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HomeMy WebLinkAbout2311-DN LINE A LAT A- INDEX MAP SCALE 1" =100' :m I 'L 4 A 191 ZAN 10 11 A 1 :1 NOILTA R WT 12 Ll 10 N WAN O&S AL GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, INCLUDING ITS ANNUAL SUPPLIMENTS AND AMMENOMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER 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 THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SWILL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB —GRADE ELEVATION AND AT NOT MORE THAN 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. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB — GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING. 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 GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R— VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R —VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OR A ROCKY MATERIAL THE SUB —GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB —GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB — GRADE, A SOILS STERILANT REGISTERED BY THE EPA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 —A AND 401 -8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SWILL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROVIDED ARE THE FOLLOWING: A. SOUTHERN CALIFORNIA EDISON (909)357 -6231 7951 REDWOOD FONTANA, CA 92336 B. VERIZON (909)469 -6340 C. SOUTHERN CALIFORNIA GAS COMPANY (909)335 -7583 P.O. BOX 3003 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET RANCHO CUCAMONGA CA 91730 E. CHARTER COMMUNICATIONS 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 92407 18. USE BEVELED PIPE FOR 22.5' & 45' RADIUS BENDS. (909)880 -0220 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PRO- TECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL OIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. DIAL BEFORE YOU DIG T13LL FREE A PUBLIC SERVICE BY 1 CONSTRUCT 18" RCP 2000 —D _ - - -_ ------------ - - - - -- 63 LF 2 CONSTRUCT 24" RCP 2000— D - - - -_ ------------ - - - - -- 17 LF 3 CONSTRUCT 30" RCP 2000 —D - -_ -- ---------- -- - - -- 200 LF SAFETY RESPONSIBILITY 4 CURB OPENING CATCH BASIN WITH LOCAL DEPRESSION PER CITY STD PLAN 300 & 307. 'W" ER PLAN. _- ------------ - - - - -_ 3 EA CONTRACTOR AGREES THAT HE SWILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE O5 CONSTRUCT TEMPORARY CMP CATCH BASIN PER CITY COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THE REQUIREMENTS STD. PLAN 311. CMP DIA. 30 "_ _ _ — _ — — — — — — — — — — — — — — — — — — 1 EA SHALL APPLY CON77N000SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN © CONSTRUCT JUNCTION STRUCTURE NO. 2 TO SD PER CITY STD PLAN 331 2 EA CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 7� CONSTRUCT MANHOLE NO 4 PER CITY STD. PLAN 321. ------- - - - - -- 1 EA EXISTING UNDERGROUND STRUCTURES II II )) //� �t )J�f \\ JJ _I[�j c�U I ` T ANGLE A= 59'43', C =3.9'. OMIT MANHOLE SHAF-T THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PRO- TECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL OIGALERT AND HAVE ALL UTILITIES MARKED BEFORE DIGGING. DIAL BEFORE YOU DIG T13LL FREE A PUBLIC SERVICE BY BENCHMARK HYDRANT, EAST SIDE OF ETTNANOA AVE., 0.25 MILES NORTH OF FOOTHILL BLVD. NEXT TO P.P. fr27&58 ELEVATION: 1224.85 TEMPORARY BENCH MARK: 1' IRON PIPE 2D0'± NO. OF C INTERSECTION OF BASELINE ROAD AND ETTWANOA AVENUE, NORTH SECTION 6, T, 1S., R.6 W., S.B.B.&M. ELEVATION: 1299.56 1300 1300 1300 IN A LATERAL "A LATERAL „A -10) LINE B G HGL 1293.24 `d HGL 129146 .��� INTERIM HGL 1292.25 1315 HGL 1291.20 - - ------- - - - - -- �'- , v 7.90' 4 � -- 1290 1290 1290 luc varA sar 4 __ ULTIMATE V -3.10' 3.0 ''CFS 5 WS ELEV= - Q .7 FPS 8 12138. 5 V100 - &8 FPS 5 MR, c DATA 1315 it HYDRAULIC DATA lx Q100 -14.0 CFS 0100=14.0 CFS ti V100 -4.5 FPS it t h v100 -2s FPS ,. LtLIC DATA 1ii1�?IiAIJl � > H ... 100.4 CFS ai 0 N ., � � 100 -3.8 CFS ., ;o ., � ' � � Y100 -3.fi FPS � 0 H . •s � V100 _-2.1 FPS -� .. � ;� � , � 1280 $ r0 t�841L;o,oLTA 1280 1280 N 46.74 LIF �. 010 Lw* W1lw-28.0 CFS ,- V100 -5.7 FPS.... - cn 1 8' RCP x000 -D 24 RCP x000 -D ' �` ZO:OD if 45.22 1� 53 7.29 «, 9.28 IOi ig' RCP 2000- 0 CONSTRUCTION NOTES °+ G1} -_ Q6z cOm51,R0c r Arc a1T_ r�S'1'AIL 41E ixso1.1,,;� EXISTING STORM DRAIN PER PROVIM 09&JkM6 113CtAV TO MATUk arTCAA. DWG. 1357 -D SHEET 16 1315 �' S 155:62 LF sd' RCP 2000 -n 1 CONSTRUCT 18" RCP 2000 -D 4425 >F a u a W 4 2 CONSTRUCT 24 RCP 2000 -D 0 RCP 20OD -D PROFILE SCALES J FUTURE R/W 3 CONSTRUCT 30" RCP 2000 -D 1 " =40' HORIZONTAL W INTERIM R/W AND TRACT BOUNDARY 1 " =4' VERTICAL Lzi 4 CURB OPENING CATCH BASIN WITH LOCAL DEPRESSION PER 10 11 12 10 11 6 7 --- it UT 4M3 2j 44.98' U 1+45.50 Sw -STA Ei»e OF aITUk AT w ®ERIYI• RoLo PRor -tLs ELEUAT1OM OM1'CAG 06tm Awf..* L21Tckk, � d 3, LtPStR� '14" TIAICK PtG DNTICA LAT 11-2' 1 1 J =b" DOu3NStREAI+e qav M 33 ONSS'os'orE I o � + w� `�` 20.64' I RG D 1 CGtk ;� 10 +58.43 ST. STA. �� �O SGA� Z 1 $ 010 Lw* Rocks Dena 1 < MI 3' W=7* 22.50 45.22 I 7.29 45.00 9.28 CONSTRUCTION NOTES °+ G1} -_ Q6z cOm51,R0c r Arc a1T_ r�S'1'AIL 41E ixso1.1,,;� EXISTING STORM DRAIN PER PROVIM 09&JkM6 113CtAV TO MATUk arTCAA. DWG. 1357 -D SHEET 16 O NO'0552" 20.00' 8 �' S 6u 1 CONSTRUCT 18" RCP 2000 -D � a u a W 4 2 CONSTRUCT 24 RCP 2000 -D 32 J FUTURE R/W 3 CONSTRUCT 30" RCP 2000 -D SUNNYSIDE PLACE W INTERIM R/W AND TRACT BOUNDARY Lzi 4 CURB OPENING CATCH BASIN WITH LOCAL DEPRESSION PER c Uj CITY STD PLAN 300 & 307. "W" PER PLAN. cr O5 CONSTRUCT TEMPORARY CMP CATCH BASIN PER CITY CID 1 N N 6 FUTURE CURB $ STD. PLAN 311. CMP DIA. 30" © CONSTRUCT JUNCTION STRUCTURE N0. 2 TO SD PER CITY STD PLAN 331 ��o" 3 i it �� - / + O7 CONSTRUCT MANHOLE NO 4 PER CITY STD. PLAN 321. i ANGLE A= 59'43', C =3.9'. OMIT MANHOLE SHAFT - -- --- - - ---- - -+� O 1W j - SHELBY PLACE' =i; NO9'23'4,CE 60.30' 011 +68.11 CL INTERSECTION W LAT A -207 Eli _ =10 +00.00 LAT A -2 �(S}r - 1 12 +15.12 LINE A N D 30 RCP --- it UT 4M3 2j 44.98' U 1+45.50 Sw -STA Ei»e OF aITUk AT w ®ERIYI• RoLo PRor -tLs ELEUAT1OM OM1'CAG 06tm Awf..* L21Tckk, � d 3, LtPStR� '14" TIAICK PtG DNTICA LAT 11-2' 1 1 J =b" DOu3NStREAI+e qav M 33 ONSS'os'orE I o � + w� `�` 20.64' I RG D 1 CGtk ;� 10 +58.43 ST. STA. �� �O SGA� Z 1 $ 010 Lw* Rocks Dena 1 < MI 3' W=7* 22.50 45.22 I 7.29 45.00 9.28 °+ �+ O NO'0552" 20.00' 8 0c: 6u � W 4 32 J SUNNYSIDE PLACE W m 31 Curve Table Curve # Lw* Rocks Dena C2 17.76 22.50 45.22 C11 7.29 45.00 9.28 40' 80' 120' 160' ,• 2" 3" a SCALE 1"=40' Roosp 1( - piTi.N Nmv pgTAcu_ y -� DESCRIPTION OF REVISION CITY OF RANCHO CUCAMONGA PLAN AND PROFILE TR. 18806 STORM DRAIN IMPROVEMENT PLAN SEAL ROW 2011- 00,562 LINE "A" & LINE "8" APPROVED BY '= DATE QROFESSr CITY ENGINEER '_ ` RICE NO. 53672 DESIGN JTT HIE LM /(A 1�T REC E E H ''t9yy T1F_T1�T4c_ff j j jLyj �J N No. 25742 m iNF_F_12S Exp. 12 -31 -13 DRAWN GT 221 S GLASSEU ST ORANGE, CA 92666 SHEET * CIVIL �* (714) 744--9700 FAX (714) 744 -9312 2 OF 2 9rFor CAUF� CHECKED RICE NO. 25742 DRAWING NO. ATE 12 -12 -11 FILE NO. 23 11-10 PROJFCT SHFF1 NO.