' .1 8�c o Q Ipo Z, ;� 8 ��i `mss J O < �� tt v �i t 6�I ti T t 'N ,� . . v'' 3 / 7--.01'.c� CURVE DATA � tt - - _ 7 9 -. .j/9 z- 0- //, _*- 6.08 51.9 - 4 3 f� p� - ��t --- - 6Q.79' �% /,; --It i� �'ic: �,y', 4 NO RADIUS DELTA LENGTH TANGENT (� x,94, ,gyp f 2 -11 -- - --- _ . , i' �% cam. S 43 _ \ / 3'pSrW „ �-��� = 23 27.00' 81'S0'3T 38.57' 23.41' 0 � 3 Z lZ�� -- - Ir Z• _ ' ' �.• // 0 ap 3i 24 27.00' 90'00100" 42.41' 27.00' f , • "� 1 9 BG 4 t ____ �' 0 1 79 O� - 69 300.00' 21'08'01" 110.66' 55.96' 70 L 1a �• c e t 3 0 4f� (r 1' ��• / 8oat� �. ,�q t� �. -w,o 7S 4r G _ 01 �9 t g• c q. 70 318.00' 12'58'02" 71.91' 36.14' 21rr�q / 1 N.02 3 '47'E. A 2 SO gq�� y4 ti 4 �� 0 ,°I1 . 2 -71 330.00' 8'00'0►" 46.08' 23.08' /,Iemw t/ l�C. S Z 1 I ,- 1 -- �G J - -_ g P . P41 ,gyp 1 �C 3 f 72 282.00' 10 03'25" 49.50' 24.81' t/�2387 ti S2 0 72 T A b S2 / 6o L 73 270.00' 14'06'48" 66.51' 33.42' it/Yf� 5 ,_r _. \ 6 535 q l� o, / S37 T� p r e _" 1, 74 400.00' 15'54'53" 1 1 1.1 1' 55.91' -_ ti - . -- I�4S - 6g 5�' 3° 4 25 75 382.00' 15'54'53" 106.1 1' 53.40' - _ _ - _ �` - X032 . 8 76 370.00' 15'54'53" 102.77' 51.i2' \ ZoJszoPE nMx e , 77 418.00' 15'54'53" 116.10, 58.43' __ .. 73 ____j_- v ; 78 430.00' 15'54'53" 119.44' 60.1 1' is � 505.59' 1 79 27.00' 100'09'42" 47.20' 32.27' �� - Jolt @ �� TRACT BOUNDARY 76 -1°11''It Q Z � 80 27.00' 8730'26" 38.88' 23.68' s LOT G Tye TYPICAL. V 7, , 3 . , 128 300.00' 13'19'1 7" 69.75' 35.03' tV % V, til 132 270.00' 3'57'27" 18.65' 9.33' M � � W a M Ilkh ,z- 24 Q t,- - DOLCETf PLACE �' I I CONSTRUCTION NOTE S 1. W . � � 8� o \ VIA VENETO DRIVE - - _ -- _---- -----------_ _- ---- _-. - - _ --- V. \4 N a % k ' . . a " t '. V Q., \' x �j \ � O CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. 104, A2-B A Q m ' �6 .,� �' Ni 11 SEE SWEET 9 of f15 0 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. V Q h h \ \ \ // b �7 0- .\ CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. ti O 4 \ O CONSTRUCT 8" A.C. BERM PER RANCHO CUCAMONGA STD. DWG. 104, DI-8. (THIS 514FET ONLY) O CONSTRUCT 5 " A.C. PAVEMENT OVER 41 " AGGREGATE BASE AND COMPLY WITH ro ST1ZiP1t�lG [.aNSTIZUCT1oN NOTES AND QUAI�ITIT(ES GENERAL NOTES NOS. 9,10, AND 18,5HEET I. 4¢ k14)n CjALOIL3 S?erET 'fKFES- _ __ __ - _ _ 10 INSTALLOOO LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED - kf_Yf__ 16 PSoJEG i L .M D. 17eAW1� I4o BY CONTRACTOR, GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. 1i�3-L Folz ST2EET tQEFS/ LAQPS-C4P1►�, 52 INSTALL PAINTED DOUBLE YELLOW LINE PER CITY OF /45 LF FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REO !IRED BY S.C.E. Fd IG 12o1,CETTo PLACE, CtARGIA M-) VIA VE►J6Tp RANCHO CUCAMONGA STD. NO. 133. G)_ADJUST MANHOLE TO GRADE. QQ , M[LLFe AVe � EAST AVE-00E. � PAINT 4" SOLID YELLOW CENTERLINE PER RANCHO ,/SO LF 13 ADJUST WATER VALVE BOX TO GRADE. CUCAMONGA STD. DWG. NO. 133. a-- INSTALL PAINTED 4" SKIP YELLOW LINE PER CITY OF /2S LF RANCHO CUCAMONGA STD. NO. 133. a-INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. 401-A AND 401-8. (S>_ INSTALL R-I "STOP"" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. NO. 401-8. O--APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. INSTALL R26 SIGN AND POST (UNLESS ON STREET LIGHT) PER CALTRANS SPECIFICATION. &_INSTALLW3 SIGN AND POST WITH W6(13) SIGN PER CALTRANS SPECIFICATIONS. c.J•S;r, INSTALL R2G(B1 SIGN PER CALTRANS SPECIFICATIONS. ,',,. 'II 4'. +X r. Jt '-...- j oTTIVRA _l i j DERBISH, LLI GUERRA & ' __ _ _ � REcoMMENc�I,b BY: = . 'I`fll� `� `,` ASSOCIATES APPROVED BY R.C.E. 24953 In °s`-, ' �� I+ k•° ;► C TY ENGINE DATE :D SUBSECTION HEET RAA(110 (1 (A (.a a FOOTHILL MEADOWS 3 of i5 1 'J�_ ���� (909) 987 4306' u A TRACT 1711 1 PROJECT SHEET o 0 20 40 ( °"'� °"� DOLCETTO PLACE DRAWING N0 - `� '�'� 0 DESCRIPTION OF REVISION DESIGN CITY SCALE 1"=40' DANIEL E G IRIA k c 92..4 .7' ;s 1/03 ENGINEER APPROVED PLAN AND PROFILE (�p I&- U -IN- ---- - v -- - o- �.� 4P.G+G�u�e POS G�'!!C.. �,e. 2O: 67a i' .5498 : : R. •p1O02 GUXD CENGTii' /P .l 3�AS N /wl Ae66 . C , /.�8' i, �c g i I i i Ct t J ENGr 1 1 i 1 . 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Mfg" v1 94 �i ft / / Z �� f4 vgeme7'6 /' co �� W $ I 1 P.1 fti 9Z /zo' /oi 3! u.6- 436q.- _ = CONSTRUCT 10N NOTES 11 . . _ -- __ - . -- PNS of w, 47 �q� It ,� if ''' • _ _ -- tw. qg ��w ,o� 2 ;13�� � 9 42 • � �� � G� Z 7 31• u 12+99.?g�. . �� '1 ti m�� �kt. �9 � Q � AGLL 5 S�! 3 N �N �L�� r, �� _` ,of7� 10 OI CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. 104, A2-8. /B I ?O 9/ 30 0 97 Qt. 9 �O N_ O--CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. a _ 7g' / Z S O 7 '?< ) \ Or,1 1144 w �: O CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. \p N Z 8 9 d 93 "TOP . �� �J 8 3 1 �� . O n/ 0 6O CONSTRUCT 3 " A.C. PAVEMENT OVER 4 "AGGREGATE BASE AND COMPLY WITH �V S+}� b 3 111 �g lL GENERAL NOTES NOS. 9, 10. AND 18,5NEE i 1. . 3 ��_�1 9S h O . 7p .e -- -�_'�' •� / X093, S k � i 1 J W 7 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. 401-A AND 401-8. 3 It 06 Lg � _ � � >' J 63 �E�7.o� G1 i Z Z I 8 INSTALL R-I "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. 401-8. U 0 o -- 83 -1 - � ti . 44' '* O APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. } 11 O, �4� 39 IZ' (18' 13' 12 _+ �Z' (3-CONTRACTOR, LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY �. O�-Gs �2�� r Vic, O I (� II O FACILITIES (I.E. CONDUITS, PULLBOXES HAA DHO ESLL BE QETC.�SOREDU RED BY S.C.E.INSTALL ANY I O arc t N 10 �2i6 �ZsPv 27 t II ADJUST MANHOLE TO GRADE. A, 05 50 0, ° GABAY COURT 44 O - 75 � 2 1 SEE SUEET 5 OF 15 l� 13 ADJUST WATER VALVE BOX TO GRADE. 1`' S�5 CATCH �nJ AUD ?IPE �� PER +rjRADIIJC� PL/W {- a-INSTALL CURBSIDE DRAIN OUTLET PER RANCHO CUCAMONGA STD. DWG. 107-A. - ,1 v< ti INSTALL R26 SIGN AND POST (UNLESS ON STREET LIGHT) PER CALTRANS SPECIFICATIONS. N % N \ LL i. ,.,Z-, / By �7 �Y h 5791FING CONSTRUCTION SZ INSTALL PAINTED DOUBLE YELLOW LINE PER CITY OF RANCHO CUCAMONGA STD. NO. 133. /ZOLf oI . w� _ � NOTES auD DuaNTI71E5 js PAINT 4" SOLID YELLOW CENTERLINE PER RANCHO CUCAMONGA STD. DWG. NO. 133. /SQL.f fl, ( TNIS SNEEt b1JLY) � b> `• . $FL G d7 2ND % A. �� INSTALL PAINTED 4" jK1P YELLOW LINE PER CITY OF RANCHO CUCAMONGA /o L.F. U) _� G 3� I- 11 � V *' ` STD. NO. 133. w M11 MOTE Z5GAevwt_; S`rrE�T Trees: N o.ts 4f 0 I?V.1%F,I: To PCOJECT L M•D. D'PAWi,J(� "D U) IZ \ N 1!093-!. F6-r- Srr_6F.T 'CeTEs/ LAWV5CAYIi j N ` W \ rop WLCETro PLACE.�x7eciA DR., Via VE).ETO 25 a 1)12.1 M'ECE1z AVE 4 EAST AVE. ,a CURVE DATA- ; . x` L' r U NO RADIUS DELTA LENGTH TANGENT H4 VIA VENETO DRIVE � . sEE suEEr 9 of ,s 82 800.00' 15'32'02" 216.89' 109.12' ' - 83 800.00' 1'28'39" 20.63' 10.32' ,tf��/I i, ' ' . 84 782.00' 120700�� 165.38 83.00 04",iv-0`_'.�'i`t<14 85 770.00' IZ I t Z4 1(03.82 82.Z21 0; s . 6 , `;' 86 818.00' 1700'41" 242.87' 122.33' ��/`- °�� G( r°y J 87 830.00' 1700'41" 246.43' 124.13' 4r. Wtr. 88 27.00' 93'25'01" 44.02' 28.66' ,� 89 27.CO' 89'12'34" 42.04' 26.63' \ IIS Kor '`:224 p _ 11 91 600.00' za°So'ta" 2)5.22' 110.33' - DERBISH, � L. I A PVTfil-1 Pt v � 9 2 600.00' 9°29'33" 49.40' 49.$Z' =c �` GUERRA & , tl rx,0 F t"-;,,U r.A F I - // RECOMMENDED Y: DATE[`^ � j 93 618.00' 14'58'09" 161.46' 81.19' W / `(YI� � ��` -` ASSOCIATES w 94 630.00' 14'59'25" 1(04.83' S2.�1' ':�{ f (` l e��t'1, `` APPROVED BY: � 95 582.00' 15'17'51" 155.39' 78.16' 4 _ 1 96 570.00' 15°32'02" 154.55' ')'1.'15' tiff CIVIL ENGINEERS CITY ENGINEE R.C.E. 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ELEVATION: 1224.855 N}-!HU 1h + S W h �i N C' 1v « M . Lvl CL S , 104 A2-B.. '� , ti �' ^ I b v � N � + (r �, �` 1 e 1 to _w &_CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. d l 'j` h J `h � M � 8 33 c- d N 32 - Q 31 -�I � 7%P -- - S ' 3y A_ 4- 4 p `� � 3 CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. . N 38 2 37� ' �' 35 34 3 r� N � W4 ° N N d _ o M N' \ h 36 N c- - !' 1• a + N ! .S. 9 g CONSTRUCT 30 A.C. PAVEMENT OVER 4" AGGREGATE BASE AND COMPLY S m 4516 ` I� �•4 A : 2 �' / 118 - 113 .:s `+ o o+1 ~ WITH GENERAL NOTES NOS. 9, 10, AND 18, SUEeT {. CURVE DATA /0 � _ s�9 �} Z 2 - 'I ? 40:04 50.12 �"v op 8' 3/ dt3 734• �� S0� Z- 9 J 7 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. N0. RADIUS DELTA LENGTH TANGENT . . � /� I � 401-A AND 401-B. -a ' 1' 39 ' ah, 8 •6 _ 55.30' 55.10' ( ,o 98 • SZ-aa � g -v � B • `• 4� �\ ,o � _ ; � a-INSTALL R-I STOP ON POST PER RANCHO CUCAMONGA STD. DWG. 401-B. 30 112.00' 15'00'00" 29.32' 14.75' 33 9 1 •` -- 8 I .. 12 I6. YS LZl � is 9 II? IIG, 2 ou��fl, c g APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. 31 100:0' 15'00'00" 26.18' 13.17' f� 1, f� �' �' /t2 5. ►.t:a9 5�od E. 87.v! Ir �R, +,q' �q l l �, L I - 32 38.00' 210 00'00" 139.28' ,1 f6' 3 O 3b � t. �/ /Z/ 3 1� -P. W-4 "�� 11Z I FL a�� F� Z 33 50.00' 210'00'00" 183.26' • q' 9 ' ��� 3Q CJ �ti� II A t 3$, 0' /,� - °Q, ,p, tik 10 INSTALL.000LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, lS N.89'S5'25"W. 96 -fie __�- - f� t' 1G P' 9� 3? arc Tl�lb�_ s �� !� �' - e' �' �q. 5 //A/ f�01.1T �F WALL, COORDINATED BY CONTRACTOR, GENERAL CONTRACTOR SHALL BE REQUIRED 90 600.00' 3919'50" 317.62' 162.63' -. 4 - - N - -- -- - L2 � 1 b' � �; 1•I �6,� '- , 'M^ �° tL � - ` 97 27.00' 105,01'58" 49.50' '✓5.Z1' I 4. 1� 9 eI F P� To INSTALL ANY MISC. FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, 98 27 00 �I°25'18" 'f1.,I8' Z4.4q' c F & /tq a �i 3 +f d 6 s�� �'(° ETC.) AS REQUIRED BY S.C.E. Z 32 ) >ab t' B!�Z+, M1 3 3 i i 111 q g'�q�d•�yr 4ti pc, 99 27.00' 83'58'00" 39.57' 24.30' ' 11 ` 3g 9� __ D • f ,//Q 1 A "' NVP11 ��` II ADJUST MANHOLE TO GRADE. 100 27.00' 88'01'38" 41.48 26.09' 1l0+30:01 � IG D.A.� _ - 1 t f( - o.33' 1 1 1 300.00' 11 34 S, ."0,90130.51 37 40 1`Yt - -- • _ 4j'83' 3(�1 an' � 120 �g sg, &_ADJUSTWATER VALVE BOX TO GRADE. 11 282.00' a �� 15?.17, 28.G6� 13 2 11 36 SS STA• • • 50.03' /15` S'a �0 ,; 113 270.00' Il w% 54.'M Z7.4/o 50.73 55.20' . p( I 115 1 �' 17 INSTALL STREET TREE PER STREET TREE GENERAL NOTES AND LEGEND, 114 318.00' tt°310'55" 1a4.4`�' 32.3}' Z 7 v w-4 $ , SEE SHEET I. ° , N , 4 • 16 � N Q 1 15 330.00' 11 3fo 55 (010.°10 33.510 O I '� ob O 4 W`41 116 300.00' ii°41''A' (01.23' 30.7Z' 00 5044 2 43 44 4 W•� 46 `3 M•' p � _ �p�pp WALL PER 34 INSTALL W53 "NOT A THROUGH STREET" SIGN AND POST PER CAL-TRANS ' O � (eADItJV PLASS SPECIFICATIONS. 1 1 7 318.00' 11.41 i'.f1" G4.90' W.57 42 Q 4 `) Qi V. Wj. N p `� N► 118 330.00', _ 1 t9 28 .00' 11 41''P!" 57.510' 28.8' w4 \ p o - 1k Q � V � 4 19 $ ` '+- Z? � _ Z8 'ti' �` 37 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO ° to G� 120 270.00' 11 4139 55.11 2?.65 Q' Q' 'J 1.0 4 - � � \ N N 09 Lti CUCAMONGA STD. DWG. 101, TYPE R-I, (SEE PLANS FOR WIDTH). 121 970.00' T12'O6" 121.92' 61.04' ci v -� � 37 J 122 952.00' T 12'06" 1 19.66' 59.91' Q � EE SUEET of to o _ � � h S �# 15 �O10\--CONSTRUCT55 N � � d �1, � b � 3� + WOOD BARRICADE PER RANCHO CUCAMONGA STD. DWG. NO 131-A 123 940.00' T12'06 118.15 59.15' v p ^ S 9, ;5 Y 34 124 988.00' T 12'06" 124.18' 62.17' V 1 ' 8 r /2 ,4D✓!/ST "A,wv CCE.4.V-m,r TO aw�v4w { • 1 r , ,f, a 19 hi -� a � DOLCETTO PLACE 37 125 1000.00' T 12'06" 125.69' 62.93' lZ(a 300.00 7 03 3l0 31c 97 18.51 cr O oo V m h -2 a h + b 37 S `� GABAY COURT INGENT DATA 37 N °, 3'? NO. I5EA9IkJCa DISTAWCE 37 LZI Ii.M65UO4'E. 3.22` . 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SEE SHEET 4 of IS SEE SWEET 8 of 15 SEE SWEET S of 15 C -. ,,ti• . "x/,41 - , u', 4# .k.. �. DOLCETTO DESCRIPTION: CHISLED " p " ON TOP OF CURB, FRONT OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 ` 1 :, DOLCETTO PLACE FILLIPI COUR � W � PLACE MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B • v. \ % P. . 7a i' to p 1d f ` O �l ELEVATION: 1224.855 � 10 � i 7 a m aW� 37 \o o, 47 'o o (g�� b - j.1 S f Z N I iW W CURVE DATA �J - U 85� 68 . . f - NO RADIUS DELTA ENGIH TANGENT Q+ Q m Q `j VTi 1 j 48 \Qyo 99 4 P efv9���'�S ti r o 11 I - M 0 S + p ` 9 or-vc. EG �. -- c -'o -- /.f 4 \ 24 27.00 90'00'00" 42.41' 2 7.00 53 h 52 „ 51'^ �k 1 50 - 49� (T,ff) err F �.� � i� a't� Z M 30 112.00' 1 s oo'oo" 29.32' 14.75' `0 I 1. - 1 I a &," .�.S f :- ,\1 s 4 9 t ,r.. 1 c x \ �� -t 9 P - - �� " N.87'28'13"W. E 8; 31 100.00' 15'00'00" 26.18' 13.17' ---- b" L 32 38.00' 210 00'OG" 139.28' • ( ..N I til N % N J a- o: 1 k ' �r'sF - �°°' A� - - t ,I •w . �. \ - �9 p� /� � .0 3 f� �-�+ 1 33 50.00' 210'00'00" 183.26' .� 3 V 8 - 1 k 9 �3 b. q b N so L J� I- i hl M - -* '�. \ Q b f6 to . M 2G • 1' '� &� ' j 68 27.00' 86'23'04" 40.71' 25.35' 1 N 7 19 1� ►� B 4 4i - __ "s c 11�c' p 88 27.00' 93'25'01" 44.02' 28.66' dt _ B /_� ; 1 rc ti _ I 2 89 27.00' 89'12'34" 42-04' 26.63' 107 g p b ib 84 - g ! I 24� 0 10 0.00' 24'29'29" 149.61' 75.96' • j ! Z i 3ti 'h 9 gl.l1 m 107 332.00' 24'29'29" 141.92' 72.06' j • 9 % ,� 2 v► e 3 0 0 F, 108 320.00' 24'29'29" 136.79' 69.45' / - _ / �� () 109 368.00' 24'29'29" 157.30' 79.87' 54 / 2 b bti I I I 3 m z l 2 8 t 74t a 110 380.00' 24'29'29" 162.43' 82.48' S� 58 g a R (� �3 �. io9 �0 I8 \, b o f f� � r - ,. 18, W_►l o0 3��P�' I I 3f•P`•��_ .3 ----�-v-� ,y-� 2 4�'v - 4 0 �Z � 1 w� '��� it' is' � ie' , X11 �: V' 3 S - N.854'2 2" . �� v �!_ 5 ,l s. �o ^� t"�'3�. ---- • '� ' �' ��$ �n �G� � !� ,t iB' , /a' C O N S T R U C T I 0 N N 0 T E S sll44.73 leae' 6 . ' - _ iso O0 PG �t - _ ---_ -- - - Q Q� �" h 8 $ 19.A,. CB. STA. �� - t/'/$$ 4 ` 3 � G O CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA PER DWG. 104, A2-8 �- W. IZ.00 55 1 Aid ' • ssoo'_ , 1 -. V)I$ , o 63 \ ` `' DOLCETTO PLACE i 7 3j �} p; �_ FILLIPI COURT 2 CONSTRUCT P.C.C. SIDEWALK PER RANCHO (.UCAMONGA STD. DWG. 103. O 0-- 5+z2.tz sT Lr. • 5 . o- 1 ;t 3 62 v, $ io Z. 0- . CONSTRU-T P.G.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. CB. STA. 58 9 w I 60 rg.� 61 .. o. l ' - � 1 O-NOTES NOS. 9,ONSTRUCT 31 "A.C. PAVEMENT B,SEp SO OVER �'AGGREGATE BASE AND COMPLY WITH GENERAL 6 57 ,� $ 1 V N 1 N iD / INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. 40I-A AND 401-0. 4 'k $ N ' % Q SAN GIOVESE DRIVE O �I O I . I ` 3 N OT . SO INSTALL R-I "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. 401-8. ` I 0- . APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. i �a g Q I Q M � LOUR N `, �, p^ R NE V Y, ; y dl Y`Y A G_iNSTALLS LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED h 3 �\ \ BY CONTRACTOR, GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. V I FACILITIES (I.E. CONDUITS, PU'_LBOXES, HANDHGLES, ETC.) AS REQUIRED BY S.C.E. ' � II ADJUST MANHOLE TO GRADE. 7 13 ADJUST WATER VALVE BOX TO GRADE. 0-!NSTALL STREET TREE PER STREET TREE GENERAL NOTES AND LEGEND, SEE SHEET I. I'J s- o--CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. 106-A ,t, •�,':, ,°`. �' ,`: �►� '�j� CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA `� „` STD. DWG. 101 TYPE R-I, (SEE PLAN FOR WIDTH). �'t 4 % r . - , ;., - A "', �-INSTALL W-53 "NOT A THRU STREET" SIGN AND POST PER CALTRANS SPECIFICATIONS. % r r aJ DERBISH, 0 A LL ! � A Q GUERRA & _ _- -__-_ c? - R.C.E. 24953 RECOMMENDED BY: Ln - .� ASSOCIATES APPROVED BY . CITY ENGINE DATE Xt' �' CIVIL ENGINEERS SUBSEA N SHEET RAA (ii 'l.' �r;>0 0 FOOTHILL MEADOWS OF i5 -- (909; 98-,-4306 - PROJECT SHEET TRACT 15711 r a • O - 20 4O BY / DATE BY / DATE Br T ff YLVANER COURT d� SAN G IOVESE OR AVE ? • 11j � DESCRIPTION OF REVISION DRAWING NO. Q SCALE 1"=40' DA . E r.NRA HCf103 DESIGN CITY ENER APPROVED PIAN AND PROPIE (p19 3 '0 //4.2B CU.Piy LE,vGTN 1 ? PYl. 291n 4 ti I 1 I i .yl' Q I I I i 1 i i I I 1 i k i V i i I i : t ! 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ES { I I I E : + ; 1 ♦ , I I I r IIr , : » ♦ i + , + { i 1. 40 VERT.: 1 - t HORI7. i 1 I 1 1 , r , '� _-4� 1 fi 37 1 1 \tlii't Q�m �o ROJECT BENCHMARK; 7374 DESCRIPTION CHISLED O ON TOP OF CURB, FRONT 4110e. OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 N �.�P' MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B 3 v co ELEVATION: 1224.855 r p 1 O. 7 I ~ 38.b �� 5 ,�ti 1 0 8. O Q W �N 3s-o Grin'q P CURVE DATA Q1 h \ R1�S�. 70 o r e�` cb 8 1 X0.5 _ Q O • O e J Z �ff5 \6 NO RADIUS DELTA LENGIH TANGENT Q 7 \ �� 69 .N a3 tiq a� y R V �1i i7 ti �,�7 5 `►, 68 \ y // - 38 102.00' 10.00'00" 17.80' 8.92' + V Q 7 0 V 4L �� NP_� 500 • �� 13�. -� 39 90.00' 10'00'00 15.71' 7.87' k gti {' �' �" �' �' �' 42 27.00' 85'56'43" 40.50' 25.15' f �1 67 qC 0 N .� '�� _ t' t 43 320.86' 1709'29" 68.09' 34.17' 1 W � _ � � � 44 302.86' 1709'29" 64.27' 32.25' v. V i 66 V O ~v L 55��• ti`1� r tiq. +d'�9 SO W ti h �. g �v, i ti �•e'� //�BP.OG E.G'-cb. sro a�e�= vN 65'V 1V '� • tc StS9/2 B.C. -C6.STA. /�f/E�D 45 290.86' 1709'29" 61.72' 30.98' v� 23 >� 6 \ �+�y �3 50�� i �,� m f �� e;s�`111 AlCA 47 350.86' 1709'29" 74.45' 367.309' ZO b d \ / s3• Z 11 b U 76 48 27.00' 93'22'20" 44.00' 28.64' m V ^N �� d 5000 i • 7 aB. 8' �, Lb. �, 49 27.00' 8730'29" 41.24' 25.85' vs A3' 2 50 27.00' 9753'37" 43.78' 28.40' 22 oZ v�n 3 V V o r •�1 X02 %45 52 70.00' 1125 3'3 1' 137.93' 805 5' �•N 0.00• S 8 55.51' • 1` 10 89 CONSTRUCTION NOTES �° ,• �' ti.t--� � � - " 9 �g01 fG q;8 f( !`p *j b �b b�ti� 3 .1 �. \ r L S� j / �� 1 `�, QO r O' 1R'` I 2 CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. 104, A2-8. 21 1° y'' 5q�� ; ti° 90 * 1LL1P v V 8 �rj a-CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. �s44�g� ` o.y 5E �Et 3 CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. 3• a-CONSTRUCT .� A.C. PAVEMENT OVER � AGGREGATE BASE AND COMPLY WITH �Z • • 77 I8 '. /0 GENERAL NOTES NOS. 9, 10, AND 18,O,c/SA/EET /. 7 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. 401-A AND 401-B. 88.63' 47 7 V R 0 v 10 - !NST ♦. ALLfBobLUMENS STREET LIGHT Y S. A 0 � O B C E PAID FOR BY CONTRACTOR COORDINATED N D ED � : • I + \ 8 V RHES IS m FACIL TIES ITERCCNDURTS PULCONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. in '� 56E SNE�T II ADJUST MANHOLE TO GRADE. LB XES, HANDHOLES, ETC.! AS REEQUIRED BY S.C.E. 20 N N 14� 13 ADJUST WATER VALVE BOX TO GRADE. y17 INSTALL STREET TREE PER STREET TREE GENERAL NOTES AND LEGEND, SEE SHEET I. � ' ' ' { 31 CONSTRUCT P.C.C. DR!VE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA b STD. DWG. 101 TYPE R-I, (SEE PLAN FOR WIDTH). AMARONE PLACE v ���¢'�f-- �11',�t `' s B INSTALL R-1 "STOP" ON POST PER RANCHO CUCAMONGA STD. DWG. 401-8. �•v� _ , ,� o--APPLY STOP BAR i LEGEND PER CALTRANS SPECIFICATIONS. SEE -m4jcT 15'111 - 2 ♦`,v`���E E' � 4 1 SuEET 3 or, to Ll ``��-Li. : •6171 ' DERBISH, CITY GUERRA & - ---- - - - i ASSOCIATES APPROVED BY _ R.C.E. 24953 RECOMMENDED BY: JJ 0 CITY ENGINE �DATH CIVIL ENGINEERS - --- -- --- -- - i---_ - SUB , ION SHEET RAA cn CHS a `C.4 .�I; o FOOTHILL MEADOWS c �J (.9091 98i-4306 Q OF �J AC 15711 PROJECT SHEET 0 20 40 D" BY °A� RIESLING COURT cc I 1 �� 0 DESCRIPTION OF REVISION DRAWING NO. SCALE 1"=40' DANIE E U7.,ii'RA ( 29224 AI 3. 11/03 ENGINEER APPROVED PLAN A N L� PROFILE x(0°13 Q DESIGN CITY cj _ - - - - - - I - - - . i 'IR . . : . . . . . ri o.400 rd H I i i cir/ Et/G r f i l - - i i 1 -i I j -1 i 1 i 1 i 1 i i i 1 I 1 � 1 i - -+ i + r t I i i i -1 T i i i -i + + + I I + + I- , -+ i tt ; � i i I � i i i + ; � f i i t i I } '+� 1 1 i I } t t . i ; 1 1 1 I i I I i i � s 1 1 I i 1 i I I } t 1 I I } I t t i 1 i i i 7 I i i 1 i f 1 1 I I I i i f 1 i R , f l I , I i I ` 1 1 , I � , , , I r , r r , i 1 1 , 1 : 1 , , • � 1 1 i , I 1 + , e I � ; i • { i , , I , , l , } i i r � , _ - �_ I _ � _ 1 . 1 I j y 1 1 a j 1 f t I f I f : f 1 1 - .1 t j I , 1 1 t + { + a J j l 1 i 1 i 1 + 1 I 1 , I 1 + f ! j , , ; , ; ,1 1 i > ( 1 l f I 1 I I 1 I I I I i i I I j , 1 i ¢ � �� } i 1 �'l I I { P Z 4 __ _ , : + i i _ _ 1 1 + - l 1 - 1 _ 1 y j l i 1 1 1 1 : 1 1 I + 1 % 1 1 l + 1 + I 1 + + + I 1 - + 1 . 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K �\ DRIVE ` `''� v. 3 N h �,�. n� h to I V n . ti� y y 3 �' ` 3 �+ + n. 30 � SEE SWEET 7 OF r5 v, SEE SWEET Coof 15 31 y V 3 11 o CURVE DATA •o /o V � / c�j h h ' 1 � TRACT 15711- 1 NO RADIUS DELTA LENGTH TANGENT I V o V - V 24 27.00' 90'oo'oo" 42.4I' 27.00' CONSTRUCTION NOTES 30 112.00' 15'00'00" 29.32' 14.75' /� 31 100.00' 15'00'00" 26.18' 13.17' __._ _ 32 38.00' 210'00'00" 139.28' 33 50.00' 210'00'00" 183.26' &_ CONSTRUCT P.C.C. B" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. 104, A2-B. 38 102.00' 10'00'00" 17.80' 8.92' 39 90.00' 10'00'00" 15.71' 7.87' 2O--CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. 48 27.00' 93'22'20" 44.00' 28.64' 49 27.00' 87'30'29" 41.24' 25.85' 3 CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. 50 27.00' 92'53'37" 43.78' 28.40' . 51 58.00' 112'53'37' 114.28' 87.45' a°--CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. 106-A. 52 70.00' 112'53137' 137.93' 105.55' 6 CONSTRUCT 3 " A.C. PAVEMENT OVER 4" AGGREGATE BASE AND COMPLY WITH ' 00--.'--- 53 300.00' 16'12'50" 84.90' 42.73' GENERAL NOTES NOS, 9, 10, AND 18,SUEET 1. ,'}'��?-�"rIr'al,"0% 54 282.00' 12'50'30" 63.20' 31.73' 55 270.00' 13'29'23" 63.57' 31.93' v - -' _"� ~" u-) 56 318.00' 13'43'19" 76.16' 38.26' �-INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. 401-A AND 401-B. ' ,i"f•. `%_?4• -, I �, t � , ', 57 330.00' 14'08'18" 81.43' 40.92' 8 INSTALL R-I "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. 401-B. �lIFI 1,E �_' 58 470.00' 4'59'3T 40.96' 20.49' ._ ?�- , � 59 488.00' 4'59'37" 42.53' 21.28' 9 APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. � 14o ,q l r.: t Ir Lt; 611 4502 !A.,RITI P rl.,ry I tih� .00' 4'59'37" 39.39' 19.71' 10 INSTALL5W LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED BY , " `� �' DERBISH, 0 � 06 1 � 62 440.00' 4'59'37" 38.35' 19.19' CONTRACTOR, GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. --rp U�� I". 11 .e __._ - __- --- - -_ - 63 353.01' 15'54'53" 98.05' 49.34' FACILITIES ILE. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. _ C.E. 24953 RECOMMENDED BY: p`- \� 'p�' ; G A , APPROVED BY 64 335.01' 15'54'53" 93.05' 46.83' t,t.� '' •,t � ASSOCIATES _ L I I ADJUST MANHOLE TO GRADE. ,"�,',�,f`€jfI, A CITY ENGINE DAT L 65 323.01' 15'54'53" 89.72' 45.15' Z��'ll 66 371.01' 12'17'57' 79.64' 39.97' CIVIL ENCIIIEF,RS - - - 13 ADJUST WATER VALVE BOX TO GRADE. SUBS ON SHEET Ln 67 383.0' 12'38'23" 84.49' 42.42' PROJECT BENCHMARK: t 0- FOOTHILL MEADO'�S 8 OF 15 68 27.00' 86'23'04" 40.71' 25.35' 17 INSTALL STREET TREE PER STREET TREE GENERAL NOTES AND LEGENQ SEE SHEET I. - RAA (IlA (A y';:SU v ''t '� E ` (909) 98: 4306' : 37 CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER CITY OF RANCHO CUCAMONGA u, W - DESCRIPTION: CHISLED " O " ON TOP OF CURB, FRONT PROJECT SHEET STD. DWG. 101 TYPE R I. [SEE PLAN FOR WIDTH). 11�ACT 15711 1 o OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 d` ❑- n MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T27856 0 20 40 A * BY / DATE BY / DATE FILLIPI COURT RHEIN COURT Q ELEVATION: 1 4.8�J5 '9224 F. I''f[Il03 A D �P.RIMOti OF RFVIOION DESIGN CITY DRAWING N0. L SCALE 1"=40' DAn1F1 F cc ,iir'A 2 ENGINEER APPROVED PLAN AND PROFILE J�93 --- - - ,%� tl . i I I ; i t I ! 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NOTE REGARDING STREET TREES- &- -APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS REFER TO PROJECT L.M.D. DRAWING NO. 10 INSTALLSS"LUMENS STREET LIGHT BY S.C.E.• PAID FOR BY CONTRACTOR, COORDINATED 1693-L FOR STREET TREES/LANDSCAPING BY CONTRACTOR, GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES II.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. FOR DOLCETTO PLACE GARCIA DR. VIA VENETO DR., MILLER AVE. & EAST AVE. 0--ADJUST MANHOLE TO GRADE. &_ADJUST WATER VALVE BOX TO GRADE. �f�rf;l'?o4.%-'=,, SZ CONSTRUCT 4.00' HIGH RETAINING WALL PER RANCHO CUCAMONGA STD. PWCq. 604 TYPE 8; MODIFIED );t''..1• PER VETAII.,SNT. 1A OF 15. QEFEK TO DETAIL s PRoFu,E,SNT. I OF IS, I✓oe Avv]TIOWAL 1rjPo1_f11ATIOW. t ' - 4 INSTALL R26 SIGN ON POST (UNLESS ON STREET LIGHT) PER CALTRANS SPECIFICATIONS. ' �.` - tV f � 47 INSTALL R26(B) SIGN PER CALTRANS SPECIFICATIONS. . \ � � . : L% __ 54 INSTALL 4" DIA. PERFERATED SCHEDULE 40 P.V.C. 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DR VE h Q COURT In 4 R p a ti \ M ti v + � SEE AT RIGQT ti \ I a 11 P 4 m % ^ \ `' % M y SEE AT LEFT \ A e \ -- .�- 1 �0 � h � 7 0 V ` � to �. � �' SCALE 1"=40' LAM6RUSC0 (-�, �-, I�• of LAMBRUSCO COURT COURT CONSTRUCTION NOTES • -----.--------- 0-CONSTRUCT P.C.C. B" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. 104, A2-8. OCONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. O CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. tloua,.'i,ri� �4 --CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. 106-A. +,!�'�r:,�F<l1,J,"o � 6 CONSTRUCT 3 " A.C. PAVEMENT OVER 4( " AGGREGATE BASE AND COMPLY WITH � ' �=, (.,-. 'R e #��+ �<� � , • GENERAL NOTES NOS. 9, 10, AND 18. 01J SWEET 1. ` I 4 ,. , N� �� a-INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. 401-0 AND 401-8. a�R !'' �1 ')z a 1io. 2911 8 INSTALL R-1 "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. 401-8. . � 'i �9�--APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS. CURVE DATA 4�4�T* �P `$ �! " I4 ', 10 INSTALL58WLUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED NO RADIUS DELTA LENGTH TANGENT -i -. -left, a BY CONTRACTOR, GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. "`i; �' ,lr'1` FACILITIES II.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. 24 27.00' 9000'00" 42.41' 27.00' `- 30 112.00' 15.00'00" 29.32' 14.75' WI-71 w L� II ADJUST MANHOLE TO GRADE. 31 DERBISH, cI i ■ u R �, Pt" C Ll 0%A VQ �� 32 38.00' 250'00 00" ?39.88 13.17' � � r r R,',, &-ADJUST WATER VALVE BOX TO GRADE. 33 50.00' 210'00'00" 183.26' GUERRA & n 17 INSTALL STREET TREE PER STREET TREE GENERAL NOTES AND LEGEND, SEE SHEET 1. 38 102.00' 10'00'00" 17.80' 8.92' . � APPROVED BY R.C.E. 24953 RECOMMENDED BY: 39 90.00' l000'oo" ,s.71' 7,87' ASSOCIATES f� 37 CONSTRUCt P.C.C. DRIVE APPROACH AND SIDf'MA'K PER CITY OF RANCHO CUCAMONGA 133 58.00' 110'00'00" 111.35' 82.83' Z\ CITY ENGINE�� �/ DAT 7 STD. DWG. 101 TYPE R-I, ISEE PLAN FOR WIDTH). PROJECT BENCHMARK: 134 70.00' 11900'00" 134.39' 99.97' CIVIL ENG!NF,FRS ____ _ _ SUBSE SHEET 135 500.00' T33'07" 65.90' 33.00' _ FOOTHILL MEADOWS G n Ci, . _. __ �< , f,n:< wt . CI : 136 482.00' T33'Gi 63.53' 31.81' �� OF 15 ' INSTALL W-53 "NOT A THROUGH STREET" SIGN AND POST PER CALTRANS SPECIFICATIONS. � KA.tit'Ho Ii�tA 1a rlr,:;0 -� 137 470.00' T33,07" 61.95' 31.02' DESCRIPTION: ANISEED " O I ON TOP OF CURB, FRONT (.90,9) 987 4306' TRACT 15711-1 �, CONSTRUCT WOOD BARRICADE PER RANCHO CUC4MONGA STC. DWG. NO 131-A 138 518.00' T�3'07" 68.28' 34.19' PROJECT SHEET u! - OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 139 530.00' 33'07" 69.86' 34.98' CD MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B a BY / D4TE BY / DATE �/ ELEVATION: 1224.855 LAM®RUSCO COURT 4 CLASSICO PLACE Ili? n o C-RIPMON OF REVI 1 ON DRAWING NO. �`' ENCSN�FR APPROVED PLAN AND PROFILE i(v 9 3 C-) DANIF F GITF RRA : C 4 F. 1'3. 31;-03 U 1 I I -_ _'. I I .11 -1 I.." ­ '� ,� � . . . . . . . . I . . . . I - . 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I \ 1 c• V AS 8.3 :✓.may., . y' . 0 V . y . I. s y �____= . . Q . - 8 ; . . . -, y -- ",. 1 i -:. f . cwt '-��- i t i t moi./ '`�--�- . - - , I 1 i 'YC till D.Gtr T ' 7 % i .t�S . flv'� . . h h 0 I 0 . ti �i ) a { \ D tib � h . ^ P✓1 moo.70' . h h ti . h 8 a i b �, 1 M �• h i r f . i o Q r i t ; i i i 1 i i ' i i - i a > ; t i . : - - i i i ; i 4 1 t Q(}� V h o.�0 ErJ frS. . _ 'S' +#� . _- i t 1 z i i . - ; i -_ �� ; V i I , • I { . i • i : .. i t J . F ¢. �� r 1 a � l �. , , . .-,.. _, � . 1-. _� .i. 1 w. I . i.. ,i. i } ;- i • . . ►., ; 4i , _ F . y ►� - --- -0=.' a a . p '� , h v \ . . : 4c t % an . s �► rwl = 4s42 . . . . . # . . E u _ . : T ti . 1 -- ,P r p40 i . 0 . . Q . _L__---._ U v S . . ; . Q Q 0 � Q I rsdcd i `\ax F V } `e } V , . n - . h v f 4 v �'� 29 ti # � 0 t '4 b S h I i } � ti �► , , h �' , . . . . . . V . . . ! �+ 1 J I . b 1 i ; b i . , . . . r "Ix'--'�d s ' r_ Li f t_ 8 S. Q Q J an . . . . . . . . ... . . . . . - ' _ _ _ - . : : : O ti o, . td� D h � a . : f % '` 0 h p p ti h 0 p . , : t 'e0'00.00SE1J stSs 4".P>' . . 3 . j i . �\. �V % Q� I : : : . i ? ; Q . . } . i I ♦ :�. . . . f T--= 4 t i -p. tt i 4 # . ' I t : �_ , 1 = _J-�~ . I I - — — i�- . t . . : . . . ; { . . . . . . . . . t f t _ i `�4� I . PROFILE JCLlIJLJ1J• (j i 1 } . . 7 f • -1 f ff t 1 E , , r . HORIZ. . 1 —40 . . , , . € ; . _.- . 1 i l + i j ._`" - f . VERT.: I FRT.. 1 4 . t �- I / 0-+ 00 1 -+ 00 2-4 00 3 -i 00 4 -i 00 5-t 00 6-+ 00 7-t 00 Q 8, 00 96LOC-61-rED 9-+ 00 10, 00 1 1 -+ 00 12 i 00 �14 113 �. t 10 TR. 15?1�© 10 N Q N v 0 � v N q t *MLETEA mALvAsiA c - _ . '\"'A--. "4, e O �\ y Q• O b b %4` i\ 0�` V w�`Y v DESCRIPTION: CHISLED ON TOP OF CURB, FRONT h . t t ap_N l OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 Q �► \ b V b U A 0 n \I � y Q` �V a Az � I1 � MILES NORTH OF FO TRILL BLVD., NEXT TQ P.P.#T2785B to N �' {\� d N V \1 V h V► V 6 I 1ST I I I Q I 100 \Iq v�. I o ELEVATION: 1224.855Az 1 l� '1 \ 1� 4 \ � �� M '1 g ? + N ui I �J I ® I I v 1 ty 0 I I I ( - •I . � ' I.16 �, ,�� 29 36 �� �4� 1—Ld 1 �V 28 3(0 � b. W � Z �' Z 2 -� 2 Q I I I � `+ V J. I b3 28 m a (�4a �� Innx aro ,� - - --- --- - - - - - + u% -- . _ _ - -- -- - -- -- - p y Ilkl 1IT ' .. _ _ _ . _ . - p .- s ___�� --�- , \ /A ji_f 1 ® N eoi ��2 fi �9 I � Q , r9 1- N Is N I o `. 3 p v I � _... _ .. f ' 42 o I - - - - S' . - ------ _ /ti' - --- �i ._ - —---- - -- 4 - --- -- _ -- -- - - -- - � --- - — - - - - -' v k° t^III _ ' ti _N ZS N ZS ZD6 ZO k&'Z `� ¢3'�0 B ,13' y° 29 - b� 13 I e "' �I 6J` �`' t6, loP'. --- -----, — - _ _ _ _ _ - - - - - --- - - — - - - _- — r4 -- - - - - --- - --- . -_ _ _ - u� N g /oB 65 29 II +. a 14 0 ) _ ! -IN5 �e.� '�' %'11 Ib g3A -- - - - Y - YYd 4 Y Y y 4 e, y e Y - ➢ �. y Z er1oce ear�,rrvs (���E leipC) ti -- _ `. �- - --- - -- - _. - - - --- ---..- — -- - f t - ----- - ---- -- ____ �6£ _= o Q - - - - - - - _- — cWi) 5 - - - _ --� ��� --- — --- N Q G� Exlsr. FRFEwA`/ Izlw 18 5 ° i Ig �3'3�4 A �o 5 18 30 �%e 30 \-� r8 5 IS / (TYP.) * * (T(P.)�L .4% (TYP.) Q (TYP.) (7(P.) \ °. , C l / �,�� I A % k I &14C7 SEP s I I I �� '; \b �, © CONSTRUCTION NOTE S �a ►, \4 . M I LLETZ I.EUE�� AvEMUE I—- >_I I � C.E.M.H. 0 � / 1 _ . I I N 8 X DEIJOTES MODUMEIJT MOM; SEE SHEET 1 OF IS FOR — - —� M1LLE� �.yEIJ>JE I %�V. , -, b MDUUMEtJT DECCI�IPTto{1S I CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. 104, A2-8. I I I w ��` a th 16 /.vS7AlL lY� % t o--CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. I I W� �/ th r �! ,,4151 C'MAe't'EPS •�i�0� 3 CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. Q I I 5 � b 4 - 1- ',,4,rr.fc_6&ce H Q 4Q' X11 IN ��►� � � 0� .9,vo.re'1A�/P•l'C C!/,rlf(77?�� 5�---CONSTRUCT 8" A.C. BERM PER RANCHO CUCAMONGA STD. DWG. 104, DI-8. I C L �(���/ — -��I TOB v-� CONSTRUCT 5" A.C. PAVEMENT OVER (o" AGGREGATE BASE AND COMPLY I �h 0 WITH GENERAL NOTES NOS. 9, 10, AND 18,SWEET 1. 3I � 1� s�8 O"F1V" 5 ArrroximArE Lecwrmo wl 3 s`af^ Nr 10 INSTALLl3MLUMENS STREET LIGHT BY S.C.E. PAID FOR BY CONTRACTOR, COORDINATED �' of �,c,rrr�y �•r.� o-- SPECIAL NOTE TO CONTRACTORS: /.vSTAee .R6"'o TYPE"G.fl*lImLET � -*+t- f. . �Cow�vylTfs7. FACILITIES II BY CONTRACTOR. OGENURT L CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC. I �- I G.T.E.M Ij� �� �� .E CONDUITS, P LLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. I 0 / PROPERTY OWNERS SHALL BE NOTIFIED AND AVDO/FjEO4WIrHADO/T/O�t/19G Z ri v� I I I APPROPRIATE PERMISSION OBTAINED FOR EAl'.�/ B'xz411-V/pEOf'E.(//.(/C.f'PE.P V f a II ADJUST MANHOLE TO GRADE. I / REMOVING AND OR RELOCATING EXISTING TYOE"OiY1.-/vCETPEPC9CrPi9A/S ` ,, �j0 ,0�'� �► �, , t.IOTE = I I I I x* 'qwG- /"07S T f. ti fX,sTiv6i arLr. titilE sa/owti/ 13 ADJUST WATER VALVE BOX TO GRADE. IMPROVEMENTS LOCATED WITHIN PUBLIC R/W CPLR STO7'M V t1�' iN yyP,eDXiMFiTE LOcario,cl, OR PRIVATE PROPERTY PRIOR TO CONSTRUCTION. pRAIAI PLAAIs, T2ACr x5711-1 �, �� � �+e cbAJ7)r4CTa,Q SA•lgcc Poi OZE 14 REMOVE EXISTING A.C. PAVEMENT AND/OR BERM. 3 EXISTING FACILITIES (INCLUDING, BUT NOT LIMITED 'V V � ^� VARIES VAr-IES TO IRRIGATION LINES, SPRINKLERS AND RELATED \ K $ Q \ # LOCA're Sorel Noir/t. 4 V,cz;r . STA. 2400 -3170.03 44' - ,"I ITEMS) WITHIN STREET R/W REMOVED OR DAMAGED � v V � 8 a 40CQ7�o,09 � Coo"lA�Hre iulrq O� 4" ror/FS 3 DURING CONSTRUCTION, SHALL BE REMOVED AND/OR i� '1, 1;1 yrs. �,c Possi6[E ,zE�ocA7�ac1 18 REMOVE EXISTING TREE/STUMP TO THE SATISFACTION OF THE SOILS ENGINEER. �� 35.�d O.-�3,5 RELOCATED ONTO PRIVATE PROPERTY TO THE ,,,E,," r 1� \ �i SATISFACTION OF THE PROPERTY OWNER. �� 10' O� �' ^ ^uo,c To Tt1F srs7zrof Gba/S7e[lCrio�J, 10l REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING OVERHEAD LINES. (STA. 3��a.63 Gf(d8 ►� Q 0 I _ ti ►- i _ �' �� % � 8 " .%' �28 REMOVE EXISTING P.C.C. DRIVE APRON. 20 REMOVE AND RELOCATE EXISTING TRAFFIC SIGN. Fes- 33.oof ' LL ,"\y i_ R VARIES 1('± f�Zoe; VARIES I19 f fe 375 # � , g q �, 8 Q� � �i �1 V 0x. % '4 M G 41 REMOVE EXISTING 6" P.C.C. CURB ONLY. t o_-CONSTRUCT DRIVE APPROACH PER "DRIVEWAY JOIN DETAIL", SHT. 13, REPLACE IN KIND. gni AL. 8E1PNl I� A,• ''d 4E • V� q �. AZ CONSTRUCT P.C.C. CURB ONLY PER R.C. STD. ZS SAWCUT EXISTING A.C. PAVEMENT AND JOIN WITH NEW A.C. PAVEMENT. ' I , DWG. 104-AI-6. Q f �f/1S' Z(o REMOVE AND RELOCATE EXISTING MAILBOX. 1\Y� CURVE DATA 'i f� REMOVE AND RELOCATE EXISTING CHAIN LINK FENCE. 4.001 MIIU. SEUIUD (JEW p.0 EW-;!M. 1h\; , /7,� �;- `� A�..A�. Rey I _ �t�,4� &__CONSTRUCT P.C.C. CURB ONLY PER R.C. STD. DWG. 104-A1,HEIGHT VARIES 8" MIN. 12" MAX. 5 /r�. 5 �/ 35.00' 89'56'25" 54.94' 35.04' ,. DERBISH, _ _ - Ll1 _ — _ /-� p -- Cirl Iff" [IF IRA. -w � C 1,w A PT r I r-"rtl�t-AU-0 F - i4 - 1, ( G �-35.00' 90'03'35" 55.01' 35.04 GUERRA OC, - R.C.t. NG. 14953 R COMM ND U BY: cn 11 '� '� ASSOCIATES aNPr�ovFn BY 'w .Sr,4T/O�t/ ZfA�TO '��03.3� � � CITY ENGINE �' DATES ;��� u �/ I tins. LR'EF•RN --- cn TRACT 15711 - 1 SUBSE ON SHEET T. 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S 1 r I i i . 4 , I Q i hl I 1 i i i t i I I � I I PROFILE SCALES: - b I 1 . \ . t I f t i 1 r i 1 , 1 i i . - - i . I HORIZ.. 1 40 f I } i i i } { I : : + i + II i i I I + f I i i + \ t i t # } . VERT.. 1 4 i ` I f 1 I ' I I I 12+ 00 I i + 00 � 14 -+ 00 3 15-4 00 16-+ 00 17-4 00 Q 18-+ 00 19-4 00 20 i 00 21 -+ 00 22 + 00 23 - 00 24 -i 00 -1 Q11% X ` r j_�� ra► SEE TRACT 15?1 l 1O \� 0 PROJE CI BENCHMARK: v w �It Q• ►. 2 SWEET 4 OF 10 �-� y� c _ i�;,� 1 . Q\ � � -tv" \ V v � V & nwcr l$37 ® � ►. 4) � N C v a� � 1 \ P �. I � VN i. 1\ DESCRIPTION: CHISLED "O ON TOP OF CURB, FRONT 2 N \� 3 `� e h TiZACT N� 1p y OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 S. I ti i I Y. 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I +� � +� ALA E ` � � h I ti � tiQ N1 Nti v v TEZACT 1 a W 15711 - t % tiL, �; ��r b-� tiQ, `� v\ I \I0. n ^ ��. � � AWZee7170' 10I� h in -, � � v w�� � qp . v-\ aha too\ `1,• \ 1. vyk 111 -AMu . b1ti �� \\y v O\ � gin' \ `I �Q �1t�,1It tiXV % 1t�q y �� \ �I: \ \ m W AvEUUE \ ti \ '�`� SEE TRAC %T 15111 - 1 y ` " - Iliti W vONSRUCTIONOMIILEF, SWEET 4oF15 \ ° �) �p -- _ - _ .-._ ---- --- _ _.-- aA w f1 ° CURVE DATA 0-CONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. 104, A2-8. IQ (D__CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. NO. R 0 L T 3 CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. 26 35.00' 90'00'00" 54.98' 35.00' �-CONSTRUCT 8' A.C. BERN PER RANCHO CUCAMONGA STD. DWG. 104, DI-9. NOTE REGARDING OVERHEAD UTILITIES: NOTE REGARDING STREET TREES: I.EGEIUD : - --- (od CONSTRUCT S ' A.C. PAVEMENT OVER AS ' AGGREGATE BASE AND COMPLY WITH GENERAL EXISTING OVERHEAD UTILITIES SHALL BE UNDERGROUNDED ALONG REFER TO PROJECT L.M.D. DRAWING NO. NOTES NOS. 9, 10, AND 18. X 0EQC)TES MOKIUMEWT WOVE SFE SWF_9T MILLER AVE. PER CONDITIONS OF APPROVAL, RESOLUTION NO. 96-50, 1693-L FOR STREET TREES/LANDSCAPING 1 OF 15 F61Z MOIJUMEIJT PESCIZIPTIOIJS. CITY OF RANCHO CUCAMONGA. 7o--INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG. 401-A AND 401-8. SPECIAL NOTE TO CONTRACTORS' FOR DOLCETTO PLACE, GARCIA DR., VIA VENETO DR., MILLER AVE. & EAST AVE. PROPERTY OWNERS SHALL BE ,♦• -,., . NOTIFIED AND APPROPRIATE {"fl: 'I - I „ PERMISSION OBTAINED FOR ,�t`t ' mac, r l'; A INSTALL�OLUMENS STREET LIGHT BY S.C.E.. PAID FOR BY CONTRACTOR, COORDINATED REMOVING AND OR RELOCATING ?` �, ' :b/,t er EXISTING IMPROVEMENTS LOCATED AN BY CONTRACTOR, GENERAL CONTRACTOR SHALL BE REOUIRE.D TO INSTALL ANY MISC. WITHIN PUBLIC R/W OR PRIVATE PROPERTY - t. s� 1` FACILITIES (LE. CONDUIT, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. PRIOR TO CONSTRUCTION. =' EXISTING FACILITIES (INCLUDING, BUT NOT LIMITED �" i K `'- � �, �--ADJUST MANHOLE TO GRADE. , 1 ry I) TO IRRIGATION LINES, SPRINKLERS AND REL06TED ; �+ � I 13 ADJUST WATER VALVE BOX TO GRADE. ITEMS) WITHIN STREET R/W REMOVED OR DAMAGED DURING J CONSTRUCTION, SHALL BE REMOVED AND/OR RELOCATED 1, }v +,` f a--REMOVE EXISTING A.C. PAVEMENT AND/OR BERM. ONTO PRIVATE PROPERTY TO THE SATISFACTIONI . `a - i, OF THE PROPERTY OWNER. •�' 16 RELOCATE EXISTING OVERHEAD UTILITY POLE. t`:. �� �Citi( Q " u ��' DERBISH, OF A 0 CPR i tl V ri A GUERRA & _- ___ ____ _ - 18 REMOVE EXISTING TREE/STUMP TO THE SATISFACTION OF THE SOILS ENGINEER. - �` ASSOCIATES APPROVED BY R.C.E. N0. 24953 RECOMMENDLD Y: 19 REMOVE EXISTING POWER POLE AND INSTALL UNDERGROUND UTILITY LINES. CAW. ENCIVEERS Q CITY ENGINE DAT _ z C) 21 REMOVE AND RELOCATE EXISTING FIRE HYDRANT PER C.C.W.D. Q TRACT 15711 - 1 SUBSEC 'ON SHEET __ �-REMOVE AND RELOCATE EXISTING MAILBOX. ©--' TietJCf {(/qD0 QFr,+?e/C<,IOF �,�' Jtf)�/PLIO C[.CAMOA/c/9 �1TO. /j/,.q- ka� 7I) ('( -I ;',1 i(i Ln 15 u; 28 REMOVE EXISTING P.C.C. DRIVE APRON. (`io91 98' a,sOG A �0 iD6WALk ON NOP14 SiD& of iu. vE, E171GV6D 2 OF AG. B6Rm d ADDED Gu¢8 REruQNS x �AmPS Apa.cETfo � PROJECT SHEET CE moxn4 aF m i-LEg Aue. +---- - M I L L E f2 AvEmuE �3 a'F 4/ 7 _v- Cr �-REMOVE AND RELOCATE EXISTING CHAIN LINK FENCE. (02 y,10e0 t � SEE(R.A4I O BY / DATE BY / DATE nJ DRAWING NO. 3I REMOVE INTERFERING PORTION OF EXISTING DECORATIVE BRICK PLANTER. 1114111}- - Q D 4R1 QN OF REVIE TQN STA. 1 2+00 to STA. 24+00 SCALE 1"=40' DANS / F. c� , .1 IRI ,, I -,9z?. r_ri' 4 .>I 03 DESIGN crrY PLAN & PROFILE �G93 Q ENGINEER APPROVED 3(o CONSTRUCT DRIVE APPROACH PER "DRIVEWAY JOIN DETAIL", SHT. 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I i � 24 -+ 00 \,0 25 t 00 26-, 00 � p 27 1 00 28-i 00 �uQcs � lk V ` a h % \1 \ _ 4 K � � ,, PROJECT IIENCHMARK _�_ ` jam`✓') - . 1, v V a \ DESCRIPTION: CHISLED„"/O ON TOP OF CURB FRONT '�W , ,� y� " ^ � I OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 Q - k F Q e O I I MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B + I � O ELEVATION: 1224.855 �r- � x% A ` a ,� tit N MILLER, " , VEIJuE V I I 1 x0 t/f � W v `1, 3(0 28 ~ rf� � 11 V I� � "11 44 �' , % �� 0 ,�r. � �� >� `� � . �- �- CONSTRUCTION NOTES d �l ¢3'� 9� f� r T 4 �,(, i �— -- ExrsT. G le �Z As 55, V) Q . . . , --- _ -__ _ --__ -.._ 11 4 (p . - T .,t-�__t" �\ O 3 25 > I I EXIST CNAIAI UIJK 5 CONSTRUCT 8" A.C.BERM PER RANCHO CUCAMONGA STD. DWG. 104, DI-8. t• - P PG.S7efMILLE/t VE• s EXIST �i=�I/ 11 FEUCE & 15�•Op bB CONSTRUCT S" A.C. PAVEMENT OVER 6 " AGGREGATE BASE AND COMPLY _ _ V � i/ . — f2 1 _*_j- 1.\�,1, f f " A Z� I yi WITH GENERAL NOTES NOS. 9, 10, AND 18, SEE SWEET 1. - - � M • 4 Z 0,54'21.,15 ¢ EAST A4f F.C,. I �� N f f t p'i 31 t31 ti Z� S 31 Al��� +1'' — +is'! �� 2 13 ADJUST WATER VALVE BOX TO GRADE. 0 U.g°f5604 E, t ` P. I r, 12� S r — Z - - N.� 5/004 • _ ---- , E, /.71% k p G� �_ \ ..--- Ik 1w~il A T t�R� i3 3/ 5 24 7 1 i —RELOCATE TEOVE XEXTSTGING OVERHEACNUTAL TIES POLES. t _ ., . o — - -_ -- -- - —--- roe I Is 0 t � � � ® V �� 18 EMOVE EXISTING TREE/STUMP, TO THE SATISFACTION OF THE SOILS ENGINEER. y� � I � Z:1 SI m T,fr e k•FDO w * 3. w {I �,*____ 5:I Sbope TYF? F 20 REMOVE AND RELOCATE EXISTING TRAFFIC SIGN. 4 R . r t cn ry/��cq� sEcr1orv,4r ��oo &VS N L /1 S k. / re�FOO —_ 4400 IwIlA �LJ4,eros�,o�- 3I REMOVE INTERFERING PORTIONS OF EXISTING DECORATIVE PLANTER. w . ' m W O Ot V �yo� w I NTS EA6'e, eN l/lOEO/L,QTEf> 25 SAW-CUT EXISTING A.C. PAVEMENT t JOIN WITH NEW A.C. ( , �* � � -4 X Q N Q• % E z e��aA�OF,P/�.vCf/O 28 REMOVE EXISTING P.C.C. DRIVE APRON. 5 I .0 3 � \ -h,% ( I 3!o CONSTRUCT DRIVE APPROACH PER "DRIVEWAY JOIN DETAIL" NEQE-60. REPLACE IN KIND. � - F 0 ►� � 6v, F— 4 p a Q E � ^ � - /tae• Gszwl mazer ,, ti� Q rW " yM `h z V � 33oe' PL_ I vv 7— W 1- W v % Wp J M 32.,," JV.&v & 5.50 -b �_- Z4 '� u I 0 2 -9 4 Ix :.� \ %, k v 3 Z I dol LEGEND: . ;t` . / a / �`� bL 3a.Qo� �� X DENOTES MONUMENT NODE; SEE SHEET 1 OF 15 � � �� �� ;1 32 d0i 24.60, 900, 3 % FOR MONUMENT DESCRIPTIONS. 1 /1, � ` �1 0 06if, : (Set OIrNeW �ir) Cka► eiw J1 SPECIAL NOTE TO CONTRACTORS: ► I - _ -- - -- _ _ - __ '� — -- _- ---- -- ----- _ - - --- b - on &_—REPLACED ALL P.C.C. DRIVE APPROACHES SHALL BE PROPERTY OWNERS SHALL BE NOTIFIED AND T . a �.0 G9 !�- VJ WITH P.C.C. ALL OTHERS SHALL APPROPRIATE PERMISSION OBTAINED FOR v } w 5 • BE REPLACED WITH A.C. PAVEMENT. REMOVING AND OR RELOCATING EXISTING IMPROVEMENTS LOCATED WITHIN PUBLIC R/W ,Sr.4. /.s/6�82 rb /9f97'/Z A j @—NECESSARY ALL DRIVEWAYS SHALL BE REPLACED AS OR PRIVATE PROPERTY PRIOR TO CONSTRUCTION. Tf/�OlCAL v�'Ec71-a1v�/LLE.P.4vE 1.?' ,�;� liEXISTING FACILITIES (INCLUDING, BUT NOT LIMITED 1= — -_ �\ 3010 EXIST Cif-ADE IV r.IW IN KIND. TO IRRIGATION LINES, SPRINKLERS AND RELATED NTS � �i��\� * ITEMS) WITHIN STREET R/W REMOVED OR DAMAGED 1 w �\ 3 33' DURING CONSTRUCTION, SHALL BE REMOVED AND/OR w 1s� RELOCATED ONTO PRIVATE PROPERTY TO THE •�- _ el 15 o, oz, I�, A" A•C. WHI CA (T-fr) SATISFACTION OF THE PROPERTY OWNER. - I•I.s 8 , Zs 6M 3'A.C. BEAM C.F. �TYP� <F'� '_. -----., I#'. �3. f0 Ilb+6(O.$Z w U W . X ,� SX �+ r-, � }� y — — $EE PLaN FoIC �D" "L�DISTAMCE i ns ,� ` - T (PICAL SEC"rIOU MIL,Ee MIE. 11 - u I bL Q I w STREET WIDTH SEE F1,40 SEE PLAM - I. � vi ,,,<_� W T s- u' , � SK i ID" %! OISTAIJ66 Q Jx\ f u I is U ExlsT. �wY j{4: , ,j. ' DERBISH, - 1 -CtlCff,l70r,_l,lRpA 7 PLAN SEE PLAN SEE PL-'&n}l C I OF RAWCUO �' I g' A-6.SEEM r Q - „� 1 8"A4. SEAM 5 , 8.33/ SEE E sEcTlo�,t SAWCuT LIOE WNEki �Z 1. 1-__ GUERRA & — - �n --N VAZI S G70� IAT �I(tNT FOR IOI1JIEJCt A.C. Of CWC, D1 """' ASSOCIATES APPROVED BY R.C.E. N0. 24953 RE_COMMENOE D BY: w '1, ��\\ 0.�� 1.70% ` A. .-1 o �� �� \\\/i,\Y'/\,,\771\ 1 KATE OF DRIVEWAYS. � ,i4 DA -—_ - I CITY ENGINE, T -i/�- _ \ ( �- C,IVIL ENCINF,F,RS --- -- - ---- SUBS C N SHEET S.. . _ Ln S w ——— — TRACT 15711 1 E 14 �. ' r 8 8j �x(sr. nwY x-;�{ 1��� � i - C' 7�(P1GAI, SEGTIOI,I STA. Z�♦0� fo ZG�G7 5 >zADIuS (T-,(f') V"ta�x �.lo.�� ,�a; aaos /3 of (5 L�j _ _ rJ1.5 1 �J MILLEP, AvewUE PROJECT SHEET T I• = 8 VZIVFWi&Y SOW DETAIL DiZIVFWAY 10114 SECTIOWBY / DATE BY / DATE� 0 20 40 .'rsO s 140 3w - ` 1; I DESCRIPTION OF REVA ION DESIGN CITY STA. 24+00 to EAST AVE. DRAWING No. F 619 u.z.s. MIt'�EK AvEu(JE u.T.s, SCALE 1"=4O' DAN71 t (c +'E ti + _' F , 03 ENGtNEFR APPROVED /613PLAN & PROFILE c _ - _ - t V a• i I i i i i 1 i V i i I i i t I I i { ; .I I i 1 i 1 r ; ' 1 ! { I f ! # •f + I Nj f f 1 ; 1 i ! ! ! t I , � t i 1 1 i { i i 1 i i i 1 i i 1 i I I I I { ' I 1 'I 1 , 1 , 1 , 1 1 ; i 1 i t ! 1 i t 1 t - __ - - i . 1 i . + � + + f t `�+ t � t t � � --- � 1 Ij 1] 1{I jI i 1 i ' (( ! I i R. _.�. , , I , I • i i i + t ! r L i { 1 1 i ♦ 1 -1 I _ 1 _.. ' �. t _ 1� { _. 1 1 - I I _. 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I I i 1 1 1 1 i i i 1 I - L _� .__ -1 __ __ __ _ 1 � i-- - - - - -_ r ; , r 1 1 y y 1 1 -. y 1 - -I i -� � -� l a , 1 _+ • � y .- 1 - -i - � -- 1 � � _ l -1 1 ,- i -} - - - - _ I I i I 1 (J ti i i a r s i 1 I I i IL I 1 t � t � t 1 t { } � � t t � , � t � } t • r ' , i � I � , i 1 , I I i I I i I { I r { .. I PROFILE SCALES: i 1 i l i , ! # � i i i � t I i t i i + „ I � I r + 1 � � 1 I f HORIZ. : 1 =40 {{ J VERT. • 1 =4 ? 4 f f f t } ! i 1 17+00 18+00 19-4 00 20400 2 1 -4 00 22 -t 00 23 -, 00 24 ; 00 25; 00 26-1 00 27 ; 00 RELOCATION AREA O CURVE DATA FOR TYPE "L" MARKERS. SEE SWEET 0) OF 15 N0. R 0 L T !0 VIA V E N E T 0 y 4 126 35.00' 89'57'13" 54.95' 34.97• SEE SWEET 13 OF I5 A VA>z A5LE WIDTW LA1JDSCAPE �SEMMT 127 35.00' 90'02'47" 55.01' 35.03' N i DRIVE �, 3 ` TO TWE C 1TY 6r7 1_I�IJGLIO CUCAMo00A D M I LL Eta AVE. t;CO• 1 rRll.l. , `.1� MAILBOX '. � � IN I I * 1 2 3 4 5 � '� �' � ' v o I I ° W {�� I a �� Q � �gl f�'•I _ � 5 � a IB � � � � � I h ` r- Z 57 52 18 ►� D p 0 Ilk 8 18 ti \ 5 I8 17 Z °° S� I b I _ O D �✓ At/G.t/ �, - X n I EXIST, 4" SOLID WHITE LINE /C.V _ co co EXIST �•. BEP.M I4117, f` �qq�5 LO ` f I{ Z �h M 4 \ I gj _ J J �► EXIST. 4" SKIP YELLOW Q W QTY OF 3P11C►W C11GAMorJ(�l ��' I v - - - - e - -- - - a — g a I o �I L� 617Y of Fo�TA1JA �.OO DI OSI W• "c } � Ill.� 0� � W. (� N "1 •cam ✓ GITY OG FO�iTL11JA tiv� ^, � � . .. I J. 00 01 09 W. 11 25 14 �p alba �B s3 �� p q EAST 14 ti ¢O AVENUE s� s3 9 W �_ ® g a �► 25 1 ti }� �� Q EXIST. 4" SOLID YELLOW LINE - - _ _ _ . EXIST. 4" SOLID WHITE LINE O to l o - PBo a �o I N v -��r \ N �45 KL04 < m v / (Tl ,n W F F r .,� W W LEGEND: N n h h V �� � Q x -c_^ (THIS SHEET ONLY( I I I FOR OS MONUMENT NODE; SEE SHEET I OF 15 STRIPING CONSTRUCTION NOTES AND QUANTITIES I I h I I FOR MONUMENT DESCRIPTIONS. _— g53 047 AIJOSCA �¢� - INSTALL PAINTED 4" SOLID WHITE LANE LINE PER CITY OF W I � � 2 RANCHO CUCAMONGA STD. N0. 133 450 L.F. C 0 N S T R U C T 1 0 N N O T E S SEEG.PAOit/G gg1 INSTALL PAINTED 8" WHITE CHANNELIZING LINE PER CITY NOTE REGARDING STREET TREES: ,�CA.I/FO,P l�/J!L 7.f0OF RANCHO CUCAMONGA STD. NO. 133. 160 L.F. _ - — - REFER TO PROJECT L.M.D. DRAWING NO. 1 ONSTRUCT P.C.C. 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. N0. 104, A2-8. PAF/C� YAKIES 4.1 441 a�� 33• a8 --INSTALL PAINTED WHITE RIGHT TURN ARROW PER CALTRANS 1693-L FOR STREET TREES/LANDSCAPING PLAN A24-A TYPE IV IRI ARROW. I EA. ?:53 Foto.c� �• � FOR DOLCETTO PLACE, GARCIA DR., VIA VENETO 02 —CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103. wI°�S 1 1 f 1 �-y aj --INSTALL PAINTED 4" SOLID WHITE PAVEMENT TRANSITION DR., MILLER AVE. d EAST AVE. \ � tilpl I IZ 32 �2 tit PER CITY OF RANCHO CUCAMONGA STD. N0. 406. EA. 3 CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102. „ � �u ,I 18 1 14' INSTALL PAINTED 4" SKIP YELLOW CENTERLINE PER 5 G>_CONSTRUCT P.C.C. CROSS GUTTER PER RANCHO CUCAMONGA STD. DWG. 106-A. �i�T � W RANCHO CUCAMONGA STD. NO. 133. 650 L.F. CONSTRUCT 8 A.C. BERM PER RANCHO CUCAMONGA STD. DWG. 104, DI-8. v 3'1 1 Q QMAX. ZZ + � I .�;, - "a'�—INSTALL PAINTED 4" SOLID YELLOW CENTERLINE. � CITY OF 200 L.F. 68 CONSTRUCT f " A.C. PAVEMENT OVER i " AGGREGATE BASE AND COMPLY WITH �tVI, P/1N(�0 GUGAMOAJGA STD. DWU. A10. 133. GENERAL NOTES NOS. 9, 10, AND 18. (SEE SNEST 1 ) W C h 14 LA.uDsC•APE �ASEMEW I SEGTIO�I W 4� ti Z.0 ER fAST 1/E. St CONSTRUCT 4,00' HIGH RETAINING WALL PER RANCHO CUCAMONGA STD. OWll.604,TYPE 8 h�'�► S2 — LOTS Z 3 AIJD q N.T.S. sECT�ew�Es7� L, rn0PIr-IED PER DETAIL,SWT- IA of IS. tzc'rEiZ -To DE.T&I S 6 P>coFllE,SWT. IA- 16,For- AMITIOWA•_ IMP 111 lo+�, 1 A --INSTALL'?5WLUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINATED -�� SPECIAL NOTE TO CONTRACTORS' ` - BY CONTRACTOR, GENERAL CONTRACTOR SHALL BE RQEUIRED TO INSTALL ANY MISC. = j FACILITIES (I.E. CONDUITS, PULLBOXES, HANDHOLES, ETC.) AS REQUIRED BY S.C.E. PROPERTY OWNERS SHALL BE NOTIFIED AND O ADJUST MANHOLE TO GRADE. ConJfruCf5.67� I 68 ZS I APPROPRIATE PERMISSION OBTAINED FOR /i'/OB wo/k GL's. REMOVING AND OR RELOCATING EXISTING ``E ��,•1 LL, 14 REMOVE EXISTING A.C. PAVEMENT AND/OR BERM. IMPROVEMENTS LOCATED WITHIN PUBLIC R/W HAKPIRO."I �-- fo ief wo�� DERBIST; � L7 STA. ZO-FZ5 �0 STA, ZZ♦00 OR PRIVATE PROPERTY PRIOR TO CONSTRUCTION. --- edAATTZUCr WAGC C/� T AVE . EXISTING FACILITIES (INCLUDING, BUT NOT LIMITED GUERRA � - ----- - - s! Cirl f $'CCE/ge of EAST VG TYPICAL SECTIOM TO IRRIGATION LINES, SPRINKLERS AND RELATED APPROVED BY ' r r R.0-E. N0, 24953 RECOMMENDED BY: L 18 REMOVE EXISTING TREE/STUMP TO THE SATISFACTION OF THE SOILS ENGINEER. R&4s-rl°Ars ITEMS) WITHIN STREET R/W REMOVED OR DAMAGED ASSOCIATES /! �} Ea'iE OF Iv T S DURING CONSTRUCTION, SHALL BE REMOVED AND/OR CITY ENGINE � DAyf'T =Cfv 20 REMOVE AND RELOCATE EXISTING TRAFFIC SIGN. ryrlewe. RELOCATED ONTO PRIVATE PROPERTY TO THE --- SATISFACTION OF THE PROPERTY OWNER. CIVIL ENGINEERS - --- __ - --- 25 SAW-CUT EXISTING A.C. PAVEMENT i JOIN WITH NEW A.C. k4NCHO ('(•1 �� 4l-i0 / TRACT 15711-1 SUBSEtC1TIO SHEET 1 INSTALL R26 SIGN ON POST IUNLESS ON ST.LT.) PER CALTPANS SPECIFICATIONS PROJECT DENCHMARK: �7 OF 1> t t' (909) 98� 4306' -� _ . .,I�;�.:� (��: o,� � EAST AVENUE PROJECT S).,EE, uI INSTALL 4" DIA. PERFERATED SCHEDULE40P.V.C. PIPE IWITH PERFERATIONS ORIENTED DOWN) CI Er TO THE APPROVAL OF THE CITY OF RANCHO CUCAMONGA INSPECTOR. DESCRIPTION: CHISLED O " ON TOP OF CURB, FRONT 16' QF 47 _­= - -- OUTLET PIPE OF FIRE HYDRANT, EAST SIDE OF ETiWANDA AVE., J.25 0 20 40 BY / DATE BY / DATE a 57 rLUSHLAT4CUR FACE. OCTHE APPROVAL EOf 1HE CITY OftIkANCHO CUCAMONGA INSPECTOR. IVIILE� NORTH OF FOOTHILL BLVD., NEXT TO P.P. 12785B � 0 DESCRIPTION OF REVISION STA. 1 8+00.00 t0 CHURCH STREET DRAWING NO. # SCALE 1"=40' �EsICN crrY a 45 INSTALL W56 SIGN ON POST WJTYPE "N" MARKER PEP CALTRANS SPECIFICATIONS. DAIJIF E GCFRRA Ri' ) 4 I,:Yi'.Y .31 03 ELEVATION: 1224.855 ENGINEER APPROVED PLAN & PROFILE �► 3