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HomeMy WebLinkAbout1888 GENERAL NOTES: W. � /_ E. R/W N0. 1001 1 W. R/W I BENCH MARK: ELEV: 1074.178 PROP. z LOCATION: W. R/W33 � uj w >U Q 40 ; 1"01098 ROUAT N/E COR. OF 6TH ST. & HAVEN AVE., 1 FT.ND HEAD BOLT IN CONC. STAMPED "S.B. CO. B.M. . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY 20 STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF � N/0 END OF CURB RETURN. OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS THE STREET, EXCEPT WHERE NOTED OTHERWISE. 7' 11' 22' _ 22' _ 18' �M: FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE 21 WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL MANHOLES -.� . ' 13�t PK. NAIL IN LEAD AT TOP OF S-LY HEADWALL EAST SIDE) FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO AND VALVE BOX FRAMES AND COVERS SHALL BE ADJUSTED BY THE CONTRACTOR 0.50' - EX. C&G OF SBFCD CHANNEL (DEER CREEK) ON 8TH STREET 0 THESE STANDARDS AND SPECIFICATIONS. TO FINISH GRADE. THIS IS TO BE DONE PRIOR TO PLACING SEAL COAT. AFTER SAID 1 8 vARI�S 660'± W/O CENTER AVENUE. 21 O LEVEL VARIES -O.�Z VIN TIME, THE CITY WILL ADJUST THE ABOVE ITEM AT THE CONTRACTOR'S EXPENSE. 4 =N� ' h357-WN- `'°z2'MAx ELEVATION: 1115.23 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 2 c% MAX -7 3 PROP. C&G "' � r JI j WATER METERS VALVES FIRE HYDRANTS ETC. SHOWN OR NOT 22 MANHOLE COVERS SHALL BE LEFT AT LEAST 6 INCHES BELOW SUBGRADE AND O Sow_.; SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN BROUGHT TO FINAL GRADE UPON COMPLETION OF STREET PAVING. FINAL FRAME EX. F.S. I CONSTRUCTION NOTES & QUANTITY ESTIMATE ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE SEATING SHALL BE 1/8 INCH BELOW ASPHALT SURFACE. PROP. F.S. REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED TYPICAL SECTION AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 23 REFERENCE IS HEREBY MADE TO A GEOTECHNICAL INVESTIGATION REPORT AND CENTER AVENUE ITEM DESCRIPTION QUANTITY UNIT 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL SUBSEQUENT ADDENDUMS PREPARED BY NORCAL ENGINEERING, (562) 799-9469, lO CONST. 4" A.C. OVER 4" A.B. MINIMUM 83,810 SF FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE DATED NOVEMBER 6, 2002, PROJECT N0. 9507-01 , ON FILE IN THE OFFICE OF THE NO SCALE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR CITY ENGINEER. NP PROP. TI=7.0 R=59 EX. 2O CONST. VARIABLE THICKNESS A.C. PAVEMENT 425 SF INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES � � � 3O CONST. 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 104, A2-8 3235 LF ARE SHOWN ON THESE PLANS. 24 CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING 33 33 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA CONTRACTOR), OR A COMBINATION OF SPECIALTY CLASS "C" LICENSES SUFFICIENT 4O CONST. PCC SIDEWALK PER CITY STD. DWG. N0. 103, WIDTH=4' 13,780 SF IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW CONST. CURBSIDE DRAIN OUTLET PER CITY STD. 107-8, W=3' 17 EA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY TO COVER ALL THE WORK TO BE PERFORMED BY THE PRIME CONTRACTOR 11' 22' 22' 11' ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO 5O CUCAMONGA EASEMENT OR RIGHT-OF-WAY. (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000, ET SEQ) AND 0.50' 4� 4 1---0.50' RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT 1 CONST. COMMERCIAL DRIVE APPROACH PER CITY STD. DWG. NO. 101, 2' 2'0" W=35', R=8' 6491 SF 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. IS AWARDED. � -- PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 4 4 POINTS WITHIN 0.10 FOOT OF SUB GRADE ELEVATION AND AT NOT MORE 25 THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED - PROP. C&GO3 7O REMOVE EXIST. A.C. BERM 100 LF THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE 1 (800) 227-2600. PROVIDED FOR O3 PROP. C&G BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. YOUR CONVENIENCE ARE THE FOLLOWING: PROP. F.S. ® SAWCUT & REMOVE EXIST PAVEMENT 20,265 SF 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, VERIZON SOUTHERN CALIFORNIA EDISON CO. TYPICAL SECTION gO INSTALL ACCESS RAMP PER CITY STD. DWG. 102 5 EA MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 1400 E. PHILLIPS BLVD. 1351 E. FRANCIS STREET INDIANA COURT 1 p INSTALL STREET TREE PER LEGEND & NOTES ON SHEET 1 72 EA POMONA, CA 91766 ONTARIO, CA 91761 PHILADELPHIA COURT 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, (909) 469-6327 (909) 930-8540 NO SCALE 11 INSTALL STREET LIGHT 5800 LUMEN HPSV BY SCE; PAID & COORDINATED PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A ORIGINAL AROUND AND ALL SUB-GRADES SHALL BE RANCHO CUCAMONGA FIRE PROTECTION AGENCY SOUTHERN CALIFORNIA GAS COMPANY BY DEVELOPER. INSTALL R26 SIGN ON POLE 18 EA PERFOR10500 CIVIC CENTER DRIVE 251 E. 1ST STREET PROP. �=7.0 R=59 EX. WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED RANCHO CUCAMONGA, CA 91730 g TO THEEAUMONT A - CITY ENGINEER FOR APPROVAL C 92223 2903 0 AL PRIOR TO THE PLACEMENT T N. R W E EN OF BASE / S. R/W 12 RELOCATE EXIST. POWER POLE PER SCE REQUIREMENTS 3 EA 90 7 - 9 4 7 2770 909 845-0709 O MATERIALS A ( ) ND/OR SURFACING. ( ) � ADJUST 13 DJUS EXIST. FIRE HYDRANT ASSY. TO GRADE PER CCWD REQUIREMENTS 1 CUCAMONGA COUNTY WATER 3 3 � 0 � 8. AT THE COMPLETION OF PAVING, ER DISTRICT CHARTER COMMUNICATIONS A MATERIALS REPORT SHALL BE 10440 ASHFORD STREET 7337 SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR 3 CENTRAL -� 11. � � 4 RELOCATE EXIST. STREET NAME SIGN PER CITY STD. DWG. 401 -B 1 � RANCHO CUCAMONGA CA 91730 RIVERSIDE, EX. NAT. GRD. i 22 22 11 DETERMINATIONS COMPLETED TO VERIFY E, CA 92504 STABILITY OIL CONTENT AND , (909) 987-2591 909 343-5161 15 CONST. 8 AC BERM D1 -8 PER CITY STD. NO. 104 25 LF GRADATION OF ASPHALT PAVING. EX. PVMT. i 4 ,� 4 __ - 0.50 0.50 y.-J SAN BERNARDINO - D 0 COUNTY 1 8 8 16 CONST. CROSS GUTTTER PER CITY STD. DWG. 106 A 2325 SF 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE '0 1 2.Od% FLOOD CONTROL OPERATIONS DIVISION-PERMIT SECTION �SUBMITTED �-- TO THE CITY ENGINEER. LISTING ALL TESTS OR ._.,� 825 EAST THIRD STREET _ - .__ >�_�€,_ ADJUST EXIST. MANHOLE T _ _ € - __ _f _ 4 17 0 GRADE PER CCWD REQUIREMENTS 4 EA ' DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAN BERNARDINO, CA 92415-0835 FUT. C&G --------- PROP. C&G D__ 18 SAND EQUIVALENT OF AGGREGATE BASE. (909) 387-7995 REMOVE EXIST. POLE GATE 1 EA . •.�y�_, .� • ---- 19 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND 26 CONTRACTOR TO CONTACT MR. JOE MIRONE OF THE METROPOLITAN WATER DISTRICT PROP. F.S. x"EX. NAT. GRD. ADJUST EXIST. WATER VALVE BOX TO GRADE PER CCWD REQUIREMENTS 2 EA PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS, AT WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909) 776-2664, AT LEAST TWO TYPICAL SECTION INSTALL TRAFFIC SIGNS AS NOTED 1 LS 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. 8TH STREET STA. 16+71.86 - STA. 19+08.16 0 INSTALL TRAFFIC STRIPING AS NOTED 1 LS CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA NO SCALE REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL 700 N. ALAMEDA STREET TI=7.0 R=59 VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MAT LOS ANGELES, CA 90012 FINAL DETERMINATION OF STRUCTURAL SECTION T MA � MATERIAL OF 0 0 BE DE AT TIME OF GRADING BY A QUALITY BETTER THAN THE NATIVE MATERIAL. (213) 217-6000 PROP. S. "R" VALUE TEST, N. R/W S. R/W 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE A SOILS _UTILITY NOTE I 22 ► � L I'I D�(IG CDNLUn'S ,� I DA�Lp�c,,�t- �3 f09TAu- 2'X3' B>�I✓6 BaX l ISA STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 3' 3'THE CONTRACTOR SHALL CONFIRM LOCATIONS AND DEPTHS OF ALL UNDERGROUND SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S NUFACTURER S REC MM 0 ENDED UTILITIES WHETHER SHOWN OR NOT SHOWN ON PLANS. PRIOR TO ANY EXCAVATION, EX. NAT. GRD. ARR,�w RoL-E 0 , THE i 11 22 22 11 RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CONTRACTOR SHALL NOTIFY THE CITY IMMEDIATELY OF ANY CONFLICTS. � / .l N 0.50 ' 4 � BAR-S EX. NAT. GRID. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 1L!---0.50' EX. PVMT. zz, LOCATION CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS - = __ Z 0 PRIVATE ENGINEERS NOTICE TO CONTRACTORS - 1 S c 1 � _- Od7G . . 4 Z II, _ OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SHEET 4 s 7 SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR W IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL FUT. C&G - - PROP. C& ___ z Q 7TH STREET CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE � VARIES FROM ------------ I I LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND FUT. F.S. 21%_39% WII 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 HOLD THE CITY, OWNER AND DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, i; 2 3 I ZII TYPICAL SECTION Z QII SHALL BE CONSTRUCTED AT EACH INTERSECTION. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, zSII EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OWNER OR 8TH STREET STA. 19+08.16 - STA. 22+85f Q 5 w II z = g HEFT 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM THE DESIGN PROFESSIONAL. NO SCALE N � 4 Z 6Tu STREET Li I I RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND > DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED UND UTILITY PIPES OR TI=7.0 R=59 w Q II PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER STRUCTURES SHOWN ON THESE PLANS IS FOR INFORMATION ONLY, HAVING BEEN LEGEND: INDIANA COURT Q YII OBTAINED BY A SEARCH OF AVAILABLE RECORDS. WHILE DUE CARE WAS TAKEN IN SII FOR APPROVAL. s THE PREPARATION OF THIS MATERIAL, THE DESIGN PROFESSIONAL CANNOT AND 7 W II DOES NOT GUARANTEE THE ACCURACY NOR COMPLETENESS OF SAID INFORMATION. 5.... .... SOUTH PL...... PROPERTY LINE 8 9 � SII 16. WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, J M N........ NORTH HDR...... HEADER r HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON CLEANED UPON REQUEST OF THE INSPECTOR. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL E......... EAST MH........ MANHOLE EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. W........ WEST FS......... FINISHED SURFACE w I'I 17 THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE ALL C CONTRACTORS OT AC O SAFETY AND SUBCONTRACTORS ORS SHALL COMPLY OO F THE WITH S T DEPARTMENT NLY..... NORTHERLY FF.�...... FINISHED FLOOR Y I Q CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE " " WLY..... WESTERLY S ... SEWER JOB SITE AT THE TIME OF CONSTRUCTION. OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' w 2 SHEET 10 "CONSTRUCTION SAFETY ORDERS". ELY..... EASTERLY WW........ WATER WASTE U SLY..... SOUTHERLY -W- ... WATER I L Ir 18 TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR I PHILADELPHIA COU 0' THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE N/S.... NORTH/SIDE BW........ BACK OF WALK ui IN ACCORDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS CONTRACTORS' AND SUBCONTRACTOR' COMPLIANCE WITH THE "OCCUPATIONAL FOL. FOLIAGE CLF....... CHAIN LINK FENCE I w TRANSPORTATION AND HOUSING DEPARTMENT (S.A.F.E.) "MANUAL OF TRAFFIC SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE VICINITY MAP STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION COR.... CORNER EP......... EDGE OF PAVEMENT Y,- CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK", LATEST EDITION, AND SAFETY ORDERS". BLDG... BUILDING SD15......... STORM DRAIN � �3 �4 � THE SPECIAL PROVISIONS. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED TC....... TOP OF CURB IP.......... IRON PIPE WITHOUT APPROVAL OF THEw ENGINEER. w ill FL....... FLOWLINE TR......... TOP OF RAIL 16 TB....... TOP OF BERM ANG PT..ANGLE POINT 7TH 11J`f(�lL flt o�n�coNo�iry �� rr; s ,�.Ly-off 'i 19 PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. _________ _________ ------ _ THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AC....... ASPHALT CONCRETE xx ...... FIRE HYDRANT STREET T , - S Cti AFFECTING THE PROJECT WORK AND FOR ANY DAMAGE OR PROTECTION ST....... STREET --• .. STREET LIGHT DATE A ='ROVED : CONSTRUCTION NOTES FOR STREET TREESPP...... POWER POLE (421 .0). EXISTING ELEVATION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE -- -- - - CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK. FD....... FOUND -G-...... GAS PLAN SHEET INDEX ROW2003----- 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. CLR..... CLEAR -E- .... ELECTRIC 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE -T-.... TELEPHONE SPR....... SPRINKLER NO SCALE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY CF....... CURB FACE --x-- FENCE CITY OF RANCHO CUCAMONGA EXISTING SURVEY MONUMENTATION REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. C&G.... CURB & GUTTER P.I.V...... POST INDICATOR VALVE SHEET 1 - TITLE SHEET BY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING F.D.C... FIRE DEPT. CONNECT FW......... FIRE WATER VALVE SHEET 2 - STREET IMPROVEMENTS TITLE SHEET 8.0. .... BOTTOM OF T.O. ..... TOP OF INDIANA COURT FOR DRC 2002-00860 THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY DIVISION. RCP. ....REINFORCED CONCRETE PIPE -I- .... TRAFFIC SIGNAL INTERCONNECT PHILADELPHIA COURT EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: 4 STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. SHEET 3 - STREET IMPROVEMENTS STREET IMPROVEMENT PLANS NONE CENTER AVENUE FOR INDIANA COURT, PHILADELPHIA COURT, DATED: S'�'� STREET BOTANICAL NAME (COMMON NAME MINIMUM SIZE SPACING QUANTITY SHEET 4 - 8THEET STREET IMPROVEMENTS CENTER AVENUE, AND 8TH STREET GROW SPACE ROBERT J. EXLL RCE 37888 SHEET 5 - STRIPING PLAN CENTER AVE. BRACHYCHITON POPULNEUS BOTTLE TREE 5' MIN. 15 GAL. 25' 0.C. 22 8TH STREET APPROVED BY DATE: 7 CITY ENGINEE '� �'� R.C.E. NO. 24953 LAGERSTROMIA IN T I - DICA Lk Kim Service Abrt 8TH STREET WHITE CRAPE MYRTLE � �; 3 MIN. 24 BOX 20 O.C. 18 DESIGNED BY: RECOM DED NATCHEZ HYBRID No 3-788a BASIS OF BEARtty 1 � R.B. ENGINEERING GS. / o CAP TOLL FfEE Ea.3-31-05 CH 3198 N. ASHWOOD STREET THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE INDIANA CT. MAGNOLIA GRANDIFLORA ST. MARY ST. MARY MAGNOLIA 3 MIN. 15 GAL. 20' 0.C. 18 � �^T civ�,� a�P ORANGE, CA 92865 r RAW Y• � DRAWN B SHEET " F ov ASF PHONE: 714 637-8100 X800 OF SIXTH STREET BEING NORTH 89' 36 42 WEST AS NOTED ON �_ _ CH _ 227-2600 FAX: 714 921 2 F ( ) 223 � 0 5 PARCEL MAP N0. 13125, AS PER PLAT RECORDED IN BOOK 155, PHILADELPHIA CT. MAGNOLIA GRANDIFLORA ST. MARY ST. MAGNOLIA 3' MIN. 15 GAL. 20' O.C. 14 OF PARCEL MAPS, PAGES 58 AND 59 RECORDS OF SAN CHECKED BY: . T110 'N01 '"� "'� affaa� 101 01G BERNARDINO COUNTY. P.M. N0. 16042 RB - _ C.E. No. 37888 Q Q Q _. DATE S- ' RLE N0. a U O PROJECT SHEET NO. �� OF 02-37191. 04/30/03 BENCH MARK: NO. 10011 ELEV: 1074.178 , . . LOCATION:- . _ . - -- - - _ - . 7 --_ + - - + + -} - + - - - - - - - - - + - - - -+ -- - B.M. -- - - -- - ROUND . _ . _ - . , ST. & HAVEN AVE 1 FT. _ , - - CO.C . . -- : . , STAMPED S.B. 0. B.M _ , , _ - __-. - - - - -� - _ -- + ---- - - - - - - ' END OF CURB RETU , : . _ - - . 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M . . . : . . - _ - _ . . - - _ - _ - . . _ --. , + - - - - - VERTICAL 1 =4 - - - - - . . . - - . . _ . , . . , - . , , , - - _ . . , i _ _ _ l�C _ O I .t. 1098 64 : - 6 7 8 9 10 6 7 8 9 10 SEE SHEET NO. 3 ENTER AVENUE C VE SEE SHEET NO. 3 5 1 22' 22' 18' .1 11 CENTER AVENUE z z PARCEL 11 33' 40' 5 � PARCEL 12 w Q 11 11 I I N 5 �, 5 1 22' ! 18' N 6 m m m PARCEL 10 of � W Gym PARCEL PO © PARCEL 4 m Z 3' ' 40 Q ;rW O m m Z F c� 11 U 0 =0 I I ; 4 �' � � o � r �� Z G,p O� o o N I I x x x 'y\ids, e� v a ,et 3 0 r� I, 1 2 r o W A �nf q �O �� ci o - i� j ; W E r'6,�0 - �i „� � � vii rn o O �� �,�e� I EPARCEL 6 - > a + d• N Q + X66 9�2 J . t; z ,� rn 3 1 I � W o� (ov, v + � I rn Q N '� 17+68.82 am Ln� I i 1 1 s _ 4 oo Q 22+27.82 15.9 T �b v w r- + r- a+o'c� -x -- x-- 74 L T tic _ "- i��1?io'�, m � r- o 0 n ECR % . I I '5.2 L5� I i _ �� -- �:;•,_ ���12?01�, m I ECR Q' S tiT 1 p 4 D o c 10 I 1 1 I i Z S ' 10 4 N89.44'00"E '�� 1 g 4 c'1 1 p L F 3 25.24' x9'44' "E 185.8 ; I 1 1 W ,( D oM g 6. 1 TC 5. 4' S 8 " --� 3 r I 4 I - F 5 2 -- 159.00' SCALE: 1 =40 4 G- - -- ---- - - I SCALE 1 40 z So I - , •I i • o \ 3 1 i Z A - - - - • yeti Q _ i L _4 -- � I I I. "� cv r� 4 h Y ' '� _ - N ,�, 3 - 1 : I + A 9 .00F N 3 1 8.07FL ��' 1 17+1 1 .82 � 1 4.13FL N , OT 54 DWY. B J N8 4' 0"E o1 7.50 I I e �` 21+70.82 1 1 ST. LIGHT .50TC : co N 9'44'00 E 1 3q8.5 0 1 39 s - CENTER AVE. N89.44 00 E(R) - �� 3 .., I CENTER AVE. 4.83E 7.7 T N 5.38TC I 1 w 1 it : 96.67TC N in 3 .09FL ` 48 1 t o�oti, A 4.13FL *°4- =o Tc N '� 3 �a.F � i I I rte___\_ 4 S 3 A 96.00FL ''� 4.2o L a =I _ _ -- I I I - 0 �� 3 3X - I I ;,o.� I I .M, 3 -- - . --.- ��� �9E4 40TC I O• -f;--ytr __ - --. -_ �(�/ r I . ��C 3: . Y I i � II 1 �. 5 0 . 4 - C 3 5 24 4 165.69 :' I I I I I \ 95.1 1TC E 95 5.24 4 tr = N89'44'00"E 4 1 0 I �•rr= W �3.a8 2 z 4 10 I I I I 44FL 1 p `�� 00 a: I �-N c t� - U 0 0 J - `fit, ��I � �� a- �� 0f rn � r I 1�- �- = �'�- '2o'E cj c� 0 L 16+54.82 I ��� p ^iii `- - $i "� 10 y,� 21 +13.82 OC I Nva c0 I Z ��� -- - - 4 t4"14 A', 0 r U - F2 ECR Of I 1 � PARCEL 13 1 N, to (3 4 + n � ECR � 9 ,F1� GJ 3. m `'i r +,0 N U ; �� w 00 ai o U W + 00 r'7 m I N `, + ,r� m '5E r` u7 ► r O �� r + r 1 o � I I .O ZtA 6 0 I � I U 5 �� 1 O a I I ' W �i� m ��w 5 CEL 15 o 2 2 ,�8 o 0, z 4- I ^� Im Cr. 1 1 M -PARCEL 7 �m m Q 11 PARCEL 9 + I I �x„a3, I F_ d,,,�� � o o. - + � I MI o� PHILADELPHIA COURTCDI f� 0 5 1211 22' ' I 18' Z I .W 5 �,. PARCEL 8 33' 40� l U -A PARCEL 14 -- -. Q �.- 6 INDIANA COURT I b 0 CITY OF RANCHO CUCAMONGA PLAN AND PROFILE CONSTRUC110N NOTES 0 CONST. 4" A.C. OVER 4" A.B. CURVE DATA TABLE FOR DRC 2002-00860 11 INSTALL STREET LIGHT 5800 LUMEN HPSV BY SCE; PAID & COORDINATED INDIANA COURT AND PHILADELPHIA COURT 0 CONST. VARIABLE THICKNESS A.C. PAVEMENT BY DEVELOPER. INSTALL R26 SIGN ON POLE. O D R L T FROM: 400 W/0 CENTER AVENUE 12 RELOCATE EXIST. POWER POLE PER SCE REQUIREMENTS 15'03 40 107.00 28.13 - 3O CONST. 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 104 210'07 20 50.00 183.37 - T0: CENTER AVENUE 13 ADJUST EXIST FIRE HYDRANT ASSY. TO GRADE PER CCWD REQUIREMENTS 60'08 21 50.00 52.48 - 0 CONST. PCC SIDEWALK PER CITY STD. DWG. NO. 103, WIDTH=4' 4 RELOCATE EXIST. STREET SIGN PER CITY STD. DWG. 401 -B D 195'03 40 50.00 170.23 - _ E 00.00'00" 50.00' 13.15' - o - _�q APPROVED BY DATE: �0. '• G".3 0 CONST. CURBSIDE DRAIN OUTLET PER CITY STD. 107-B, W=3 Q F:s 5 CONST. 8" AC BERM (D1 -8) PER CITY STD. NO. 104 c R \, Urdargrotnd 8avlce Alet't g� aF F CITY ENGINEER af' lt-�,'� R.C.E. 24953 �,� © CONST. COMMERCIAL DRIVE APPROACH PER CITY STD. DWG. NO. 101, 16 CONST. CROSS GUTTER PER CITY STD. DWG. 106-A e \? DESIGNED BY: REC M E ED R.B. ENGINEERING o W=35', R=8' 17 ADJUST EXIST. MANHOLE TO GRADE PER CCWD REQUIREMENTS r 17aR8 i* CH 3198 N. ASHWOOD STREET Cat TOLL �E * \ Eip.}"°0 CA 92865 - - -- 7O REMOVE EXIST. A.C. BERM 18 REMOVE EXIST. POLE GATE � DRAWN BY: ORANGE, SHEET �� 8 SAWCUT & REMOVE EXIST. PAVEMENT 1 g ADJUST EXIST. WATER VALVE BOX TO GRADE PER CCWD REQUIREMENTS �`s9:� A F �; PHONE: (714) 637-8100 OF ►` 227-2600 O @ \__DF - CH FAX: 714) 921 2223 2 5 9O INSTALL ACCESS RAMP PER CITY STD. DWG. 102 ®o INSTALL TRAFFIC SIGNS AS NOTED CHECKED BY: DRAWING 11,40. Two worKW oAr5 WF0W YW orG J _ �_ R.C.E. N0. 37888 / v 8� INSTALL STREET TREE PER LEGEND & NOTES ON SHEET 1 ©1 P.M.INSTALL TRAFFIC STRIPING AS NOTED NO. 16042 w RB _ DATE _ > 3 RLE No.-_ ___ PROJECT SHEET NO. _ OF 02-37,52, 04/30/03 .0-0=.. 1 :3�VOS .. .. .. .. .. .. .. .. .: .. .. .. .. .. .. .. .. .. .. .. .. :. .. .. .. :. 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(') w �;,1, l --a- : i z . : O C C7 Z + +. ,01� x (A m K m n n D D o �0 15+26 FUT. - o I � � � + rn cn K • - cn cn m n � ';63.83 +.. ++ .. .. .. +. i.. :: +;. I, +: ;; +.. +;. V) m - - r z ST. LIGHT ►, 1 p D 0 0 m N L I Q� I y o'c . 4-I.. i- �, I+ < n J 0 t t• � '�' D 0 c = © p m r�r1 ; 9 { ; L I 15 5 111 5 .D m m r C7 rr r �i1 } £ .. ...9 ,:. +:. ,. X m 0 D �c A z I I . t 94 4 t� . * . �11'11 " r lJLn X /V V R- z ' < I. I I 1 Y rn r*, W < 1 rn c� wA j I ,I Q I i.. ,:. rC7 D W { D l� I j.. {}. },. .. 1�.. .. +.. +,: +}. ++ m r w .. 1'./`(. .. .. .1, }}. 111-F-14.. .. .. ,.. .. .� 1. ,. t,. 1. +} rn cn O � cn _ ' ^ 0 � n m D :: � 00 1 0 0 1' + 8 a 0 = 0 EX. 8' VCP SEWER , °� �I rn O D9 .2 �6 . p -4 EX. 8' CMLW WATER m .o -k +.. :. :+. :,. +:, +--- t: f - �. ... z 4 2 16' W/❑ � ! kn � x 4 U1 .. � I . . .. ` . .. .. .. .. .I 'I .. 0 0 0 0 J w mA I. .hi� , 11 oo +,. , .I. .. ;,. +.. t+. p O * Tl ST. NAME o -4 W c) 16+54.82 -+ ,;: t. +.. 1, 115-.50,00 .. 16- :. .. ,. �:. .: i 1 96 1 6. m .. .. 01.1. BC R Q . �� _ b 159,00' 2 Q }.. z ll 11 8 % 1:0 - > m -+..- -1, 4+-- -�- ��,. I++ I �t- .�I.. .... - j... ...I ".. ..il��.. ---- -I ..I .. . . I- .�" -1- 1- i-t- . I .. It+. -- 1 I.. ;I.. .... ,++. , �` W 0 co 4^j 7. 7 J Y W • C O .� r I I I96.90I I I Z- FL �'- - rn 1 .9 1 1-+ .E_ �. , 1. .. .. .. .. +.. 'l.. ,I-. is }. i , 17 11.82 I G) PHILADELPHIA CT. D I ' S N8 •44'00'E _ + . ov 2)f .. ., (ZQ� 0009 0) O a 97.92TC N W .}. +}. +. „ (Tl I ( �., II -8 N W �� - D t.. }:. o m o n n m o rn Go z `„ �' I n N �. + 1 #5 0 8. 1T l/ : }' c- K c- Z Z r N U1 i -<- I �f 4 ++` Q 1 1 9 NO N vci r-- r-- I .", 0 , L. j. � j. .. t;: :: .;. 09 .1 T .. , .. :;. ;. .. t., +.. � m -� r N © 17+70 FUT. r I 1 ;fib 17+68.82_ C } 1.1. 7 68 2 BCH x m x m x rn ST. LIGHT R26 BCR 1 V) cA � oN 0 x � x rn m rn I`O I-Ij7m .o +. :. ' I. t N cn cn c--) + D y o m � Z r � {-9 w � 1 + 18 a .a O c - o N Z G7 M cn rn � I o m rn „ _ � � � o � = m �� �� n < Ul � I 1096. )3 < D m 0 '�' a r cn ,�,i o 18+14,97 15 I I D 1 14.9 I D -i -V - co r BEG. EX. C&G I I a .I . + . . m11 -� o m D T cn �9 .0 0 T I N �/ o a0 - o r� o1. ., ;. ,7 1 X � m -0 G7 r Q o x m m z m o r ® m � 118+50.00, 1 18 5 1 Nq. I I . - is . +: Z r o , t O � I •; 0 p I 1 1 G') m O n N Z Cn ® I I }' O r- --I m 1 I _ t.. 0 0 0 0 N > X r m ..: F I j n I � * z o o Q rn Q xo I I I 18+85 ST. LIGHT s I. +. t. :. .:. .. t. 0 r*i C m o n . . cn +' . 0 o 0 m n z �< 1 1 12 2' 2 ( - ao N N m m m O 1 +0 .0 1 + a. 19' 0 .a 0 ,o y � � � - cn 40� ,� 3� :� CO 10 .4 11 1 rn 4 � a � � o z D m O+d , t: 1. L{. is +- is I .. ,, }: i.. .. .. .. +,. ,: - .. +. - +, i. +, +i, 0 m O G7 0 1m 0 I ' I 1 I ' i I II 9 m m m 1 � I �y z C.> i 1: ;. to z � �0 II I ++: :. is ,.. .j. J.,. _ .. �+;. ,.: ,i. .. .. +. } +. t;� ,: �• +4• +• c m co 19+35 CURB DRAIN I Ln ro -4 I I I AD o p O I c.lo I 11 O - : � y � i 1 j+.31,4 3 }t. l,. �„ 1„ t }.. .. .. !4� ,. .,. :.. .. +. .. .. �. .. ,. }. +t. ,. � }.. ,. +,. t. ,., � :• }•,• r,. 945000 I rn 0 ; - ,{� "- ,. +. : +„ ,}. 11 t' ;+. 11 {+ 1 1.4 �'� 0 }' +- };, z z 19+54.93 O t (n Z I , 42t B i 1 -A m '� - - 1 N t I 11 I ,+I -. ++. .;: +: . 1: ii: � }; +; t. t• + �- -- --- -� r .. .. .. . . + 0� $ I I I 18.79' +. TT. ,.. }, 1 t fi 19+99 FUT. I II �, I r 1 . � N 0 D 2 .0 0 0 ` 0 11 2. ST LIGHT HT I I O 1 . :: i Z Z d X { 1 i 1: I N I JO, ® I I tt. L+' +.. t, .. ..1 t+. ,. .. I;.. +,. 1. i.. .. +{. +:. ,. .i. } �.i +,. .. ,. M,. i.. i, +� t, }. i,! D D r-� II - I }+:, Ie _ � � tfl, .0 5 4 I � f", -11 �- ++11 .... ... 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