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Home My WebLink About1612-D IN THE CITY OF RANCHO CUCAMONGA GENERAL NOTES �,�4CH` o 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO TRACT MAP NO. 15797-1 AND 15797 BENCH MARK. CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION — CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE STORM DRAIN IMPROVEMENT . PLANS SET2" BRASS DISC IN CONCRETE CURB STAMPED 4(4 ` , FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. "CITY OF RANCHO CUCAMONGA 10054 1987' AT NORTHEAST CORNER OF BASELINE AND MILLIKEN O 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER AVENUE, AT WEST END OF CATCH BASIN. METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. O WOODRUFF PROJECT SITE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH HIGHLAND AV. THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIESKENYO `i z RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE 19 TH ST WAY SHOWN ON THESE PLANS. VICTORIA r , 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING PARK ND AVENUE DBASELINE AV. — — - — - - -- V DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO w _ CUCAMONGA EASEMENT OR RIGHT-OF-WAY. � Z w 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR < w CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. = FOOTHILL AV. o 14 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING Q I o ORIGINAL GROUND AN ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE Y CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 10 I 7. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE I I I n Q VIClf�pl'Y MAP COMMUNITY FACILITY ` OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION N.T.S. ' \ QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS (FUTURE CHURCH) WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED 1 l CONSTRUCTION NOTES QUANTITIES AS INCLUDED IN THE OTHER ITEMS OF WORK. 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR / O CONSTRUCT 27" RCP (1000D). 163 LF THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON / 40 REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY SHE O CONSTRUCT 24" RCP (1100D). 24 LF ENGINEER FOR APPROVAL. 21 i O CONSTRUCT 24" RCP (1200D). 89 LF 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 9/ STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE O CONSTRUCT 24" RCP (1800D). 66 LF INSPECTOR. P.M. 12263 22 / 7 6 CONSTRUCT TEMPORARY CMP CATCH BASIN PER CITY E C STD. 31 1 1 EA 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT u / / s , LIMITED TO, ENCROACHEMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION TRAM 3 / O CONSTRUCT CATCH BASIN PER CITY STD. 300, W=33', V=6.17 . 1 EA TDISTRICT, LICENSES FROM SOUTHERN _ PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL s 8 CONSTRUCT CATCH BASIN PER CITY STD. 300 W=7', V 4.77'. 1 uEA CALIFORNIA EDISON COMPANY, ETC. PRIOR TO BEGINING WORK ON THE PROJECT. J�® 10 CONSTRUCT CATCH BASIN PER CITY STD. 300, W=18', V=4.90'. 1 EA 1 � O 11 . TRENCHING BACKFILL FOR ALL STORM DRAIN FACILITIES SHALL CONFORM TO THE CITY OF � � 4 RANCHO CUCAMONGA STD. DWG. NO. 341 TYPE I. / / 3 11 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A. 4 EA 12. CONTACT UNDERGROUND ALERT 1 -800-227-2600 AND ALL AFFECTED UTILITY COMPANIES AS s / 12 CONSTRUCT MANHOLE NO. 4 PER CITY STD. 321 . SEE DETAIL ON SHEET NO. 2 2 EA REQUIRED TWO WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR CONSTRUCTION / ° 7/ 2 CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: t3 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION, CORNER CONNECTION. 3 EA ,! p 9 t PER CITY STD. NO. 308 >e A. CUCAMONGA COUNTY WATER DISTRICT ATTENTION: JIM CLINE 20 TRA 1 to TRACT 13440 15 CONSTRUCT LANDSCAPE CATCH BASIN (BROOKS BOX NO. 2424 WITH H10—H4 1 EA P.O. BOX 638 TELEPHONE. 909 987-2591 PARKWAY = — ( ) CAST IRON GRATE TG 69.00, BOX HEIGHT-24 RANCHO CUCAMONGA, CA 91730-0638 � � � ) CONSTRUCT 12" RCP RISER 2 LF B. SOUTHERN CALIFORNIA EDISON ATTENTION: HAL STEWART >z O 7951 REDWOOD AVENUE TELEPHONE. (909) 357-6231 CONSTRUCT BRICK AND MORTAR PLUG 1 EA FONTANA, CA 92336 / 22 / 18 REMOVE EXISTING 27' RCP 68 LF C. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: RICH ISAACS DAN RENDLER CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. NO. 336 1 / 19 EA P.O. BOX 97 TELEPHONE: (800) 427-2200 RES. � zs � u —� O A '00'00", B-24', C=4.85', D-24" — — SAN DIMAS CA 91773 TELEPHONE. 800 427-2000 COMM. ( ) 24 20 SAWCUT, REMOVE AND REPLACE PORTION OF EXISTING STREET SECTION 1 LS D. GENERAL TELEPHONE 2J 2e E 2 AS NEEDED TO CONSTRUCT PROPOSED FACILITIES. 585—A NORTH MOUNTAIN AVENUE TELEPHONE: 800 483-3000 �_ \� 27 33 UPLAND, CA 91786f� �� Y�' \ u \f 30 � f 32WAY ------ - / KENYON PARK — '—a — � >sCAlET�O' THIS PROJECT WILL DISRUPT EXISTING LANDSCAPE AND IRRIGATION MAINTENANCE AREAS. PRIOR TO CONSTRUCTION, A JOINT NOTICE T 0 CONTRACTORS SHEET INDEX INSPECTION AND DOCUMENTATION OF THE EXISTING AREAS REFERENCE DRAWINGS CONDITION SHALL OCCUR WITH THE CONTRACTOR, CITY INSPECTOR AND A CITY MAINTENANCE REPRESENTATIVE. AT THIS POINT, THE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR 1 . TITLE SHEET CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES — MAINTENANCE OF THE EXISTING LANDSCAPING AREAS AS SO NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR 118 6 D DOCUMENTED. THE EXISTING AREAS IRRIGATION SYSTEM SHALL BE 2. PLAN AND PROFILE IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RELOCATED AS NEEDED AND ANY DAMAGED LANDSCAPING REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. A FOLLOW—UP BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO INSPECTION OF THE EXISTING AREAS CONDITION IS REQUIRED PRIOR WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, TO THE CITY'S ACCEPTANCE. AFTER SAID FOLLOW—UP INSPECTION AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED THE DEVELOPER SHALL ASSUME MAINTENANCE RESPONSIBILITY FOR UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S AN ADDITIONAL 90 DAYS MINIMUM THEREAFTER TO VERIFY cm ESTABLISHMENT OF ANY NEW PLANT MATERIALS. AFTER WHICH A DESCR PTION OF REVISION � RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY ,E APPROVED FINAL INSPECTION WILL OCCUR PRIOR TO THE CITY ASSUMING COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND MAINTENANCE RESPONSIBILITY. AT NO POINT IS THE CONSTRUCTION SERVICE ALERT (U.S.A.) PHONE 1 -800-422-4133 TWO (2) WORKING DAYS PRIOR TO CITY 0 F RANCHO CUCAMONGA CONTRACTOR ALLOWED ACCESS TO ANY CITY IRRIGATION DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE CONTROLLER CABINET WITHOUT A REPRESENTATIVE OF THE CITY VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY BEING PRESENT. IDENTIFICATION NUMBER ISSUED BY U.S.A. TRACT MAP N0. 15797-1 AND 15797 THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE TITLE SHEET PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE STORM DRAIN IMPROVEMENT PLANS DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS APPROVED BY: �'/ �/•�/� r DATE: a7 NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS CITY ENGINEE I i � (lair1 �� ( RCE No. � 24953 INCLUDED IN THE OTHER ITEMS OF WORK. S DESIGNED BY: A _=AE] � SSC RECOMMENDED: MCmm� EN%C39NE8=8i�■ NQ. c i No 4 z DRAWN BY. CIVIL ENGINEERING LAND SURVEYING SHEET # E 3 31 00 * BB 937 SOUTH VIA LATA OF SUITE 500 CIVI ��? CHECKED BY: C i PH. 3636 CA FAX 909) 793-0108 DRAWING No. F OF CA�� ' CC/CITY1612-D CHRIS D. 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I 1cp ---- ------------ ---------- ------------ -e" ------------- -------- - ----- ------ VA - - ----- -- --------- 44 -------------------- 77T II-L I D)� - ------ ------- --- 777 --------- ----------- ------------ ---------_- -:_ I __ ___ - - I - 7 -----L, - t-11--- -------- ------ ------ ------ ---- ---------------- ------------------------------ - ------- -------- ------- ------ -- ------- ... .... . ---- ---- ........ ------ ----- ------- -4 : -P CdNgfl 5W8.89 LF 1 ---------- ------ ----------------- -------- -------; ------ --------------------- , -, - I . 1-1-1-1-111.1 1---I t - ------------- --------------- ------- ------- --------------- --------- ........ .......... �qoop --- -- -- ........ -RCP (11 4 ------ - - -- --------- ---- ----- ----- ......------ ------- --- ---- ------ ----------- -------- 247 ------ ... .... ..------ L Acp 11 -------------- ---------- 4 ----------- ------ -- ----------- ------ .......... --- ----------- ----------- ------ ------- -------- -------- ---------- ------------- ---------- ---- -- ---------------- -------- ------ ---- ------------- ------- ------- ----- - ------- ---------- ------------ ------- ---- --------- ...... - - ----- - --- -------------------4-- 6.5 ....... ------ ...... -- ----------------------- ------- ...... ----------- ------------- -4 ...... + ---------------------------- ....................... ....... ------ ------ ----------- --------.......... ------- .......... ------ I �- --- - ------ --- --------- ---------- ...... --------------- ------------ ---------- ------- ---------------- ---- ------ ---------------------- ----- ---- --- --- ------ -------- -------------- ----- ------------_-_- -------- ------ -------- ------- ------- ------------------------ ------ -------------- ------- (I 000D) ---------- ------- -- -- -- ----------------- ------ ------ ------ --------- ------ ------------ ----------------- -4�---- --------------------- --- ----- ------- ----------- --- --- ------ -------- ---------------- ------ ----- --------- -- - ----- ------- ------ ------- ---- ------- -------- --------- ...... ...... ------- -------------- ------------- 77 ......----------- ----------------------------- ...... . --------------- - --- - ----------- -------- ...... - --- --- r ---------- -------- ----------- ---- L ----------------- ------ --------- ------ --------------- ----------- -------------- ------ .......--------------- ............ --------- ----_-- --- PROFILE SCALES ----- ----- ---- ------ ---------- ---------- HORIL.: 1 40' 7-------7, ------- VER 1. 1 =4' ------------- 4 --- ------- f 4 1 t - - - i _::� :1 ...... ----------- --- -- ----- ------ --------------- ----------------- ------------ -4-------I------41.1 3+00 2+00 1+00 2+00 1+w 1+W 2+W 1+00 1+00 2+W 22+09.37 EXIST. 27' RCP EXIST. 2_�' RCP 69.00 ELEV "R"= 60.85 (TO BE REMOVED) C=12.0' 17 67.00 ELEVSr CONSTRUCTION NOTES: A 16 CONST. 2.05 LF CONSTRUCT 27" RCP (1000D). 15 12" RCP RISER CONSTRUCT 24" RCP (1 1 OOD). A EXIST. 27" RCP CONSTRUCT 24" RCP (1200D). EXIST. 27' RCP U1\11 T r-u_UNC*X* 21+74.65 PRC ru 51 11 (27- RCP) 42+33.16 ST. STA. TU)�_) I-T\ CONSTRUCT 24" RCP (1800D). -EXIST. 27 RCP 62.7± r-1\,0I (TO REMAIN) 1+18.40 LINE7A7 1+00 BC LINE!*A7 21+82.47 EXIST. 2r RCP CONSTRUCT 48" TEMPORARY CMP CATCH BASIN PER CITY STD. NO. .311 INV. 1+06.40 EC LINCI =21+90.47 EX. 2T 6 V 59.39 INV. 20 19 78+50.39 60.39 INV w 60.22 INV +OC)OO Ll 24' CP CONSTRUCT CATCH BASIN PER CITY STD. 300, W- 33', V=6.17'. N -E. 1+74.04 A-A DETAIL C -Z*, CONSTRUCT CATCH BASIN PER CITY STD. 300, W=7', V=4.77'. N.1.S. 6 34 CONSTRUCT CATCH BASIN PER CITY STD. 300, W=18', V=4.90'. 4 NE. CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307, CASE A. DETAIL A LAJ E NO. 4 PER CITY STD. 321 . SEE DETAIL HEREON u 9 33 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION, CORNER CONNECTION 4: 2% PER CITY STE. 308 ,! ! :I PE CATCH BASIN (BROOKS BOX NO. 2424 WITH H10-44 UNE 'C' 6,3, 19 PARKWAY CAST IRON GRATE) TG-69.00, BOX HEIGHT-24" 29 UNE "No (24- RCP) c 0 CONSTRUCT 12" RCP RISER (24 RCP) 30 T 7"7 11 ST. STA. c ___ r-_ON(D 2+00 CONSTRUCT BRICK AND MORTAR PLUG 1+05.63 BEG. PIPE C.L. C, +70-4.31 < C, 40 66.10 R" 32 REMOVE EXISTING 27" RCP 2+88.73 BEG. PIPE 40 5! C=4.12' -77.6 71 66 41, 4 65.82 INV. ------11 54 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. NO. 36 -24" 65.67 ELEV. "S" Tc K STA 1 66 17 15 A=45*, B=24", C=4.85', D 13 3*78-37 11 L. .+ 2 00 c B.- '��'S7- 27- SAWCU7, REMOVE AND REPLACE PORTION OF EXISTING STREET SECTION )0 0i 1+293 LJNI -A' - 1 - 2+83.12 LINE "A7 /7 A 60 ILITIES. 573�09" =1+00 LINE "Er 6 1+28.-, 13 7 UNE Er =1+00 LINE "C" 2 -D- (24" RCP) 1+10-65 0 AIL Ll STA UNE W C. 54. EXIST 2r RCF, 1+04.84 BE PIPE (27- RCP) C.a. 20 Lip 66.05 ELEV _,UNE --- --------- C 3 49' D c 65.66 ELEV." B 2+80.61 END PIPE EX. w- CITY DESCRIPTION OF REVISION DAR APPROM 65.58 INV. co + N 72 LINE Or CITY OF RANCHO CU - DETAIL B (24- RCP) TRACT NO. 15797 1+00 Bc E)OST. 24! R.C.P. :�21 90.4 78+56.64 BEG. PIPE EXI CL 2 27" SD 81.61 INV. STORM DRAIN 1+01.41 LINE "C" 1+06.26 BEG. PIPE DATA DATA 8F33 ELEV�� 81.38 INV-. IMPROVEMENT PLANS 7113+50.39 EX. 24!' RCP DEING RADIUS LEN, /D1 SI. DELIA/BEARING RADIUS LEN. /DIST. =1+00.00 LINE "C" 16* 17' 22' 22. 50 6. 40 3, 22 N 37* 07' 51 ' W 38. 26 81.32 INV. C=4.85' APPROVED BY: DATE:N 82- 47' 27- W 33. 20 N 89' 40' 00- W 63. 73 78+48.09 END PIPE INEER .A. 24953 CITY ENG RCE No. 81.21 INV. LL -m-EXW. ZC R.C.P. DESIGNED BY.- =AEJ,/ SC= RECOMMENDED: 40 23' 09' 509. 00 38. 96 19. 49 @ N 07- 52' 09- E 10. 65 BB 41 CA 2* 07' 41 ' 1991 . 00 73. 95 36. 98 45- 00' 00- 22. 50 17. 67 9. 32 II 4c:ab 0 VI EI W-= a NI 4ci=x C5 47655' 04' 22. 50 18. 82 10. 00 5 52' 09' E 4, 05 Of N DRAWN BY. CIVIL ENGINEERING - LAND SURVEYING SHEET �D 2* /00 937 SOUTH VIA LATA (D N 37' 0_7' 51 - W 11 . 79 41 BS 2 OF 2 IN 68- 19' 27' E 74, 04 + 4 4 _71 t DETAILD clvl� CHECKED BY: wg 36 FAX (909) 793-01108 DRAWING No. c CC/CITY S R L 41983 DATE 1612-D E:\132000\13211\ENGINEER\STMDRN\sht-2.DWC 1D/14/97 14:17