Loading...
HomeMy WebLinkAbout2045 MEMO AlL AdommlhL o EE sm iiliiiwiimb� lA0w4hh., m m PLAN AL TR F IMP19UVEMEN F BERYL STREET GENERAL NOTES: LEGEND UTILITY NOTE 1. ALL WORK SHALL BE DONE ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD ( BETWEEN MIGNONETTE ST. CEI LTO ST. ) - - --- - - CENTERLINE THE CONTRACTOR SHALL CONFIRM LOCATIONS AND DEPTHS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. - ---' -' PSH ROPERTY LINE & RIGHT-OF-WAY LINE ALL UNDERGROUND UTILITIES WHETHER SHOWN OR NOT CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. - SHOWN ON PLANS, PRIOR TO ANY EXCAVATION, THE SA \ EXISTING CURB AND/OR GUTTER CONTRACTOR SHALL NOTIFY THE CITY IMMEDIATLEY OF ANY 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLE, WATER METERS, VALVES, FIRE HYDRANTS, ETC. -7!f-//I - EXISTING EDGE OF PAVEMENT CONFLICTS. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS -x - -x CHAINLINK FENCE PRIVATE ENGINEERS NOTICE TO CONTRACTORS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF DR * CTO PROPOSED A.C. PAVING RANCHO CUCAMONGA. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND a PROPOSED CONCRETE SIDEWALK COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT VICINITY MAP PROPOSED A.C. TO BE REMOVED AND REPLACE OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SUCH FACILITIES ARE SHOWN ON THESE PLANS. Opp POWER POLE SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY STATE ROUTE 210 c GUY ANCHOR NORMAL WORKING HOURS. THE CONTRACTOR SHALL ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. zio R/W R/W OSMH SEWER MANHOLE DEFEND, INDEMNIFY AND HOLD THE CITY, OWNER AND (_ 30 30 f DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, 19TH STREET -I STREET LIGHT LIABILITY, REAL ALLEGED, IN CONNECTION WITH THE Wv EDGE OF PAVEMENT POINTS WITHIN 0.10 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL so 12' 18' I 18' 12' x WATER VALVE PERFORMANCE OFF WORK ON THIS PROJECT, EXCEPTING FOR PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREA. -02 �~ WM WATER METER LIABILITY RISING FROM THE SOLE NEGLIFGENCE OF THE CITY, HAMILTON ST 0.�' 4' 7.5' 1.50' 1.50' 7.5' 4' 0.5' OWNER OR THE DESIGN PROFESSIONAL. 6. ALL SEWER W R OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR ¢ CITY -' t-. �*- AC ASPHALT CONCRETE WATER, ELECTRIC, GAS, PHONE 0 0 I LAE 1' CB CATCH BASIN THE EXISTENCE AND LOCATION OF ANY UNDERGROUND TO PAVING. z OF MIGNONETTE ST 1 UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS IS a I I I I I PCC PORTLAND CONCRETE CEMENT HAVING BEEN OBTAINED BY A 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES RANCHO 1RA`IELER ?•� '' FOR INFORMATION ONLY, , � 1 TC TOP OF CURB SEARCH OF AVILABLE RECORDS. WHILE DUE CARE WAS SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHOCUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL CUCAMONGA 2.r70R� I ,, 00% 2�R' I 0% I FL FLOW LINE TAKEN IN THE PREPARATION OF THIS MATERIAL, THE DESIGN BE SUBMITTED TO THE CITY ENGINEER fz' OR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. < ?• CO SEWER CLEAN-OUT PROFESSIONAL CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR COMPLETENESS OF SAID INFORMATION. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR PROJECT SITE w ` , PROPOSED CURB I PROPOSED CURB , Mq MB MAIL BOX DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. N.T.S. CIELITO ST ti & GUTTER & GUTTER BCR BEGIN CURB RETURN ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING PROPOSED SIDEWALK I PROPOSED SIDEWAL I ECR END CURB RETURN WORK SHOWN ON OR RELATED TO THESE PLANS SHALL 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS W DRIVEWAY CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE D OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. / PRVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. TYPICAL SECTION - SAN SIMEON DR. & SAUSALITO ST. PB PULL BOX PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS _ _ FIRE HYDRANT SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND 11. WHEN IMPROVEMENTS ARE TO PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE BASELINE RD i HORZ. SCALE: 1 "=10' PROPOSED WATER METER HEALTH REGULATIONS:; OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED RELATIONS' "CONSTRUCTION SAFETY ORDERS". WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACE ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY( WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' AND C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO CONSTRUCTION NOTES 41 .d COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH PAVING QUANTITIES r I I w(0 REGUALTIONS" OF THE U.S. DEPARTMENT OF LABOR, AND 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR THE STATE OF CALIFORNIA DEPRTMENT OF INDUSTRIAL 1U CONSTRUCT 8" CURB & GUTTER PER CITY STD. NO. 104 N 6 ,� SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY 440 L.F. � � I o RELATIONS CONSTRUCITON SAFETY ORFERS . THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER O CONSTRUCT MIN. 4 THK. A.C. PAVEMENT OVER MIN. 4 AGGREGATE BASE (SEE f2 I p o- ITEMS OF WORK. 295 TONS p ' GENERAL NOTES 9 AND 10) , 3 o E'LY 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. I o o R/W 3� CONSTRUCT SIDEWALK PER CITY STD. 103 5,302 S.F. �'I Z~ 33 ,�� 33' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO Q CONSTRUCT DRIVEWAY PER CITY STD. 101 TYPE R-1, WIDTH SHOWN ON PLANS 11 22' 22' 11' ' THE CITY ENGINEER FOR APPROVAL. 1 ,989 S.F. 5 SAWCUT EXISTING A.C. PAVEMENT TO HAVE SMOOTH JOINT 5'� 4' 6.5' 16' - 6.5' 4' 0.5' 16. WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 0 410 L.F. WALL o `I CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. © REMOVE EXISTING A.C. DIKE 410 L.F. 17. THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE CONSIDERED A PART OF THE CONTRACT DRAWING AND PAD a I REMOVE A.C. BERM SHALL BE ON THE JOB SITE AT THE TIME OF CONSTRUCTION. 7 CONSTRUCT CROSS-GUTTER PER CITY STD. 106-A ELEV. VARIES := F- REMOVE & REPLACE 0 1 EA. 0 2.00REXISTING A.C. PAVEMENT , �. 1.27R TO 2.15R' 18. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE STANDARDS OF THE STATE ® REMOVE EXISTING TREE 3 �, OF CALIFORNIA BUSINESS TRANSPORTATION AND HOUSING DEPARTMENT (S.A.F.E.) "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION n PROPOSED 8" CURB S _' JOIN EXISTING _ AND MAINTENANCE WORK", LATEST EDITION, AND THE SPECIAL PROVISIONS. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED 0 CONSTRUCT ACCESS RAMP PER CITY STD. 102 & GUTTER I PAVEMENT WITHOUT APPROVAL OF THE ENGINEER. 2 EA. 0 5' PROPOSED SIDEWALK I EXISTING CURB & GUTTER 19. PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 10 ADJUST TOP OF EXISTING MANHOLE TO GRADE 1 LOCATING ALL LINES AFFECTING THE PROJECT WORK AND FOR ANY DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTINGTYPICAL SECTION - BERYL STREET CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK. 11 CONSTRUCT 6 CURB & GUTTER PER CITY STD. 104 704 L.F. - --- -- - HORZ. SCALE: 1"=10' 20. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF THE STREET, EXCEPT WHERE NOTED OTHERWISE. 1� REMOVE EXISTING MAIL BOX 2 EA. 21. WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL MANHOLES AND VALVE BOX FRAMES AND COVERS SHALL BE 13 REMOVE WATER METER 1 EA. STREET TREE LEGEND AFTER SAID TIME THE CITY B RAD THIS IS TO BE DONE PRIOR TO PLACING SEAL COAT. , ADJUSTED BY THE CONTRACTOR TO FIN SH GRADE. WILL ADJUST THE ABOVE ITEM AT THE CONTRACTOR'S EXPENSE. 14 REMOVE AND RECONSTRUCT EXISTING STORM DRAIN MANHOLE 10't EASTERLY TO 1 EA. 22. MANHOLE COVERS SHALL BE LEFT AT LEAST 6 INCHES BELOW SUBGRADE AND BROUGHT TO FINAL GRADE UPON COMPLETION OF AVOID GUTTER (SEE REVISIONS TO DWG. NO. 863-D) MIN. GROW STREET PAVING. FINAL FRAME SEATING SHALL BE 1/8 INCH BELOW ASPHALT SURFACE. 15 REMOVE EXISTING A.C. PAVEMENT AND RECONSTRUCT MIN. 4" THK. A.C. PAVEMENT 6,630 S.F. STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY. 23. REFERENCE IS HEREBY MADE TO A GEOTECHNICAL INVESTIGATION REPORT AND SUBSEQUENT ADDENDUM PREPARED BY OVER 4" COMPACTED BASE BERYL ON FILE IN THE CITY OF THE CITY ENGINEER. 16 INSTALL 5800 LUMEN HPSV STREET LIGHT ASSEMBLY, AMERON 1-C1-28-F8 7 EA. GEIJERA PARVIFLORA AUSTRALIAN WILLOW 5' 20' O.C. 15 GAL. 6 24. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRACTOR), OR A COMBINATION OF SPECIALTY POLE WITH R26(S) OR EQUAL PER CITY STD. BY SCE, PAID AND COORDINATED CLASS "C" LICENSES SUFFICIENT TO COVER ALL THE WORK TO BE PERFORMED BY THE PRIME CONTRACTOR IN ACCORDANCE WITH THE BY DEVELOPER PROVISION OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000, ET SEQ.) AND RULES SAN SIMEON DR. AND REGULATIONS ADOPTED PURSUANT THERE TO AT THE TIME THIS CONTRACT IS AWARDED. Q CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 3 EA. KOELREUTERIA PANICULATA GOLDENRAIN TREE 5' 35' O.C. 15 GAL. 2 25. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE 1-(800) 227-2600. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: CONSTRUCT TRANSITION CURB FROM 8" TO 6" 85 L.F. SAUSALITO CT. VERIZONSAN BERNARDINO COUNTY FLOOD CONTROL SO. CALIF. GAS CO. 19 INSTALL STREET TREE PER THE LEGEND AND NOTES ON SHEET 1 SEE LEGEND TRISTANIOPSIS LAViRINA NCN 3' 20' O.C. 15 GAL. 6 1400 E. PHILLIPS BLVD. OPERATIONS DIVISION-PERMIT SECTION 121 E. 1ST STREET POMONA, CA 91766 825 EAST THIRD STREET BEAUMONT, CA 92223-2903 �0 INSTALL STREET NAME SIGN PER CITY STD. 401-A 1 EA. (909) 469-6327 SAN BERNARDINO, CA 92415-0835 (909) 845-0709 E (909) 387-7995 CONSTRUCT CATCH BASIN PER CITY STD. 300 (W=3.5', V=4') 3 EA, 0- RANCHO CUCAMONGA FIRE PROTECTION AGENCY CHARTER COMMUNICATIONS 10500 CIVIC CENTER DRIVE SO. CAL. EDISON CO. 7337 CENTRAL RANCHO CUCAMONGA, CA 91730 1351 E. FRANCIS STREET RIVERSIDE, CA 92504 @ CONSTRUCT 18" RCP, 2000 D LOAD 52 L.F. STREET TREE NOTES ONTARIO, CA 91761 (909) 343-5161 aff (909)930-8540 @ REMOVE EXISTING CATCH BASIN 1 (909)477-2770 EA. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE Dle� riaN OF I�_v�IaN DATE , CUCAMONGA VALLEY WATER DISTRICT WITH CITY STANDARD PIANS. © c 10440 ASHFORD STREET ® CONSTRUCT MANHOLE NO. 2 PER CITY STD. 319, SECTION C-C, AND 1 EA. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN CITY OF RANCHO CUCAMONGA RANCHO CUCAMONGA, CA 91730 PROVIDE PRESSURE LOCKING MANHOLE COVER AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY (909) 987-2591 INSPECTOR. ANY UN.USAUAL TOXICITIES OR NUTRIENT 111) � CONNECT PROP. 36"0 RCP TO EXIST. STORM DRAIN PER CITY STD. 331 1 EA. DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS STREET IMPROVEMENT PLAN DETERMINED BY THE CITY INSPECTOR. IREMOVE EXISTING DEPRESSION 1 EA. TRACT 16644 r j 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ® ACCEPTAMNCE BY THE ENGINEERING DIVISION. BERYL STREET REMOVE/RECONSTRUCT DOWNSTREAM PIPES TO CURVED ALIGNMENT, 38 L.F. CONSTRUCT 36"0 RCP, 2000D LOAD. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC (BETWEEN MIGNONETTE ST. & CEILTO ST.) 1-800-422-4133 IMPROVEMENT PLANS ONLY. SAN SIMEON D R. ora SAU SALITO T ENCASE STORM DRAIN PIPE IN CONCRETE WHERE COVER IS LESS THAN 2'. 23 L.F.t �. � �py ! �.�BY: DA'IB BENCHMARKR'S THE LAW I CALL AT LEAST TWO (SEE DETAIL "A-A") 14 Got, C" Y12 uj&,� RCE NO.DIAL BEFORE WORKING DAYS PRIOR YOU DIGI TO EXCAVATING ` CITY OF RANCHO CUCAMONGA BENCH MARK No. 34 CONCRETE NAIL O � �� ��� � � DIM" SANDERSON & GUTIERREZ IN CHIZ "p", EASTH CURB RETURN, NORTHEAST CORNER OF CIELITO 501, STREET AND BERYL STREET. In A �, ;cs�yl�a G CIVIL ENGINEERS R LAND SURVEYORS 10500-A 6th STREET o UNDERGROUND aw"�SE ALERT � ELEVATION: 1464.854 � � RANCHO CUCAMONGA, CA 91730 eF�gT BEFONE E=VARN%THE cDNrWZ=MALL VEMFY THE s�', C 1 r 1` �,��` CT I . ONSOM 909 980-121 1 OF 5 LDCAT UDE IMIDENGRSOW E ALE4 BY CONtACNNa y (,'}- lm� MAWWQ M1 c� Uf1UlY UNDENCADUND SENVI�ALENT AT 1-E00-4's3-i13S T� , ^a� ., ._. _..'. LG 2045 DA-M�q j tW l 5 FIE INa 2 04--016 i ............ -----­- ............ ...... ............I'll., -------------------------- ------- ......... ........ ----------- - ............. T_ ------------- ..........+ 7.,= ------------ ------------------- ----------- .......... -- --------- ............. .... .... ................ . .... ....................... X_� ---------------------------- 7 -------------------- ........ .... ------- ---- t I ............. .............. ............. . . ............ . ................. ............................. ............ .......... -------------- . .......... ...... ----------- ...... ................ ................... ............................................................................. ....... ............................ .................... .......... ------- ................ ------ .......... ------ ................... ---------------------, ---------------------- ------------------............... ---------- z ------- ---------- -------- ......... --------------- -------- ------- .......... ---------- ................. ................. ............. 1--Z-1------11--�-- .......... ............ ...................... ------------- ------ ---___--------------------------- - ... ........ "I'll -1.11, �---'--1"' - ­­­", -,=­­­'-,v_-,�.:".. ,­� - - ­-.1111111 1 "­­_". "'""'"', ," .............................. ........... .... ............ ....................... _0 ---------- ---------------4- ............ ------ -,", t____-__ - .................... ..... .............. ................... ........... ---------- --- ------ ----------- ...................... ....... '7.. ..................... ...... ........ .............. ........... _7 ... ------ .................. -----­---------- .................. --------- ................... ------ ------- ---------- ---------------------t ............................................................ .......... ......... ------------ ---------------- ------ ............. ............ ..........­­ ................ ------------ f d ..................... -------- ........................................................... ----------- ------ ------- .............. .... ......... ---------- ---------- ................... .................................. ---------- ....... ---------------- . ..... _�Izl---------1 1-11-----------I ............ ------------------- ................. ........... ............. ............ ..............I . ... . .................................... ........... ----------_ ...........................­., .. .. ............. ..... .................................. ...... ........................ ------ ------ ------------ ------ ------ ------- t'-'-- ................... ------------ ------- ... ....- ..........--- ............. ........... .... ........................................ ..................... ......... ........ -1111 ....... ............................ .......... ...... ......... ....... - ----------------------- I-----------IZ-1. ........................................ ........... ......I........ .............------- ...... t_1 4-- ............................................................... ............... ..........­­ ...... ......................... ---------------------- --------- ............. ----------- .......... -------- --------- I--------------- -n- ......................................................... ---------- .. ...... ....... -_-1_11.1- ­__ __::�........ ...... --------- .. .... ---------- ................... ....................... ------ ­.11=. .1-- 11 1- --.I I-- I _­-_­­. ___­__------------ .......... ... -------------------- .................... .................. ...... ...........I-- ------------- ------- ........ ............... ...... .......... ........... ............ ............ -----------1111- ---------- + ------ ........ ......................... .......... ............... ................... ........... ........... ................. .......... ........... .........I t I ------- .......... ... .......-- - +_-, f","'11'_"1,_1'"�", ------ ................. ..................1- 1-"I'll,I­­­�­.,=� �11 1-1-1.-.1.11--I 1 1,,1,,1,-1 1 r,I ",-r _­­', ,,r ­......... ....... .......... ----------- ............. ------...... --- --------- .............. ..................... ----------* ------- .......... .................. 74 ......................... ......... 7. r 3- � Zl�l 0�1­ ------ .......... q- T-J"" ............... .... ............... .......... .... ........I ------ ------ 7� r) ------ ......... .................... ------------------11.................... ............ ....... -11�------- I... , ­­­­'-­-'' -4 LLI_11� -1-11-11 ------------ ----------- ------ .... ...... ............. --------- ------ ........ ------ .......... ..................... ......... ........... ---------- ------ -------------- ..........,.._­­_­ .1 1-1­­-- -­­­1 1'­_:�­-'r--- :-1-�,, ­_.-..,_-._r­­,.r 'M��­',.1.-111.-­­­ I�---11-1 1-11-11-1_11-I­.--__--- ____]-_�:-r r-.I r_­.I—--r-1,­­­-1_­___ --'I- I I-- 1__.__1 11 -­­­­­­ ­­--­I r......._.. ......... ................................... ............. J ............. ------------- ........... ..........­ -----------4 ------- ------ ..........­ ........ ... .......... A .................... ............ 7 .......... ............. ------- 7 T- I- -tit 1- IN .............1_____­_1�1 ............... o.-'r r .......... _-A Z. ....... ........... 4 .......... ................... ...... ...... ................... ... . ....... ........ . ------- ................... 7, ............. ..............----------- ---------- ................. .............. ............ ............ ­­---------- ........... ----------- .1--------4_1 ................ . .......... t---------- ............ ........... ............. ............. ........ ....... .................. ... ------ 4------------- --!7 ------- ................... ........ .................... ......................... ------- ------ ....................... ........... ...... ------- ................ .......... ............. ..................... ­­­--------- ____t.......... 4 ­------------------------------ ---­-­---------------- ........................... ----- ip-_ uoi ----- ------ --------- ---- �to_."L r(K I­�­I---r--11--l.- -------------- 10-1 __ ,--r"--,,­­­­...... 7) % ..... .......... '[7, C Of) D', . ................ ­.......... ­...................... ........... ... . ........ -------------- ....... .................- ................................... --------- ....... ---- -- ------ ------------- .......... ....... ------ t "Am ----------- -----­ ........................ ........... __',-------------------- ------- ------ ---------- -------- ............ --------J, .. ........t---------- -­ 7 ............t ............. .......................... 0 ------- --- ........ ....... ......................... ------_tp_ ................... ......... ---------- --------------- --------- =7:7 cj= 77= ----------- Z-6 ----- ------ --------- ...... ----------- J- --- --- ................t --------- ...... .....­­­­', ........................... 4-11 f .......... ............. ........... ......----------------- ----------­ ------- ...... ------- ............ ------------------------------------___ ... ........4: .................... ................. ------------ 4-- --------- ------ ------------ ---- ----------- Pr v ��A 0 F�A 0 Pr:� -------- ........... .. ........... --------- ... ........... -------------------........... ............ j�j...... .......... .............................. ................................... - --------- ------------- ------------------------ .......... ................. ................. . ............................ ............. .......... .......... .......... .......... ......4 ............ ZN1, ------------ ­­­- ................. ........... ........... ........................................................................ LF" ................ T_ Tr_ 5 -WE ........... "z, -Xi- .......-------- ------------ ............ ----------- ................... .......... ......... .............. ............ .......... ---------- ........ ------ ------- ---------- ................. ................ ............ .......................... ....... ------- ............ ........... --yr ........... .......... ------------ ................... ................ ------------ ........... --------------­.. ......... ......... ......T 7 --­­-­------------ .......... .......... ............. ............- V T-7 _1------------- _c ------------- .7 ------- ........... .............................. ................. .......... ------------ . ............ .......... .............. ........ ............ ............. ........... ............ ........... ............. ------------------- ... ....................................... ..... .........I--------- ...................... .......... .......... .................. ......... ............. .................. ............................. ..................... ............... ... ........ ------ ------- .......... tv 4- ­­_ -- __­--- ..................... ......................... .......... ..............................tk-. --------------------------------- ...... .......................... ----------------- ........... ....... ------------ Ao� 7 V-1---------- ------ ------- ----- ------------ .......... ........... ----------- .................. ------------ ............ .......... ...... .... ....... ................. .......... ------------- ......... ... .......... ------- --------------- T'14 _NUN;F= -'r--t H- -E,-f .......... ...... ..................... ------------ ---------- ................ =f t 21 170 t ..........-11­111�_+_­­­-11-11-11-1."",____ __;�k - __ ,-..... ....... I t ................... .......... ...... -------- ........... ................................... .......... ----------- ........ .......... ---------- .............................. ............................... .............. ........... ....... ........... ......... ....... ............ .......................................................... . .... . ............ _T, ............... r..........---------------- -- ........... q--_--_-------- ............... .................. ...................... ....................................... j ----------I ------------- ---------- ................................... --------------------------- J,7", ­­.I,­­ -- ........... .......... . ..... ....................... .............. ------j-------- ;�/------ .. -----------r I ------------ ------- .................. ............ ............. ............... .................. ............. ............- ............................. ------ ..... .......... .......... --------------- ........................ .......... ................... .......-- ---------------------------------------------------- .............. .......... .............. ........... .......... --------------- .......................... ................ ------ ---------- ------ ............... ------ ........... ----------­ ......... ----------- ------- -(x, ..................... Z_ .......... ..........t__ ...........................................------------ ..... ................................................. ............................. ............................. ---- ----------- .........1--"_ ............................. .......... ...................................................................... ------- ---------- ...... ------- ------ ----------- I................... -14 8.0 --------- ........................ ............... ........... .............. ........ ----------- ---------- ........... -------- ------ ------ + ........... ............ ---------- ..........1, -11,1�.1 1 11-I-I I--.1-1 1..111,-1-11 1111111- .111111-1 11 111111111"t-r- --.1-1111 1 11- - -,""1-1-­­­ .,r,­­,I ",r -"'"I" .......... ...................... 7 ........... .........................11 .......... ............. ....... 7=7 .......................... 1-11,11,11�11111111.1'7,"-71"............ .......... ------------............... ............ ............... .......... . ..... ....... . ......... .......... ............. ............ ---------- ---------- ............................... ............ ............... ---------- ------ -------- --------- ------------ ---------- -1, _4 ---- ---- ---------------- ------­-- ........... ........... --------------------------- ---------- ------------------ ...... ........................................ ... ---------- ------- ------------ -------- ---------- ..........­ ........................ ............ ................ ----------- --------- ------- .......... ------ .......... ------ .................... .... .... ...................... ------ ------- --------------- ------- ............­........................... .....................-.......... .......... ....... .................. ---F-E ................ .............. ......... ............ ----------- ..... ............ .........­""" ...... --------------- 11.11�,l......... ........................ ........... HORIZONTAL: 1"=200 ------ ------------ ...... ------- . ..... .................... ............. ------------I ---------- VERTICAL: 1 4 ............. +---------------------------------------.... ----------------- ............ ..............- 7, T 24+ 00 25 + 00 26 + 00 27 + 00 28 + 00 29 + 00 a=j N��SCAMORE F THE DEODAR CEDAR (SURVEY TAG 1 AND CALIFORNIA 0) TREE (SURVEY TAG #11 SHALL B E PRESERVED I N PLACE, Lo POSSIBLE, BY USING CURB ADJACENT SIDEWALK AND MEANDERING 1 2 uj 36 29 TC to LOT -7 0 PERIMETER WALL AROUND TREE DRIP LINE. I F THE CIYT ENGIN R _j AND CITY PLANNER DETERMINE THAT PERSERVATION IN PLACE EqOT 85.97 1 TC I S,4. 0 j� 85.47 ILFL F L + IIS + U� C ......... POSSIBLE, THE TREES SHALL BE REMOVED AND REPLACED. 0) ............ 0) C14 Lo ECR 04 O_ Uri EXIST. ST. LIGHT/ z LOT 1 co�(y LEI LOT 16 LOT 1 14 LOT 13 'A �,': � , - , 0 1-1 �o I < ai 00 CO P V) LOT $$Apo Z N -134'30" `\I, ...70 .. f �4 1 -4 vvm -4 ............. w 8 D/W D 1.8Vo- 5.2p 1 40 A D/W .... ........ ......... .... L oe ........... .............. TBIM- .......................... 5 95.84 Ilry "o, N 00'31 30" W 130.10' '\-'O\'SMH N 00*31'30" W 222.44' 24 26 r 1. /;"�2 9 3 25 ooSMH 27 28 0 lel- 11, - - wv;�* "\"'FD. C-NAIL c') EPLACE...I.MRACTED. .............. ............. .1-1-........... ......... . ........... EXIST. FIRE HYD. 2 WY. ..............................- 1Y. .............................. ..... ..... .. ............. IKE MON'U M ENT!� .......... ...............­.. ........... ............... ...... DiKE...... ------ 'A'.0 DI IKE- A.C. ................. ........... ............... EX I ST. ST, 1,1.0 ......... ... ..................... .......... LLK ................ ........................ .......... HT wv ............... W, I E3 PP_ ---------- WM0 -- - - - - - - A.G. \s� x 0MB\ - - - - - - - - - -7- A.C. MBO P Fr- VENT PCC r7o m T = = = � I � = � � a L---- pp Ep oPB 1wq x 13 0 ED - ........N� PB 8 PB N*T D/W I/ 41 D/W VE CAB. CAB. '3 PB I D/W V pa TELE. CAj3LE CABLE CAR- 7,7 -x- - -X-0 ---------- ............. ................................... prr........... ............................. ...................................... ................................ ..................... ..................... =X _a. 7x�o L NORTH < ry C U RVE DATA SCALE: 1 " 20' A = 89-42-26" A = 9 0'17'34" R = 27' R = 27' L = 42.27' L = 42.55' E T = 26.86' 'r = 27.14' CONSTRUCTION NOTES 0- (D CONSTRUCT 8" CUR13 & GUTTER PER CITY STD. NO. 104 REMOVE WATER METER c" CONSTRUCT MIN. 4' THK. A.C. PAVEMENT OVER MIN. 4" AGGREGATE BASE (SEE E 10'± EASTERLY TO DESCFAYIION 01= REVI" DATE APPROVED AVOID GUTTER (SEE REVISIONS TO DWG. NO. 863-D) e%A A CONSTRUCT SIDEWALK PER CITY STD. 103 A.C. PAVEMENT AND RECONSTRUCT MIN. 4" THK. A.C. PAVEMENT CITY OF RANCHO CU%..omMON'%rz&% OVER 4" COMPACTED BASE In WAY PER CITY STD. 101 TYPE R-1, WIDTH SHOWN ON PLANS INSTALL 5800 LUMEN HPSV STREET LIGHT ASSEMBLY, AMERON 1-Cl-28-F8 A.C. PAVEMENT TO HAVE SMOOTH JOINT REET IMPROVEMENT PLAN POLE WITH R26(S) OR EQUAL PER CITY STD. BY SCE, PAID AND COORDINATED ST A.C. DIKE 1-800-422-4133 CONSTRUCT CROSS-GUTTER PER CITY STD. 106-A DEPRESSION PER CITY STD. 307 (FROM STA. 24+62.81 TO 29+04.51) 0 CONSTRUCT TRANSITION CURB FROM 8" TO 6" APPROVED IITY i s DATE- 0 ITS THE LAW I CALL AT LEAST TWO ol.,;) 0 - DIAL BEFORE WORKING DAYS PRIOR INSTALL STREET TREE PER THE LEGEND AND C"ENGt4EER YOU Dial TO EXCAVATING �f�ema�� I RAMP PER CITY STD. 102 01-1 DMM Lu A INSTALL STREET NAME SIGN PER CITY STD. 401 -A -d A ADJUST TOP OF EXI R& LG CIVIL ENGINEERS & LMD SURVEYORS 6th STREET Q0 RT RANCHO CUCAMONGA, CA 91730 6HEff n- or soumm cArs" o BUM WAVATINk 1HE ODWRACM 94ALL VEISFY THE CONSTRUCT 6" CURB & GUTTER PER CITY STD. 104 909 980-1 zti UxAum OF UNDOWROUND WMIES 13Y 00WAMNO A CT 2 -or MITY UNKMMUND SOMM ALM AT I-MM-4n-4133 REMOVE EXISTING MAIL BOX OF CHECaD MAWMIn IS T.,GUTIERREr R.C.E. NO. 2M1 LG DAIII,_C? FLg NOL 04-016 2045 ---------- ......... ..... ..... ------- z 4�5 ......... Z 13.5 c C ---------- ........... ............................ ......... ................................................ ........................ ........... ....... ............. ........... .......................... ........ ........................... ......................... ......................... ........................ ................. ............... ............ .......... .............. ................... ...........1 777:7 ....... ............... -27 .......... ....... c............. ....................... ------ ............................. ----------------- ............ .. .............. I ....... ...............a, . ......I .................................................... ..........I------------ --------- --------- .............. ... ............................. ....................................-- --------- ............................. N ........49 14 , ................... ...........D1_N rK N_T�� ...................... ..... ................................... ........... �------- --------------- ........... - ------ ....................................UL w .......... --------.............. ------- ........................... .... . ..... ... .............. ..................................................... ....................... c.................... ........... ...............---------- -------............ j7j...........I ............. ........................... ............ ..........------------- ............... ................................................... ............ .........;90o, ........t 4................ ------------- ............. ------------ -- ---------- --------------------........... .................... .. .. ..................... ----------------------------------- .................. ........................ ---- ------------------------............. ---------------.... ........... .... .. ......................... ----------------- -------......... .... ............. ........................... ........... . ............. ....................... ............................................................ .......................... ............ ............. ............ .................... ---------------- ............----------- . ..... .................................... .... ------- -------- ....... ------ --------------- ------- ------------- .......... ... ........------------- .................... ... ........................................ .......... v j -------......... .............. .....................----------I ............... ............ .............. ....................... ....... .................. .......... ..................................... ............. ........ ci .. 1111-1.111 111- ................. .......................... ---------------- ---------- ..................... ­­­_=­�.................... ------- )OWE-L NE­,'�"'- _­,,,"","'' — -1-- �"I 1.11 ........................... -------......... ---- ------ .....t ....... ............................. ........... ...... .. ........ .................... ....................... ........... ....................... . ......... .... ...........-------------- ------- u__----------- ........... ............ ........ ...... ------- ... ............. v............ ............ .......... ............ ...... ----------- .......... . .......... ........... .......... -- -----......... ........... f.......... ......... .......... 7— ........... + . ...... .........--- .............. ........--------------------- ................. .......................... ....................... .......... fry, ... ....... .. . ...................t ............. ...............----------------------- ............ -----------OTO� .............................. .............. I- ------.. .................... ................. .....................- --------- ------------- ...............—, ........... oop--A .......... ... ................................... ... . .. ...................... CIO ...... ........................ ----------............ ....... ... . ....... ................... ................ ........... ........... ......... ........................................... ...... ,...................... ..................-------------'-' "........... ................I . ................ ........... ......... ........... .............-4-------------- -Q I........ --- --- ---------==.......... ............. ------ ------------------ ........... ---------- .... ........................ ........................................ ............................ ........-- - --- _- -- --------i ......... ....................... ..........1.1111,T__ .....................------------- ................ ............... .......... ----------------... .......... ........................... . .............. C3 =-------....... ...... .......... I.............. ................. ---------- -------------------.................... .................... ...... ............ ... ...... . ... ... ....... ... ..... .. ... .... ........... ....... ......... -------...................... ....... ..........—------------------ .....................----------- ........... ................ .............1--­,_.-1.X---I'-.-,.-I.--------------------- ------ ............... ..................................... t T............. ....... --­-.............. ---------- . ............................ ................ ............. ....... ...... ..............--------- ...... ------ -----.......... .................................... ------------ ...1-al----------- - -----------------------------........... ------------------- ------------------ --------------------- ------------- .......... ........ . ....... .......... ........... .................. ..................... .................................. ........... ........... ........................... .................... —-------- ............. ....................... .................... ............ ........... ................... .. . ................... ............... ......... ................................... ........... ............ ............ .......... .......... ............ ......................---------- .....------------- .... ................................... ....... - ---------- ------- ................................................ ..... ------ --------------------............ T........ . ................... ....................... .. ........................ ......................... --- --------------- ........... ca, ------ -------................... 4- ...... ...............--------­ ..... ... .......----------- 7 ----------0) ------7 . ...... ....4 ------ r_N-_f 7-A......................... -------- ......---------------------------------....... .......... ...........---------- -----f---------- .........----------- ......... ------- 1.11� -1 7�7 _----- .......... ............ ........ .............................. .............................. .......... ......... ------I..,11.1-1- ------- ­:� . . ..........PROFILE SCALES ............ ....... ... .......... ........................... ...... ........ ...................... IA=-. =A .................. ............. ....................... ................. ...... ........................ ........................ .. ................. ——— ----------- .................. ---------- --------------- -4...... .... ......... ........ ........... ... ........ ............. ........... ..................... ... .....HORIZONTAL: 1"=20' ....... --- ------VERTICAL: 1 ps=41 .......... .. . . ................. 1�t cp Lo o 51.,q. Q + 00 11 + 00 2" + 00 2 + 00 3 + 00 4+ 00 LOT 8 LOT 9 3%Lp I rq .2� ]I ! lo L LOT 7 1W -<\,A c I W Ct D 0 LOT 6 x .0 ILOT 3 I �19v 0 LOT 2 6�! w=1 w o6 I-r- 0 C14 2,31 4- ()�,4: LOT 00 (Typ. V . LOT 4+ Lo In + c-)jI- 23'0000 0 LEGEND 0.)L J;wu L v LU(- I U wv 0�0 PROPERTY LINE & RIGHT-OF-WAY LINE U4 EXISTING CURB AND/OR GUTTER 41.6,v J& iro 1!�z . ......i0 LOT 5 0 D/w L PROPOSED A.C. PAVING k A 27 .6 ICq N PROPOSED CONCRETE SIDEWALK Ljj :0 o PIP LOT 1 1 POWER POLE KCI3 < Ill OSMH SMH, STREET LIGHT v Wv occ WATER VALVE u wM 0.507. WATER METER IAC ASPHALT CONCRETE CB CATCH BASIN LOT 6 ur-j F 0 Pcc PORTLAND CONCRETE CEMENT 0 � '3 I--LL- Lj 01 I 11- -_ E /c I 3: . I?1-:;c: . 0 cr) CN(P.) (D CD Tc I�j 400 C'i t 000 - C,41 0 , F,-� -.� , LOT 1 2 U0 r+ (oco FL FLOW LINE + co�o(o Lo + + + crl 10 ODOD :, I N-4 LOT 15 0 .-V C14: 00 00 CR 1 -OUT C 2 00 Co 3 co SEWER CLEAN W 0)0;88.50 TC 0000 LOT 16 LOT 15 MB MAIL BOX 88.00 FIL MATCH LINE BCR BEGIN CURB RETURN LOT 13 SEE RIGHT ECR END CURB RETURN LOT 14 a c�D/W DRIVEWAY PI3 PULL BOX 0)0) p L N FIRE HYDRANT H A = 89-42'26" 9CY17-34" A = 10-14-12" SCALE: 1 20 ' NORTH PROPOSED WATER METER SCALE: 1 20 R = 27' R = 27' R = 102'L = 42.27' L = 42.55' L = 18.22' T = 2 6.8 6' T = 2 7.1 4' T = 9.1 4' ES CONSTRUCT 8" CUR13 & GUTTER PER CITY STD. NO. 104 1 1 O'1 5'33" A = 89-47'09" A = 15'00'00" CONSTRUCT MIN. 4 THK. A.C. PAVEMENT OVER MIN. 4" AGGREGATE STRUCT EXISTING STORM DRAIN MANHOLE 10'± EASTERLY TO DEBCFW7M OF REVIBION DATE C"R = 58' R = 27' R = 112' AVOID GUTTER (SEE REVISIONS TO DWG. NO. 863-D) APPROVED L = 11 1.61' L = 42.3 1' L = 29.32' rl- r% A N T = 83.23' T = 26.90' T = 14.75' CONSTRUCT SIDEWALK PER CITY STD. 103 A.C. PAVEMENT AND RECONSTRUCT MIN. 4" THK. A.C. PAVEMENT CITY OF RANCHO CUCAMON%A#A 0 CONSTRUCT DRIVEWAY PER CITY STD. 101 TYPE R-1, WIDTH SHOWN ON PLANS OVER 4" COMPACTED BASE d) A = 39-45-30" INSTALL 5800 LUMEN HPSV STREET LIGHT ASSEMBLY, AMERON 1 -Cl-2EI-F8 0 R = 112' SAWCUT EXISTING A.C. PAVEMENT TO HAVE SMOOTH JOINT POLE WITH R26(S) OR EQUAL PER C11Y STD. BY SCE, PAID AND COORDINATED STREET IMPROVEMENT PLAN 0 n L = 77.73' A.C. DIKE SAN S I M EO N D R. o<\6 SAU SALITO CT. 1-800-422-4133 T = 40.50' CONSTRUCT CROSS-GUTTER PER CITY STD. 106-A DEPRESSION PER CITY STD. 307 (FROM STA. 0+00 TO 3+61 .50) CONSTRUCT TRANSITION CURB FROM 8" TO 6-a A = 224.'31',38" REMOVE EXISTING 'aotr 11 APMVM BYt DA79 IT'S THE LAW CALL AT LEAST TWO DIAL BEIFORE WORKING DAYS PRIOR YOU DIGI TO EXCAVATING RCJF-NO.I R = 38' INSTALL STREET TREE PER THE LEGEND AND NOTES ON SHEET 1 CrTY ENI13IIINWI L = 148.91' CONSTRUCT ACCESS RAMP PER CITY STD. 102 DE" cr_ INSTALL STREET NAME SIGN PER CITY STD. 401-A F__ (f) ADJUST TOP OF EXISTING MANHOLE TO GRADE LG CIVIL ENGINEERS & LAND SURVEYORS< UNDERGROUND SERVICE ALM (D 90.00,00" 10500-A Sth STREET w Sanwa ownwm RANCHO CUCAMONGA, CA 91730 S*F-T MnK EXCAVA*nN%THE C=W=SKALL VERff THE R = 25' CONSTRUCT 6" CURB & GUTTER PER CITY STD. 104 (909) -1211 Ummm OF UNDMWMND UnUIES fff WWAMNO CT 3 0 UTUW UNDEIMMI)SUM MW AT I-WO-422-4133 L = 39.25' ei yo.I I I T = 25' MAIL BOX Q,F C%,.0'J CHECKM OMWM NQ -j- Is-T. R.C.F_ NO. 28501 0 LG 2045 DATE M i/045 FtgNo. 04-016 c 4. ....