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HomeMy WebLinkAbout2032 GENERAL NO TES ESTIMA TE OF 0UANTI TIES: I. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO /[� INSTALL P.C.C. SIDEWALK PER CITY STANDARD /03 /.98/ SF CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS Q INSTALL P.C.C. HANDICAPPED ACCESS RAMP PER CITY STANDARD 102 1 EACH CONSTRUCTION -- CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL Q INSTALL STREET TREES, PER STREET TREE SCHEDULE ON SHT I SEE BELOW BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. REMOVE EXISTING AND INSTALL COBBLE CURB AND GUTTER PER CITY STANDARD 105-8 128 LF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VAL VES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS W(THIN THE RIGHT-OF-WAV LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE l ARENA DRIVE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE Cl T Y OF RANCHO CUCAMONGA. A ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF W/TH THE S1 TE AND SHALL BE SOL EL Y RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESUL TING DIRECTL Y OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS 4. APERMIT SHALL BEOBTAINEDFROM THE CITYOFRANCHO CUCAMONGA ENGINEERING - - - - - - - OEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-W4Y. 5. ALL GRADES STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES ( B� SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS W/THIN 0.0/FOOT OF SUBGRADE ELEVATION AND AT NOT MORE TNAT 50 FOOT INTERVALS ADDITIONAL PAVING . — STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. G� f J SITE Z COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING W ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO THE CITY - - —__ __ __ OF RANCHO CUCAMONGA. A WRI T TEN REPORT W/TH THESE COMPACTION TESTS SHALL BE SUBM/TTED TO THE Cl TY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 3 ti 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADA TION OF ASPHAL T PA VING. 9. PR/DR TO INSTALLATION OF ANY PAVING, AMATER/ALS REPORT SHALL BE SUBM/TTED I TO THE Cl TY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANAL PSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WI TH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERM/NE STRUCTURAL SELECTIONS (PRIOR TO FINAL PLAN APPROVAL). ll. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A INDEX MAP ROCKY MA TERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH /"__/001 PROTRUDE ABOVE THE SUBGRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED W/TH A FINE GRADE MA TER/AL OF A QUAL I T Y BET TER THAN THE NA TI VE MA TERIAL. ° WILSQYY A VENUE 12. IF THE ASPHAL T CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANT PRI VA TE ENGINEERS NOTICE TO CON TRACTOR STREET TREE SCHEDULE S/TE REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORML YAPPLIED STREET BOTANICAL NAME _ COMMON NAME MIN. GROW SPACE SPACING SIZE QUANTITY AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UT1LI TY PIPES OR STRUCTURES —TO PAVING. SHOWN ON THIS PLAN ARE OBTAINED B Y A SEARCH OF AVAILABLE RECORDS. TO THE BLACK CREEK COURT LAGERSTROEM/A INDICA "TUSCARORA " CRAPE MYRTLE HYBRID - PINK 31 20' OC 24'Box 4 BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTIL I TIES EXCEPT AS SHOWN ON ETIWANDA AVENUE EUCAL YPTUS CAMALDULENSIS RED GUN 8' 30' OC 5 GAL 2 Q l3. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONL Y FOR THE CONVENIENCE THESE PLANS. THE CONTRACTOR IS REQUIRES TO TAKE DUE PRECAUTIONARY METHODS �2 TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON TRACT 16466 OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF � CONSTRUCTION QUANTITIES BEFORE SUBMITTING A B/D. ANY ITEM OF WORK REQUIRED BY THESE PLANS. THESE PLANS WHICH IS NOT SPECIFICALL Y LISTED IN THE ESTIMATE OF QUANTITIES AMBER LANE Q SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. ALL CONTR4CTORS AND SUBCONTR,4CTORS PERFORM/NG WORK SHOWN ON OR RELATED W SuNM/T AVENr TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO TNAT ALL EMPLOYEES ARE o I4. STREET SIGN PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401-A AND 401-B PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS o SHALL BE CONSTRUCTED AT EACH INTERSECTION. AND SUBCONTRACTORS SHALL COMPL Y WITH THE "OCCUPATIONAL SAFETY AND HEAL TH REGULA TIONS" OF THE U.S DEPARTMENT OF INDUSTRIAL RELA TIONS "CONSTRUCTION 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY SAFETY ORDER`: THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WA Y FOR THE FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DUTING CONSTRUCTION. CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY STATE HIGHWAY 30 UPON REOUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTL Y SUBM/TTED TO THE AND HEAL TH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUS TRIAL RELA TIONS CITY ENGINEER FOR APPROVAL. "CONSTRUCTION SAFETY ORDERS': CONSTRUCTION NOTES FOR STREET TREES: HIGHLAND AVENUE 16. WORK S1 TE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE \h ORDERL Y STATE THROUGHOUT CONSTRUCTION. SI TE SHALL BE CLEANED UPON REQUEST RESPONSIBIL I TY FOR JOB SI TE CONDI TIONS DURING THE COURSE OF CONSTRUCTION OF I. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WI TH CI TY STANDARD PLANS. OF THE INSPECTOR. THIS PROJECT, INCL LVING SAFETY OF ALL PERSONS AND PROPER TY,• TNAT THIS 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, REQUIREMENT SHALL APPL Y CDNTINUDUSL Y AND NOT BE L IMI TED TO NORMAL WORKING ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MA Y REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE I7. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING UTILITY COMPANIES HOU?S,AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER CITY INSPECTOR. AS REQUIRED, 2 WORKING DA YS PRIOR TO EXCA VA TION, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, /N CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. VoN/TY MAP l8 THE FINAL OR StRFACE LAYER OF ASPHAL T CONCRETE ROADWAY PAVEMENT NEGLIGENCE OF THE OWNER OR ENGINEER NOT TO SCALE SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONL Y. HAVE BEEN INSTALLED, ALL ONSITE IMPROVEMENTS ARE REMOVED AND REPLACED A T THE D/REC TION OF THE Cl T Y ENGINEER, PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: NOTE: PR/VA TEL Y MAINTAINED LANDSCAPING AND IRRIGATION ALONG ETIWANDA AVENUE DESCRIPTIAN OF Rtvisloly DATE CITY APPR. CUCAMONGA COMITY WATER DISTRICT AND BLACK CREEK COURT SHALL BE INSTALLED BY THE PROPERTY OWNER PRIOR EXISTING SURVEY MONUMENTA TION 9641 SAN BERN,4RDINO ROAD TO ISSUANCE OF OCCUPANCY BY THE CITY. PLANS FOR THESE AREAS SHALL BE QRpfESStp,, RANCHO CUCAMONGA, CA 9/730 PER ETIWANDA SPECIFIC PLAN REQUIREMENTS AND SHALL BE REVIEWED AND I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS ���\G�P ' ' CITY OF RANCHO CUCAMONGA (909) 987-259/ APPROVED BY THE PLANNING DIVISION WI TH THE EXCEPTION OF STREET TREES PROJECTT, ALL SAID MONLNENTS WHICH CURRENTL Y EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE M DESCRIBED AS FOLLOWS.' RCE 37893 A STREET IMPROVEMENT PLAN FOR.' SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT EXP. DATE: 31MAR05 t MR. BOB STALLINGS - FOR BASE 1. NONE LINE CONSTRUCTION (818) 969-7911 921F cI C CAL 5 938 ETIWANDA AVENUE � k METROPOLI TAN WA TER DISTRICT P.O. BOX 54133 LOS ANGELES, CA 90054 DATED.'_V APPROVED BY.' DATE.' _ (909) 593-7474 EXT. 646/ MICHAEL BENESN, L.S. 5649 CI T Y ENGINEERRCE No. —24 953_— * NOTE.• UNDERGROUND ALERT CONTACTS: BENCHMARK: � DESIGN: P/EPA,gEp' r RECOMME DE GENERAL TELEPHONE SET 2"BRASS DISK IN TOP OF CoNC. RAILING STAMPED "CITY OF RANCHO CUCAMANGA BM 10068 1987" 1,j MLB ML B E GINEE - SOUTHERN CALIFORNIA EDISON AT THE WESTERLY END OF HIGHLAND AVENUE BRIDGE OVER ETIWANDA CREEK, AT THE SW`LY CORNER OF Engine e ring DRAWN.' SHEET.' SOUTHERN CALIFORNIA GAS COMPANY BRIDGE. e Pro essional Civil Eng -�'Engineers and Land Surgors MLB / OF 2 CABLE COMPANIES. -f 600 South Andreasm Drive,Suite E,Escondido,CA 92029 CHECKEDMICHAEL L. BENESN, CE 37893 DRAW/NG No. ELEVATION = 1404.554 Phone 760 741-3577 FAX 760 897-2165 E-Mail:MLBencsh9pacbe1l.nct MLB REG. EXP. 3/31/05 3�_ I I I 1 I I 1 I 1 I I I 1 I I 1 I I I I I 1 I 1 1 I 1 1 I I 1 1 I I I I 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I 1 1 1 1 1 1 1 1 1 I 1 I I I 1 1 1 I 1 1 I I I I I I I I 1 I 1 1 I 1 I 1 I 1 I I I 1 I I I 1 I I I I I I I 1 1 i I I 1 1 I I I 1 I I I 1 I I I I I I I I I I I I I I I I 1 I 1 I I I i I I I I I I I I I I I I I I I I 1 1 I 1 1 1 1 I 1 I 1 1 I I I 1 1 I 1 1 I I I 1 I I I 1 1 I 1 1 I 1 I I I I I I I I 1 1 1 1 I I I I 1 I i I I I I 1 1 1 1 I 1 i 1 1 1 1 I I 1 1 I I I I I I I I I 1 I I I I I I I 1 I 1 I 1 I I I 1 I 1 I I i 1 I I 1 1 I I I I I , I 1 I I I I I I I I I I I I I I I 1 I I 1 I I 1 ___y___y___y___;___;___;___{___}___{___ ___}___{___y___y___{___}___{___{___{___ ___;___{___y___{___{___y___{___{___{___ ___♦___{___{___{___{___}___y___y___{___ ___y___;___#___{___y___;___y___{___{___ ___y___y___{___y___y___{___{___{___{___ ___y___y___{___y___y___;___y___y___y___ ___{___y___{___y___;___{___{___{___{___ ___♦___}___{___y___{___y___;___y___{___ ___;___y___{___y___{___{___y___{___y___ ___{___{___{___{___1___#_ _♦ 1_ 4 ♦ # ♦ 1 ♦ i # ♦ T T T T T I I I I I I I 1 1 1 I 1 I 1 I 1 I 1 1 I I I I 1 1 I I t I I 1 1 1 I I I I I I 1 1 I I I I I I 1 1 I I I I I I I 1 I I 1 I I 1 1 I I I I 1 1 1 1 I I I I I I 1 I I I 1 1 1 i 1 I 1 1 1 1 1 1 I I I I 1 I 1 1 1 I I 1 1 I I 1 I 1 I 1 I I I I I I I I I 1 1 1 I 1 1 I I I I 1 1 1 I I I 1 1 1 I I 1 I I I I 1 I I I I 1 I 1 I I I I I I 1 1 I I I I I I I 1 I I 1 I I 1 I 1 I I I 1 1 I I I I 1 I 1 1 1 I I I 1 1 I 1 1 I 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 I I 1 I I I i 1 I I 1 I I I I I I I I I I I 1 I 1 I I I I I 1 I 1 I 1 I 1 I 1 1 1 1 I 1 1 I I I 1 I I I I 1 1 I 1 I I I I I I 1 1 I 1 I I I I I i I I 1 I I 1 1 1 I I I 1 I 1 1 I I I I 1 I 1 I I I I I I 1 1 I I 1 1 I 1 1 I I I I 1 1 1 1 1 I I 1 1 I I __ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ _ _ _ _ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ 1 1 I I 1 ___}___y___y___1___;___;___}___}___;___ ___{___{___;___y___{___{___{___{___{___ ___}___{___{___{___{___{___y___{___{___ ___y___y___y___{___{___{___♦___y___♦___ ___♦___♦___{___{___y___{___{___y___1-__ ___y___{___{___4--_{___{___}___{___{___ ___y___{___{___{___;___y___{ _y___{ _ ♦ 4 ♦ ♦ ♦ ♦ ♦ # ♦ ♦ ♦ ♦ i ♦ ♦ ♦ ♦ ♦ _ _;_ _♦_ _y_ _♦_ ♦ i ♦ i ♦ i ♦ ♦ ♦ ♦ # ♦ i ♦ ♦ f ♦ 4 ♦ ♦ 4 ♦ ♦ 4 ♦ 4 4 T T T T t T l I I I 1 I I I I I 1 1 1 1 1 I I i I I I 1 I I 1 I 1 1 1 I 1 1 1 1 1 1 I I I I I I I 1 I I I 1 I 1 1 1 1 1 1 I I I I 1 I I 1 I I 1 1 1 I I 1 1 I 1 1 I I I I I I 1 I I I I 1 I 1 1 I I 1 i 1 1 I I 1 1 I 1 1 1 1 1 I I 1 I I I 1 1 I I 1 I I I I 1 I 1 I I 1 1 I I 1 1 I I 1 I 1 1 1 I I I 1 1 I 1 I 1 1 I I 1 1 I I I I I I I 1 I I I I I I 1 1 I 1 I I I I I 1 I I 1 I I 1 1 1 I I 1 1 I i 1 I I I I 1 1 1 I I I I 1 I I I I I I 1 I 1 I 1 I I I 1 1 1 1 1 I I 1 I I I 1 1 I I 1 I I 1 I I I I 1 1 I I I I 1 1 1 I 1 1 1 I I I 1 1 I 1 I I 1 1 I 1 I 1 1 1 I 1 1 I I I I I I I 1 I I I I I I I 1 1 1 I I I I I 1 I I 1 I I 1 1 1 I 1 1 1 1 1 i I I I I I 1 i I I I I I I I 1 I I 1 1 1 1 I 1 1 I I 1 1 1 I 1 I I 1 1 I I 1 1 I I 1 1 I ___y___y___;___;___{___;___{___{___{___ ___}___{___y___y___y___;___}___y___y___ ___y___y___y___y___y___♦___{___{___{___ ___♦___y___{___{___;___;___{___{___{___ ___♦___♦___4--_{___{___y___{___{___{___ __-y___♦___♦___y___y___♦___♦___♦___y___ ___{___y___y___y___{___y___{___y___y___ ___♦ -♦ ♦ - i ♦ ♦ ♦ ♦ i i i ♦ ♦ i ♦ ♦ ♦ ♦ ♦ ♦ i_ _{_ _y_ _♦ i # ♦ 4 ♦ i i _♦ 4 4 4 ♦ ♦ ♦ f # ♦ i 4 ♦ 4 ♦ ♦ i T t T T T T I I I I I I 1 I I 1 1 1 I 1 1 I I I I I I 1 1 I I I 1 1 I I I 1 I 1 1 1 I I I I I I 1 I I I I I I I 1 1 I 1 I I I 1 1 1 I I 1 I I I 1 I I I 1 1 I I 1 I I I I I 1 1 I I I I 1 I I 1 I I 1 1 1 1 I 1 1 I I 1 1 1 I 1 I I 1 I I I 1 I I I 1 1 I I I 1 1 1 I I I I 1 I 1 I 1 I I I 1 1 1 I 1 1 1 1 I I I I I I I I I I I I I 1 1 I I 1 1 1 1 I 1 1 I I I I I 1 I I I I I I I 1 I I I 1 1 i I 1 I I I 1 1 1 1 1 I I 1 t I I 1 I I I I I I I I I 1 I 1 I 1 1 I 1 1 1 1 1 I 1 1 I 1 I 1 I I 1 I I 1 I 1 I I I I I I I 1 I I 1 1 1 1 I t I I 1 1 I 1 i I 1 1 I I I I I I I I I I I I 1 I I I I _ _ I I 1 I 1 I 1 1 1 I 1 I 1 I 1 I I I 1 1 I 1 I 1 1 I 1 1 1 I I I I I I I 1 I I _ __ _�� -�_ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ _ _ _ _ I I I I I I 1 I I 1 ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ __ ___ ___ ___ ___ ___ ___ ___ ___ __ _ } ♦ i ♦ ! 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♦ ♦ ♦ ♦_ ♦___;___ ___y___{___{___{___{___{___y___{___y___ ___;___{___{___♦___{___;___{___y___{___ ___{___{___;___y___y___y___y___y___y___ ___{___{___♦___y___y___♦___y___;___{___ ___;___;___{___y___♦___y___y___y___y___ ___♦___y___{___y___/y___y___{___{___ ___♦___♦ ♦ 4 i 1 4- ♦- _ {_ _ _ _;_ _;_ _y_ _{_ _{_ _y_ _y_ _{_ _{_ _ _ _y_ _{_ _y_ _y_ _y_ _i- -{_ _{_ _y_ _ I 1 I I I I I I 1 I I I I I I I 1 I I I I 1 I , I I I I 1 I 1 1 1 I i 1 i i 1 1 1 I I I 1 t 1 1 1 1 I 1 I 1 1 1 1 I I I 1 I I i I I I 1-- I I I I I I I I I I -I -t I I 1 I I I I I I I I 1 I I 1 1 I I 1 1 1 1 1 I 1 I I 1 1 I I HOR.' l M 4 0; VERT' "_ 1 1 I I 1 I I , 1 I 1 I I 1 1 I 1 1 1 I I 1 I I 1 I I , 1 I I 1 1 1 1 1 1 I 1 1 1 1 1 I I I I I 1 1 I 1 I I I I I I I I 1 I I 1 1 I 1 to I 1 . 1 I 1 1 I I 1 I I 1 1 I 1 I I I 1 1 I I I 1 I 1 1 1 I 1 1 1 1 1 I 1 I 1 1 1 1 1 I I I I I I I I 1 1 1 I I 1 1 I I I I I I I I I I I 1 I I I I 1 I I I I I I 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I 1 I I I I I I I I 1 1 I I I I I 1 I I 1 I 1 I I I I I I 1 1 I 1 53 52 5/ 50 /63 4 ' 164 165 166 R/W R/W _ _ _ - 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PER TRACT NO. 164 66 Z 4' S.5' S.5'- 4' �• _V BIKE PATH xisT. PAVEMENT L OT 2 D = 90°24 57" ( I 3 AC PAVEMENT PER TR 16466 . DwG. 1993 SHEET 8 R = 35.00 9 ti • ' ' L = 55.73' � I I I �. 1 2% �� ��`p 53f73.3 - ' m a II Q p .5 - RAD. PT. C-D-S X a I `�'. .5' �- .5' - .-.-.----- �r � I � 4"PCC SIDEWALK PER TR 16466 4"PCC SIDEWALK 0 39"SD / ` l2" WATER MAIN lr, s I I 4"PCC SIDEWALK 12,�8" WATER MAIN EX. COBBLE CLg7B "' 15 I � �3� Q p - N _ I I � �0 Q EX. COBBLE CURB B A CK CREEK CO RT `�'� �-_- Q --C•L. INT. 8"SEWER MAIN TYPE "A2-8" Cm 6 GUTTER PER TR 16466 (TYP.) 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HANDICAPPED ACCESS RAMP PER CITY STANDARD 102 ��V V � F � CITY OF RANCHO CUCAMONGA 8 4 I I fl INSTALL STREET TREES, PER STREET TREE SCHEDULE AND STREET NOTES ON SHT I �� %P- . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CURBSIDE OUTLET PER TR 16466 El INSTALL COBBLE CW9 8 GUTTER PER CITY STANDARD lo5-S. STREET IMPROVEMENT PLAN FOR' - - - - - - - - - - -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _i� EXISTING TREES I I 1 DWG. 1993 SHEET 6 RCE 57893 p EXP. DATE: 31MAR05 gla►ck CYeek CouYt _ _ _ _ _ _ N, _ _ 163f84.05 PL I I �� �1�� 0 FRoM ETIWANDA AVExc To I50'f W'LY ND IDEWALK 0/N EX. URB UTTER °� A� L"t�wa►Ytdca► Avenue FRom BLACK CfEEK COURT TO 150'f S'L Y ,�I I 5 938 ETI wANDA AVE. I ApwovED BY: DATE.' a __� CITY ENGINEER.' >l_,c�l ����� RCE No. 24 953 DESIGN.' PREPARED BY.' RECA"1M A' MLB MLB ENGINEERING - - ----- O II Engineering DRAWN' SIEET.' SCALE: /"-4 0 1 Professional Civil Engineers and Land Surveyors MLB 2 OF 2 600 South Andreasen Drive,Suite E•Escondido,CA 92029 Cl ECKED. MICHAEL L. BENESH, RCE 37893 DRAWING'NO. Phone 760 741-3577 FAX 760 897-2165 E-Mail:MLBcncshQpacbcll.nct MLB REG. EXP. 3/31/05 � 3� PROJECT SHEFT N0. OF __ -:' *L . __