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HomeMy WebLinkAbout1857 BASE uNE ROADCITY OF RANCHO CUCAMONGA GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC COUNTY OF - SAN B E R N A R D I N 0 , CALIFORNIA WORKS CONSTRUCTION- CURRENT EDITI❑N. 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, ;o v, WATER METER, VALVES, FIRE HYDRANTS, ETC, SHOWN OR NOT SHOWN ON THESE ti� QSTREET PLAN 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 hyo PROJECT SITE REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 2 'lc D 7sZ zQ FOR R 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING o V') ( PR�vATE /NE� FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER Q Q o+o o CONNECT 18" R.C.P."TO EXISTING OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. t` 004. A PERMIT HA BTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING CATCH BASIN WITH J.S. No. 3 PER TRACT NE I SHALL BE ❑ i < < CITY OF RANCHO CUCAMONGA DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF FOOrHIZZ BOOL ARD N V) STD. PLAN No. 332 RANCHO CUCAMONGA EASEMENT OR RIGHT-❑F-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 - - - - - - - - - - - CONST, NOTES & ESTIMATE O F QUANTITIES OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITI❑NAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL ~ 7'� 1 CURVE AREAS, VICINITY MAP11 DESCRIPTION QUANTITY 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. Nrs gitl= ld CONST. 5' ASPHALT CONCRETE PAVEMENT OVER 6' COMPACTED 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING DETAIL _ 4S.F. ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST AGGREGATE BASE, PER CITY STD. 100 A 5,1 6 S TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION CONNECTION ❑ 18 " R,C ,P, TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE CONST, 8' CURB AND 24' GUTTER PER CITY STD. NO. 104 A2-8. . . . . . . . . . . . 342.6 L.F. PLACEMENT OF BASE MATERIALS AND/OR SURFACING. TO EXISTING CATCH BASINAT THE COMPLETION OF PAVING, A MATERIAL REPORT SHALL BE SUBMITTED TO CONST, 4 P.C.C. SIDEWALK PER CITY STDS. 1,388 S.F. 8 THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY EAST SIDE CARNELIAN STREET ,�,� CONST. 16000 LUMEN H.P.S. VAPOR STREET LIGHT PAID FOR BY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING, DEVELOPER AND INSTALLED BY S.C.E. CO.. . . . . . . . . . . . . . . . . . . . . . . . . . 2 EA. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED INSTALL 15 GAL STREET TREE PER TABLE HEREON 6 EA. TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. REMOVE EXISTING A.C, IMPROVEMENTS. . . . . . . . . . . . . . . . . 1,725 S.F. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) R /W R /W 11, WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH SUB-GRDEALL SHALL BE VE ND IDS 48,0' 44,0' " EXISTING SURVEY M 0 N U M E N TA TI 0 N FILLED WIDTH UDE A F NEO GRADEEMATERIAL OF AA QUALITYOBETT❑ER DTHANE THEO NATIVE MATERIAL, 6.5' 41.0. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A S❑ILS STERILANT I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF REGISTERED BY THE E,P.A, FOR USE UNDER A,C. AND P.C,C. SHALL BE UNIFORMLY 19.0' 22,0' 32.0' 12.0' RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE WIDTH PRIOR TO PAVING, 12.0' 3.01 0 i PLANS AND ARE DESCRIBED INDIVIDUALLY ON SAID PLANS. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 10.0" Z I pL CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN ITEM 0 19-01DETERMINATIONIAF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID, ANY a ITEM OF waPk R7=QUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN I J z ' �S °' DATE: ----------------- ---------------------- THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER J I AVT : L.S. LOREN C. PHILLIPS ITEMS OF WORK. W o I c a LICENSE NO------------- 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. D I 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY 2.001 1 ^ w I FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING DURING n a .� _ _ C) N � PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF C❑NSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY .00% 2.00 I - -_ - - - _- - - - - � I 7 0' R.C.E. OR L.S. SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. o I �gZC THE CORNER RECORD FILED BY A QUALIFIED WITH THE COUNTY 8" CURB ONLY SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, . o EXIST. A.C. RESET THAT MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE ORDERLY STATE, THROUGHOUT CONSTRUCTION, SITE SHALL BE CLEANED UPON PER CITY STD. \ PAVEMENT �4.4Fy PROVIDED TO THE CITY. SUBMITTED TREQUESTED OO THE CITY ENGINEER FOR APPROVAL. DWG. NO. 104 `---REMOVE EXIST. A.C. FS X31 PVMT. & PCC CURB o^ GF 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING UTILITY COMPANIES 8" P.C.C. CONCRETE WITH PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. WIREMESH ON 6"(MIN.) CONSTRUCT 5" A.C. PAVEMENT CLASS II A.B. ON 6" COMPACTED AGGREGATE BASE (MINIMUM ) __ THE COUNTY SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE TYPICAL SECTION PROJECT SHALL BE PROVIDED TO THE CITY. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: STA 81 + 55. 12 TO 83 +67 ,85 0 Cr A. CUCAMONGA COUNTY WATER DISTRICT T , I , = 8,O - ~ U - 9641 SAN BERNADIN❑ ROAD `�' RANCHO CUCAMONGA, CA 91730 (714) 987-2591 a C STRUCTION NOTES FOR BEET TREES: B. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT _ = o MR. BOB STALLINGS - FOR BASE LINE CONSTRUCTION (818) 969-7911 R /W R /W = 3 oo a CN 1. ALL STREET EES ARE TO BE P NTED IN ACCORDANCE WITH CITY C METROPOLITAN WATER DISTRICT m p STANDARD PLA 0. 510. P.O. BOX 54513 (714) 593-7474 = v ~ M as LOS ANGELES, CA 90054 EXT. 6461 VARIES 44' TO 48' 44.0' zo uj >o 0 2. ALL STREET TRESS SH E PLANTED AND STAKED ACCORDING TO CITY VARIES 7' MIN TO 22' MAX = STANDARD PLANS NOS. 0 ND 505, AS PROXIMITY TO HARDSCAPE VARIES 0.0'-19.0' 22.0' 32.0' 12.0' - DICTATES. NOTE: UNDERGROUND ALERT CONTACTS: 0.5' GENERAL TELEPHONE 6.5' VARIES 2.0'-11.0' 3.0' I 3. PRIOR TO THE C MENCEMENT OF A PLANTING, AN AGRONOMIC SOILS SO. CALIFORNIA EDIS❑N REPORT SHAL BE FURNISHED TO THE CI INSPECTOR. ANY UNUSUAL S0. CALIFORNIA GAS COMPANY VARIES 0.0'-9,0' 6 I TOXICITIES NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL CABLE COMPANY 19.0' 74 74 ;FCO �� AMENDM TS, AS DETERMINED BY THE CITY INSO�GTOR. I z I 1 �� J _ 4. ALL REET TREES ARE SUBJECT TO INSPECTION AND CEPTANCE BY I c J IT TH ENGINEERING DIVISION. REMOVE EXIST. A.C. W a ; ��� 5. TREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT ANS PVMT, & PCC CURB 2% o ONLY. No. DESCRIPTION OF REVISION DATE A PITY ROVE 2,00% I rn a 3 o vt - - 0 2.00, - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ �gF � o��, STREET TREE TABLE 44 CI TY OF RANCH © CUCAMONGA- 0 s s" CURB ONLY o ' - - �2. y TRACT 15783 JOHN H. COLLISTER to QTY BOTANICAL COMMON SIZE w A I PER CITY STD. EXIST. N PAVEMENT DWG. N0. 104 NAME NAME � Na 12764 5 EUCALYPTUS RED IRONBARK 15 GAL * E� 3-31-05 CARNELIANSTREET (V SIDEROXILON 'ROSEA' CIVIL 8" P C.C. CONCRETE WITH CD FROM VIVERO ST. TO CAME DEL PRADO v> CD WIREMESH ON 6"(MIN.) CONSTRUCT 5" A.C. PAVEMENTC 1 , OF C CLASS II . 00 BENCH MARK F 00 N A. ON 6" COMPACTED AGGREGATE BASE (MINIMUM ) ° 8� TITLE SHEET 1�,o CF F�' o BM NO. 10048 ELEV. : 1302.317 APPROVED BY: DATE: PLANS PREPARED BY: � �- v 2" BRASS DISK IN TOP OF CURB BRIDGE WALL OVER Loren Phillips & Associates, Inc CITY ENGINEER j �''� R.C.E. N0. 24953 C> CUCAMONGA CREEK FLOOD CONTROL CHANNEL STAMPED 22632 Golden Springs Drive Ste. 230 DESIGN RECOMMENDED - TYPICAL SECTION W. C . RAMP DETAIL. "CITY OF RANCHO CUCAMONGA BM 10048 1987" AT Diamond Bar, Co. 91 765 L.P. 0 SOUTHWEST CORNER OF CARNELIAN STREET AND RED HILL (909) 396-9636 �' SPECIAL DESIGN S DRAWN SHEET , i STA 8 3 +6 7 .85 T O 8 4 + 4 7 . 1 COUNTRY CLUB DRIVE, 75 FT. WEST OF CENTERLINE OF104 RCE No. f�7�� H.S. OF 3 SHEETS Y T1 = 8.O SCALE: 1" = 4' CARNELIAN STREET. PRE RED BY: CHECKED DRAW I G NO. � a o Q ter- DATE: � � 6� J.C. i (V ra j��+ sk>ce� i o i . _ - ' _ - -. _ - - - - ._ _ - _ - _» _ . .. _ _ _ , __. _ - - - . . -.__. - -__ - __.. _ - _ .. _« _ ._ _ -_ _ _ - - - - . . - _ r - - 0 I N H ARK B M c� J E C -- ___ -- - -- -- - -- - - -- ------ -- - - _ - - - - - _ , -- - - + - - --__ _ � -- - - -1 - - - + + +_�_� _ +--- �. - + - +._��- - �_ - - + + +� --._ + + � � � �---�_ � + � � � + � � �� � � � �� .-� �-. ARNEL � -� ;- - � . � . yr � � +� + -} - + -+- � -+- -�-- - O - - ���.� -+- -� -+ - - _-+ � � - _- - - - - c0 o / BM NO. 1 04$ EV. 302.317 vi SEE STREET. ,p + � "' - - +_. - - � — - - -- - - _ -- T _ + 00 t_ (\I < _r OTSK M TMIDF` tVRtR 8RTDGE OVER + .-1. / +In 0 00 I + 0 / / 8Y -CITY. 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A.C. PAVMT. 3" A.C. THICK dt 4- -III! � "1 Z `n z ( I O STD. PLAN 104 TYPE (A2-8). O COMPACTED AGGREGATE BASE M o t8 a U W � U a a J<II � (t i o 2U CONSTRUCT 8" CURB PER CITY OF RANCHO CUCAMONGA RIGHT— OF— WAY CURVE DATA co in � I � a: rn <Z ,07 <yr a_ N, w STD. PLAN # 104 TYPE (A1-8) + U + Z a O � w o `� U 3 I W I- i I O © O 6o ti1 �w � i I- to Z w m k' 0 o a U 7, I� ® CONSTRUCT 7' SIDEWALK PER CITY OF RANCHO CUCAMONGA F J L 9,� ,4 N a m °p w C14N a U� o Q U o o U a STD. PLAN # 101 -B �=01'06'23" A=01'39'09" A=00'58'24" ZS=11'28'42" w �' o + z ~ m �' 0 M =1 0` I 05 CONSTRUCT BUS BAY- RIGHT TURN LANE PER CITY OF RANCHO R=1251.0 R=250.0 R=1244.00' R=100.0 a. z e W o W W o a W Uj W 0 mO m W 7 m z CUCAMONGA STD. 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TO CALLE DEL PRADO ST. -+J O i!1 I m O i i / Z = In 3 - j ill Ilr /� IlI I / OUZ W 0N3 U 13 � C1' `� STREET PLAN 0 o co c6 z _-i SCALE 1" = 40' 1 � _S `-) 2 Q Ln I- MARCH 31, 2000 19 ESSIOk-4< PLANS PREPARED BY: APPROVED BY: - ' - DATE: � � ` '_ o o ° Ftic/ CITY ENGINEER T LD N Loren Phillips & Associates, Inc L�� f�, I/ ' r c. � R.C.E. N0. 24953 JOHN H. COLLISTER � o 22632 Golden Springs Rd. Suite #230 DESIGN RECO DED 11-1 o GRAPHIC SCALE a -) 40 0 20 40 so * "°. 12�a4 Diamond Bar, Co. 91765 L.P. CD EXP. 3-31-05 x co (909) 396-9636 a_ CV AIIIIIIIIIIIIIIIIIi s�, CIVIL ��� DRAWN HEET 2 Y a ( IN FEET ) q of civ JOHN H. COLLISTER RCE No. 12764 H S OF 3 SHEETS ✓) 1 inch 40 ft. PR A BY: CHECKED DRAWING N0. 0 cls - ;n DATE:SJ.C. 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(1395) h°� a�,A o ( 40 ) °P° � ( 40 ) P o 1 5 1 5 ,� ( 40 ) ( 40 ) (1380) (1380) (1385) �, ���Aon ! k6�� _ . �� �ti (1385) I i t o� , 1390 �Gy 161�� ACIJ�� m ��� (0� _ (1390) ( ) `' " 1400 �' M ��� t_ i _----�` �� °°. � i ah, �^ -; 1400 IL (1400) 4v ^tb (1375) (1375) (1380) (1380) 'f I .A1 �' sTA 90+ 00. 0 (1385) _ _ (1385) STA. 84+ 00. 00 (1395) STA, 8:2+ 50. 0 DESCRIPTION OF REVISION DATE CITY STA: 86 + 00. 0 APPROVE 3 STA. 88+ 50. 0 CITY OF RANCHO CU CAM ON GA TRACT NO. 15783 (1380) _I ^°j,\ai �^ �� _ �^ __ __ (1380) - --- ---, I N (1395) _,. .__ I _' �G v L _ �o _ _ . __ _ _ _ (1395) SCALE: CARNELIAN STREET t N I �o a6�0F�� ,\rbD �0122�11: `�\:\ h � 0i5 Ism � �� HORIZONTAL: 1"=40' CD �; (1385) (1385) � ,� FROM VIVERO ST. TO DEL PRADO ST. o VERTICAL: 1"=4' CROSS SECTIONS O N APPROVED BY: DATE: /L" r I � (1375) _ _ _ _ __ . _ _ (1375) I PLANS PREPARED BY: v t� fi (1390) : _I _ _ _ ...__...... (1390) QRpFEss+q�q� (_L'f C� �/, ���(X R.C.E. N0. 24953 Loren Phillips & Associates, Inc CITY ENGINEER �� i RECOMM DED of ' 1380 22632 Golden Springs Drive Suite 230 DESIGN J3+ 00. 0 ( ) yoHN H. COLLISTER Diamond Bar, Co. 91765 L.P.STA. No 1264 (909) 396-9636 DRAWN SHtET 3 [Z O EXP 3-31-05 H.S. i STA. 86 + 50. 0 OF 3 SHEETS Y STA. 84+ 17. 19 CIVIL JOHN H. COLLISTER RCE No. 12764 ;n Q '�T �Fd� PREPA D BY: CHECKED DRAWING N0. � Q OF cP� DATE: Of`D G,� J.C. 185Z . i a fro j c-� 6 h e e 4 3 6-�