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HomeMy WebLinkAbout1777 CITY BENCHMARK NO. 10018 LEGEND GENERAL NOTES DESCRIPTION FD. 2" BRASS DISK IN TOP OF EAST OF SOUTH CONCRETE _ __ _ _;Al _ ____ _ END WALL OF TWIN 2 FT. ARCH CULVERT STAMPED SOUTH I SOUTH R/R R/W EXIST. CABLE TV CONDUIT R/W 66' NORTH R/W 100' NORTH R/R R/W `"� EXIST. FIRE HYDRANT "SBCS BM NO. 700-26 1968" SOUTH OF ATCHINSON, TOPEKA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO AND SANTA FE RAILWAY 0.12 MILES WEST OF ROCHESTER 41' 25' _ IES J _V RI I V . I ,NV EXIST. EDGE OF A.C. PAVEMENT CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AVENUE, 8.5 FT SOUTH OF SOUTH RAIL. EXIST. WATER METER CONSTRUCTION, CURRENT EDITION INCLUDING ITS ANNUAL SUPPLEMENTS OR YEAR LE�IELED 1987 ELEVATION = 1119.706 DATE ADJUSTED 1976 24' 17' 19' _� EXIST. CURB AND GUTTER AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR 0.5' 6 _j � ^N ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. ,f v EXIST. WATER VALVE EXIST. SANITARY SEWER 13 , LEVEL LINE 20 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, O I 20 ---_-- _ cSHOWN NOT SHOWN N THESE P M1 _ n WA METERS. VALVES, FIRE HYDRANTS ETC. S 0 OR O S O 0 ESE LANS � TER ETES - EXIST. GAS VALVE R" WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK WITHIN--____-- _----- ---- --------- -_.29.___----_ ------- hew' -- - EXIST. NON-RECLAIMABLE WASTEWATER OR IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN 2d� 4 - ___ =i_ !"� EXISTING INDUSTRIAL SEWER LINE PLACE As REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGa QTY AND SKMAGE T10N NOTES j GROUND - ? GUY WIRE/DEADMAN / - - EXIST. STORM DRAIN 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF 11 1 I P, WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING 3 EA 50 INSTALL "NO PARKING ANY TIME" (R26) SIGN ON SIGN POST PER CITY STD. PLAN 401-8. -<1 1 EXIST.T. POWER POLE FACILITIES lES RESULTING DIRECTLY R INDIRECTLY FROM HIS OPERATIONS, WHETHER OR 5 EA INSTALL "NO PARKING ANY TIME" (R26) SIGN ON STREET LIGHT POLE.METROLINK RIGHT-OF-WAY REMOVE EXIST. EXIST. GAS LINE NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. A.C. PAVEMENT - - . EXIST. TRAFFIC SIGNAL 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC 550 LF 52 PAINT 4" SKIP YELLOW CENTERLINE AND TYPE "D" MARKERS PER CITY STD. PLAN 133. 1 1 T ICAL SECTION STH fl �7 I TIENT - - = --- - - EXIST. TELEPHONE CONDUIT WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 150 Eq 53 SANDBLAST EXISTING STRIPING/ PAVEMENT MARKERS. WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. •- -"i= EXIST. CROSSWALK SIGNAL " (T.I.=7.0) N.T.S. - - w' - -- EXIST. WATER LINE 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 360 LF 54 PAINT 4 SOLID WHITE LANE LINE PER CITY STD. PIAN 133. STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 WEST EAST STREET LIGHTING BOX 5 EA 55 RELOCATE EXISTING SIGN (TYPE AS INDICATED) w R/W 50. e R/HM FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. .N B°`' `-`-- EXIST. CONTOUR ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT 14' 36' 36' 14' -'`^ ; EXIST. STREET LIGHT WARPED OR VERTICAL CURVE AREAS. 250 LF 56 PAINT 4' EDGE LINE PER CITY PLAN NO. 133. NEW PIPE LINE 6. ALL SEWER, WATER, ELECTRIC, GAS, AND PHONE LINES OR OTHER UTILITY LATERALS, 57 PROTECT IN PLACE. 0. 18' 0.13'AC , �Fi MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. , MI5. F` ? (MIN) I 3 t COLDPLANE EXIST. STORMDRAIN MANHOLE ------- PROPERTY LINE 7 EA 58 REMOVE EXISTING SIGN OR MARKERS. (0.04'-0.13') 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 0•� 28 � � FUTURE 8 EA 5s INSTALL OBJECT MARKERS (TYPE L) 13 ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE EXIST. SEWER MANHOLE 1' NEW FIRE HYDRANT CITY OF RANCHO CUCAMONGA A WRITTEN REPORT WITH THESE COMPACTION TESTS II 3 Z LEVEL LINE � SIDEWALK cM"F{ 2 EA 60 INSTALL W57 SIGN AND OBJECT MARKER TYPE N-i PER CITY STD. PLAN 130 29 0 2% ,�- SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT 2•"/MI1J 7_ 2 Zx 3.5x �',----'" - -- Jr ===== EXIST. VAULT E3 NEW WATER METER OF BASE MATERIALS AND/OR SURFACING. 3 EA 61 INSTALL W-6 SPEED LIMIT SIGN (SPEED PER PLMI) 2:1 /� _ "=_� -"- --- 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 3 EA 62 INSTALL W-5 SIGN ON SIGN POST PER CITY STD. PLAN NO. 401.8. hcOP� /i L4' FUTURE ._ EXIST. SIGN NEW WATER VALVE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, 770 63 PAINT 4' DOUBLE SOLID YELLOW LANE uNE PER CTIY STD. PLAN 133. PAVEMENT �RE OIL CONTENT, AND GRADATION OF ASPHALT PAVING. 21 ,� PAVEMENT CURB do GUTTER 140 LF 64 PAINT 12' SOLID WHITE AT 45' AT 30' ON CENTER LANE LINE PER CITY STD. PLAN 133. 11 ( ; TREE d NEW THRUST BLOCK 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 70 LF 65 PAINT B SOLID WHITE LANE LINE PER CITY STD. PLAN 133. Q NEW SEWER MANHOLE R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. TYPICAL SECTION ROCHESTER AVENUE EXIST. TRAFFIC SIGNAL BOX 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS -- ABBREVIATIONS• O NEW SEWER CLEAN OUT TAKEN TO DETERMINE STRUCTURAL SECTIONS. (T.I.=9.0) N.T.S. - -_-- c EXIST. GAS METER NEW CATCH BASIN 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A A.B. -AGGREGATE BASE VB ® ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS A.C. -ASPHALT CONCRETE EXIST. MAIL BOX NEW STORM DRAIN PIPE WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE SHEET 2 � - - - B.C.R. -BEGINNING OF CURB RETURN Tvu FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.B.W. -BACK OF WALK _ EXIST. TELEPHONE MANHOLE 3 CONSTRUCTION NOTES BUBBLE -- - ---��-_- 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANT ---> _ --_'_ _-__ ____s =••�-•�� t�=�--" QTY CONSTRUCTION NOTES C.L.F. CHAIN LINK FENCE REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY - - C.I.P. -CAST IRON PIPE X 'a`4 sq EXIST. GRADE ELEVATION PROPOSED CONTOUR APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH o0) ----------- `---"---------C.B. -CATCH BASIN PRIOR TO PAVING. r` 31,160 SF 1 REMOVE EXISTING AC PAVEMENT. FINAL AC COURSE (0.13' MIN) I -- 664 LF 2 REMOVE EXISTING AC BERM. -CENTERLINE PROPOSED STREET LIGHT z 1 l C.F. -CURB FACE 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE NEW ASPHALT CONCRETE do AGGREGATE BASE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN 3 EA 3 REMOVE EXISTING GUARD POST. E.C.R. -END OF CURB RETURN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF p3 Et 1 EA 4 RELOCATE EXISTING POWER POLE AND GUY ANCHOR. (0.00) -EXISTING ELEVATION COLDPLANE EXISTING AC PAVEMENT WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE w E.P. -EDGE OF PAVEMENT OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. w 4 EA 5 REMOVE EXISTING DRIVEWAY. - XI TIN EXIST. E S G 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE _ _ _ _ - _ W 7 EA 6 REMOVE EXISTING TRAFFIC SIGNS. F.H. -FIRE HYDRANT CONSTRUCTED AT EACH INTERSECTION. DAYTON 3 EA 7 ADJUST TO GRADE. F.G. -FINISH GRADE 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY 8 PROTECT IN PLACE. F.S. -FINISH SURFACE FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. INDEX MAP F.F. -FINISH FLOOR UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE 118 LF 9 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. F.L. -FLOW LINE CITY ENGINEER FOR APPROVAL. SCALE 1"=400' 1 EA 10 RELOCATE EXISTING MAIL BOX. G.B. -GRADE BREAK 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, H.C. -HANDICAP CONSTRUCTION NOTES FOR STREET TREESORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST O 1,310 LF 11 CONSTRUCT 8" (A2-8) CURB AND GUTTER PER CITY OF RANCHO • OF THE INSPECTOR. CUCAMONGA STD PLAN. 104. H -HEIGHT OF RETAINING FOOTHILj H.P. -HIGH POINT 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. S Q 287 LF 12 CONSTRUCT 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: ARROW ROUTE CUCAMONGA STD.. BARRIER (D1-8) PER CITY OF RANCHO PLAN 104. I.E.U.A. -INLAND EMPIRE UTILITIES AGENCY STANDARD PLANS. 2,110 SF INV. -INVERT A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818)969-7911 13 CONSTRUCT 4' SIDEWALK PER CITY OF RANCHO CUCAMONGA MR. BOB STALLINGS 8TH ST. w 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC STD. PLAN 101-C AND 103. L.S. -LANDSCAPING FOR BASE LINE ROAD CONSTRUCTION CC 0 SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY ffm0 3,530 SF 14 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO L.P. -LOW POINT UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL w w CUCAMONGA STD PLAN 101-C SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. B. GENERAL TELEPHONE 1-800-483-3000 0 6TH ST. 2 EA CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO M.H. -MANHOLE 15 C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES L CUCAMONGA STD PLAN 107-C. N.G. -NATURAL GRADE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY w Q 00 216 N. EUCLID AVENUE 1-800-427-2000 COMM. Q � N.R.W. -NON-RECLAIMABLE WASTEWATER THE ENGINEERING DIVISION. 6TH ST. m 1 EA` 16 CONSTRUCT CATCHBASIN ( W PER PLAN) PER CITY OF ONTARIO, CA 91762 w < Last Update: 8/21 01 RANCHO CUCAMONGA STD. PLAN 300. P.V.C. -POLYVINYLCHLORIDE 4. STREET TREES SHALL BE PLANTED PER PUBLIC IMPROVEMENT PLANS z x = 1i P / / 1 P.P. -POWER POLE ONLY. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 Y v L 0 2071 ST01 .dwg EA 17 CONSTRUCT LOCAL DEPRESSION, CASE B PER CITY OF 0- -PROPERTY LINE 9641 SAN BERNARDINO ROAD 4TH ST. & cn RANCHO CUCAMONGA STD PLAN 307. PKWY DRAIN -PARKWAY DRAIN RANCHO CUCAMONGA, CA 91730 -n- 1 EA 1 g CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN R/W -RIGHT OF WAY STREET TREE QUANTITIES E. METROPOLITAN WATER DISTRICT (909) 593-7474 YoFESSkj�r PER CITY OF RANCH CUCAMONGA STD PLAN 328. R -RATE OF GRADE MIN. GROW 700 N. MORENO AVENUE 360 SF 19 CONSTRUCT FULL DEPTH AC PAVEMENT. R.C.P. -REINFORCED CONCRETE PIPE SYMBOL STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY LA VERNE, CA 91750 SAN BERNARDINO FRWY t0 000 cy9 � CS- 24,134 SF 0 CONSTRUCT 4" AC PAVEMENT OVER 4" AB (8TH ST) ST.LT. -STREET LIGHTO LAGERSTROEMIA WHITE CRAPE 15 GAL F. COMCAST (909) 983-9895 c = y S = -SLOPE TH STREET INDICA X FAURIEI MYRTLE HYBRID 3' 20' O.C. OR 24" 13 1205 DUPONT ST. (PORTION OF RED HILL) AIRPORT DR. R.C.E. N0. 43293 8,025 SF 21 CONSTRUCT 5" AC PAVEMENT OVER 6" AB (ROCHESTER AVE) S.D. -STORM DRAIN 'NATCHEZ BOX ONTARIO, CA 91762 u" Exp 3-31-04 30 LF ©2 CONSTRUCT 24" RCP STORM DRAIN PIPE, D-1500. S.F. -SQUARE FEET AFRICAN SUMAC P 20' O.C. 15 GAL G. MARKS CABLEVISION (909) 987-6275 � ROCHESTER AVE. RHUS LANCE:A TREE 5 FORMAL 9 F O IN LUMEN HPV R LIGHT SCE TO T.C. -TOP OF CURB 10808 Foothill Blvd X120 (909) 880-0222 I//C/N/TY MAP �F 2 EA Q STALL 9500 LU E S STREET LG BY RANCHO CUCAMONGA, CA 91730 _ BE COORDINATED BY DEVELOPER (ROCHESTER) WITH R26(S) SIGN T.S. -TOP OF CONCRETE SLAB ROCHESTER AVE. BRACHYCHITON BOTTLE TREE 5' 25 O.C. 15 GAL 3 - N.T.S. 4 � (ON-SITE BEHIND R/W) POPULNEUS INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE TO T.R. -TOP OF RAIL CURVILINEAR SIDEWALK NOTES: BE COORDINATED BY DEVELOPER (8TH ST.) WITH R26 SIGN. T.G. -TOP OF GRATE CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD. DING NO.114 25 EA ©5 PLANT STREET TREE PER CITY OF RANCHO CUCAMONGA TOP -TOP OF SLOPE THE GENERAL LINE AND GRADE SHALL BE AS SHOWN ON THE STREET IMPROVEMENT PLAN. STD PLAN AND NOTES ON SHEET 1. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD 5 EA Q RELOCATE EXISTING STREET NAME SIGN. TOE -TOE OF SLOPE - AND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS APPROVED BY THE I GoLI�jrRbG1 ORIM( +�pPIeDF1G+t P GE1Y FG . sT�. Pia IN-A. ; T.B. -TOP OF BERM PUBLIC WORKS INPECTOR AND ENGINEERING AND LANDSCAPE ARCHITECT PRIOR TO FINAL 2 EA ©7 TRANS PAD -TRANSFORMER PAD CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HRS _ f^-6vt4rj&00 a w - zi k0_ZCwo 6/w) PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR CHANGES ARE PROPOSED TO 32 it 21,611 SF ©8 CONSTRUCT FINAL AC COURSE OF (CAP) 0.13' MIN. TO C/L THE CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF RED-LINED PLANS SHOWING THE SHEET INDEX PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HRS NOTICE IS GIVEN K�_(Ie:,Ev Lf'�1�I4"CDNf1�GTioN DRW(B (Z6gJ (,T}1I .15S 3�28�dL 4,710 SF 29 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO TO THE CITY INSPECTION DIVISION. CUCAMONGA STD PLAN 114 AND 103. SEE NOTES ON SHEET 1. HOLD HARMLESS INDEMNIFICATION CLAUSE: PROJECT DESCRIPTION 3 02 DESCRIPTION OF REVISION G�. DATE APPROVED 1 EA 30 CONSTRUCT MONOLITHIC CONNECTION PER CITY OF RANCHO APPROVED BY: DEVELOPER: CUCAMONGA STD PLAN 308. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE SHT. NO. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1 TITLE SHEET CITY OF RANCHO CUCAMONGA 8,005 SF 31 COLD PLANE EXISTING AC PAVEMENT. CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE 2 8TH STREET - STREET IMPROVEMENT PLAN AND PROFILE ✓�� dt 8123/cl 15 EA 32 INSTALL PILLBOX No. 5. DEFEND TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL STREET IMPROVEME/11T PLANS DEFEND, INDEMNIFY, AND HOLD THE CITY OF RANCHO CUCAMONGA, THE OWNER, AND CIVIL ENGINEER FOR I.E.U.A. DATE OPUS WEST CORPORATION 850 LF 33 INSTALL 2" DIA. CONDUIT TRAFFIC SIGNAL INTERCONNECT THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, 3 ROCHESTER AVE - STREET IMPROVEMENT PLAN AND PROFILE BEHIND CURB. IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING INLAND EMPIRE 2020 MAIN STREET, SUITE 800 FOR FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 4 SIGNING AND STRIPING - 8TH STREET AND ROCHESTER BLVD, IRVINE, CA 92614 ENGINEER. .,F;. UTILITIES AGENCY TEL: 949 622-1950 DR 00-59 EXISTING UNDERGROUND STRUCTURES: 5 I.E.U.A. STANDARD DRAWINGS-MANHOLE DETAILS LOCATION MAILING ADDRESS FAX: (949) 622-1951 ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC 9400 Cherry Avenue, Building A Post Office Box 697 8THST AND ROCHEVERA RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. Fontana, California 92335 Rancho Cucamonga . WN ACCEPTING THESE P R PROCEEDING WITH THE Telephone (909) 357-0241 California 91730 THE OWNER, BY ACCE G ESE LAMS 0 OCEEDI E IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE APPROVED BY: DATE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTT-NCE OF LEGAL DESCRIPTION: S0ILS ENGINEER: ' UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON o IIJJ nftrgtppo lLJ1 n CITY ENGINEER �// f R.C.E. 0. 24953 PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ORE IMPORTANT NOTICE N 0 R CAL ENGINEERING RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE SECTION 4216/4217 OF THE GOVERNMENT ©� 6 Q p DESIGN PLANS PREPARED BY: REC 9110 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN CODE REQUIRES A DIG ALERT IDENTIFICATION Call: TOLL FREE CR/RT r/ AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS NUMBER BE ISSUED BEFORE A A PORTION OF PARCEL .T OF PARCEL MAP NO. 1298, IN THE CITY OF RANCHO 10641 HUMBOLT STREET THIEVES ENGINEERING, INC RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES PERMIT TO EXCAVATE" WILL BE VALID 1-800 CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS CONCERNED BEFORE STARTING WORK. FOR YOUR DIG ALERT I.D. NUMBER CALL AIS _A RECORDED IN BOOK 13 OF PARCEL MAPS, PAGE 5, RECORDS OF LOS ALAMITOS, CA 90720 DRAWN RRA ��VIEGW AVENUE E�Nc sHEET NOTICE TO CONTRACTOR: UNDERGROUND SERVICE ALERT "7 `800SAID COUNTY TOGETHER WITH A PORTION OF LOT .34, ACCORDING TO MAP TEL: (562) 799-9469 RT digyl, C11 FORNW oos3s TOLL FREE t-800-227-2600 OF ROCHESTER, IN THE CITY OF RANCHO CUCAMONGq, COUNTY OF SAN � PM.h14 t 1t FAX(714)'S21-4173 OF 4 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL TWO WORKING DAYS BEFORE YOU DIG TWO WORKING DAYS BEFORE YOU DIG BERNARDINO, STATE OF CALIFORNIA, AS RECORDED IN BOOK 9 OF MAPS, FAX: (562) 799-9459 CHECKED ' 00, R,C.E �. 43� DRAWING No. REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF wow. PAGE 20, RECORDS OF SAID COUNTY. HIA oATE FNE 1 777 IEUA DRa WJAJ& A/0. D -3318-1 PROJECT SHEET N0. 1 OF 5 i I , { t - 1 _. __ ___ _-_�- . _ CITY BENCHMARK NO. 10018 __ _ ? I t ---�- DESCRIPTION " _ _ _ . -_- _ -- _. _ -_ _-_ __.. _ __._. _ _ _ -_- -- -_-- _ - - - _- _ -_. -- _ -- _-.-_ _- __-- _-- _ _-_ - _ _ FD. 2 BRASS DISK IN TOP OF EAST OF SOUTH CONCRETE END WALL OF TWIN 2 FT. ARCH CULVERT STAMPED __ r-AP111W SURF LT "SBCS BM N0. 700-26 1968" SOUTH OF ATCHINSON, TOPEKA - - { t ___. .__._ `. _ ._ __ _____ - __ __ _ ._._ _, _ ; , ._.,__ _ _._ _._ __ _ ._. __. ____i ._ __ . _. __ _- __ AND SANTA FE RAILWAY 0.12 MILES WEST OF ROCHESTER _ _ _ __ __- _. __ ____ __' .._. _ __..- top AVENUE, 8.5 FT SOUTH OF SOUTH RAIL. _ _ --., - -- - ' $ 'TOP OF CURB j I � � Ab BA�2Rf� _J - -�- ' - 4Q -- -- - __ __ r"'___ _._ ' ___ _ x 1�Ei4R LEVELED 1987 ELEVATION 1119.706 DATE ADJUSTED 1976 - 1 - -+ _ - - -- - - - - - - - - - - - P-4 �_ _ 1 - --- - - -- _. ; - - I � ; _ - - - - -- - - - -- - - - - - - SQA 77UW/IIbTL� .0 n I i 1 1 i 4 :. o _. a_,_ v;__. ; . . _.i__ �t M JL 1-1F `r co �? m ' I I i i vm i 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT G I v ip , 1 i I I O i } i I f I 1 Q 1 i r { ; __-. _-- _. ___. ___ _ _ -�--- ._ _._ .._' _ � I SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE UTILITIES AGENCY 1 I I I } U , n i ! r ) , I i M + 1� { I C,' t 4 T� f j i� } t � THE CITY OF RANCH CUCAMONGA 0 COCA 0 GA AND THE STANDARSPECIFICATIONS 1 ! _ D � � t- d � _. .t . .t . 1 _- _ ..__ -__ ._. } .__ _-!`- • _k cd _. _.._ . . . _ .._. . . _ __.. _ _-_ < _ _ _ _ ._ __- _ _ _ .. . __. -__ ' .__ .._ _ _-. - _ _ FOR PUBLIC WORKCONSTRUCTION } } � � I � � .} .1 t � •� ) � � r. 1 � � � t ; � _ _ _ _ _ S (LATEST EDITION) AND I.E.U.A. STANDARD ! r z I I ; - .••y s c� f STANDARD DETAIL SHEET OF THIS PLN SET SHTS. No.7 & 8 AS APPROPRIATE. _4 _..- 4_ __ .- TA - ` 1 _ � � _ -__ _ _ _...� _ . _ _. -_ __. _ _._.�_ _ _.__ _ 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL v� t FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY _ RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING - S�IRFACE AT �/L i I t DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT - .1.____-_________-1____ _ _ _ -- -�_ _ R'FAC£ !t EL _ _ t ; ;.. _--_ _ - _ SHOWN ON THESE PLANS. *9U _._- --_ -- - '_,. - 1-_- - - _- .-_ - + __. -- - - -- 3 REMOVED OR RELOCATEDWITNINATHTM ARDIREC�ION OF THEEENAGIR EER. BE h� OBSTRUCTIONS BE o b I y I UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. .. -. _ - _ _ tt i- $ } - - - t CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD 41.4 N = o _ + i ` SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. i .. �--- - i + iO i + ;00 i ' L LL- i o m i + -1-- --- --- --- , t 66 R.C.P. _. ___ _._ . __ _ _ � I 4. UTILITY UNE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT t I 2 { I < I ! I oo i < -' fi _ _' ; j LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE _. ,. . -._.. __-- - --__ _-_ } { � � ---._*+ } � .._-� � .,� � ._..�+� __.� M _�_ _._. ._}. �.._ - _ ..�_- - _ _ _-_ -- ' -�- -�- _ .� - CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. I N t I I ' I r� I } ''- I �o ! # cn ! t FOR PUBLIC WORKS CONSTRUCTION. I ox __ 6T_ L 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY _ - - t t t SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR t } 1 t I t } 3} m _ __ _ _.._ _._ _. = - _ SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFELY. j � ---- __-- ; _ _ _ __ _. Pal STA12+p5.Ob ___. __ ___: __ -- --. _ .__ ._. I � PR P. OP OF ICU � } � �j ! � � � } PYI EL.�V11 15.83 i n; �� � • z � i t � �; _"�- - � --" - 6. CALL UNDERGROUND SERVICE ALERT (800-422-4133) FOR UNDERGROUND _ _ _ -__L___ -_ I_. _ _ _ _ _.-_ _-__ __ __ .__ _- _ _ __.. .__.. _ - 7 LOCATIONS 48 HOURS BEFORE DIG. { 1 IIJN I r? I _ SW _ r J - , M. 4, t- } R SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48 HRS ' THE CONTRALTOPRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY z _. + -- THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECS. o I- _ Ifl _p•p2FOR PUBLIC WORKS CONSTRUCTION # j N ; O r �U ,� i ; i i i ; Q iN 'N z, 41' i j f Q I i M - a cd r. o I i g rn cv } o - a.- I . THE ; _ 8 4 4 _ - __ __ _._ _ _. - ESHALL RENEW OR REPLACE ANY EXISTING TRAFFIC '_S r �- 1 � � t y .� � f � � � tib } � � _. _ _�-. _ __. .-_. ..._ _.. _. _ __ _ .. .- . _-. � _ ..._. -_-- -- - - - � ---. _-� ._..'.. -'. -.' �-$ _ _. _�.. _ _�f � - s . -.I---. .�-' _}.. .. Q�. ..�_.. - - }} ii C� � C `- r + m 1 .of 1 j jo o �I ,' a STRIPING AND/OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS z: _ (_ ._ __ __. -_._-____--_._ . ._: _.__ -_ t __ __-_ __ - _ _-- _ _- ._ ____� -__ _ _-.1- _ nY . -__ ,nl _� , ca ! _ _ HAVE BEEN EITHER REMOVED OR THEEFFECTIVENESS F _ gT, { t rt $ a o a r 0 WHICH HAS r I N N N N N N 111 °' Q Oi i H i ir- H } n BEEN REDUCED. RENEWAL OF IPI � � r- � ,� } � � m� 1 �. � �,�I �, �� � �,;� E L 0STR NG do MARKINGS SHALL t � � � �. � , � � �" i t -a , BE DONE IN CONFORMANCE WITH SECTION 1 - { tQ r; � SEC 0 3 0 5.6 OF THE STANDARD I I I �UC L.F i ' . { i N 0. 1F. } _ _ , _1 - _�_ _ . _ __ to i _ _, ._ _ _ __, -_ _-_- _ __ _ __ _. __ -_- ___- -� ---j __ - _-_ -,, . -_ - » SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.P., l� 24 R.C.P.,i D-A j 9. ALL SEWER MAIN H ' S SHALL BE BELL AND SPIGOT EXTRA STRENGTH VITRIFIED _1___$ DJ410� _ _.- I O, j I } } CLAY PIPE (VCP) SEWER PIPE UNLESS OTHERWISE NOTED ON THE PLANS. ! � 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION 11� AND ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY AND OBTAIN APPROVAL PPV El 15.36 PROFILE SCALE: I LAT A B . OF THE DESIGN ENGINEER AND IUEA OF ANY VARIATION FROM DESIGN. ___. .__.. _-_. .._.._ ._._ _.__ _..__ _-._ _..... _.._ __..- ___-. ___. __ - _.. __... -_-_ -___ ._-__.. ____ __ _. _ _._ ..___ _._ ._,. _._- _-- _--- -- __.-. __- - _ _ ___. _._.. __ _ _ -_ 1" = 40' H0� CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY LE t i I- I I { vElt'1'. - 1` 4' tttl UNTIL AFTER THE ISSUANCE OF A PERMIT BY I.E.U.A. TO ALLOW THE CONSTRUCTION AND ALSO AFTER A PRE-CONSTRUCTION CONFERENCE TO BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION. 16+ 15+ 00 14+00 13+ 12+00 11 +00 l O+O O CONSTRUCTION NOTES 12. IN ADDITION, I.E.U.A. AND THE CITY OF RANCHO CUCAMONGA SHALL BE NOTIFIED A 1 REMOVE EXISTING AC PAVEMENT. MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY I.E.U.A. 2 REMOVE EXISTING AC BERM. AND/OR CITY OF RANCHO CUCAMONGA. LEC ND 3 REMOVE EXISTING GUARD POST. 13. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. 4 RELOCATE EXISTING POWER POLE AND GUY ANCHOR. COLD PLANE EXISTING AC PAVEMENT 14. THE CONTRACTOR SHALT SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL 5 REMOVE EXISTING DRIVEWAY. SAFETY PERMIT TO I.E.U.A. AND TO THE CITY OF RANCHO CUCAMONGA. ��/L' / � FINAL AC COURSE (0.13' MIN) 6 REMOVE EXISTING TRAFFIC SIGNS. 15. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY NEW ASPHALT CONCRETE AND AGGREGATE BASE . .U.A. I GINNING OF THE CONSTRUCTION. 7 ADJUST TO GRADE. 8 PROTECT IN PLACE. 16. UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY SEWER LINES AND PRESSURE WATER TEST FOR THE PRESSURIZED PIPELINES 9 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. SHALL BE PERFORMED IN CONFORMANCE WITH SECTION 306-1.4. OF THE ( , L, - -- - - -- L_ - - - - - -- _ _ 10 RELOCATE EXISTING MAIL BOX. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. - 11 CONSTRUCT 8" (A2-8) CURB AND GUTTER PER CITY OF RANCHO gjo CUCAMONGA STD PLAN. 104. - - - - a to 8 12 CONSTRUCT 8" AC BARRIER (D1-8) PER CITY OF RANCHO I 8 8 z RR R/W O CUCAMONGA STD. PIAN 104. I 1s _ N w A.T. AND S.F. - "' I= 04 z V=5.50'• 18 18D zN w _ 13 CONSTRUCT 4' SIDEWALK PER CITY OF RANCHO CUCAMONGA j n M m I z� i� 17 r- 7 �� g U oo� - STD. PLAN 101-C AND 103. " ' , - Im o - - - 3 _ - ` __ t°N' M a o 4 Z + 14 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO - - ri0 N i n I< o I �' 0 0 - v' - +I a, m CROSS FALL VARIES cool �n o o U o m +* ?z a, o o _ CUCAMONGA STD PLAN 101-C + :U NN _ _ +� 3 1t ---- Im +z a;n m w 3 Z -- z N -J ,N < �_�`� °c�`r c�i �_ "� -z Q CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO { C0 1 3 rn m g <a Q 15 ,cS \ o +z ``� to z 3 a w. M O <F-• ,.�L rn s it o r 2� o>i � U101 m <� b, +IIU �� g a o O Z : g z c Z < 0 S z o I v'} ',O <' o z N N �c.� N I� + N < NIU VAC BERM TRANSITION vl CUCAMONGA STD PLAN 107-C. S� /� �p/Yf p� U-j w 0 0 NI N W N = = Q U O 0 O Z c/I O 2 -w Z Ili( \ OFESS cNo <M~w z o< m; _ N'u N< U 22 vi �''' 22 11 x 'I w m 16 CONSTRUCT CATCHBASIN ( W PER PLAN) PER CITY OF Qc ►0 vi v~i o c`n°rn <! '- I w w n a o a 3 I-ri vi z x - O + U N o °� I �`'w p N ' ` w w 12 - - - RANCHO CUCAMONGA STD. PLAN 300. t°1 o-`O O w 1 rn`°;� x x N I \a 1116.08 TC o z- - m - - _ - ______ -- _ - =�T' ► )- 17 CONSTRUCT LOCAL DEPRESSION, CASE 8 PER CITY OF 1 1 Y� » U _- -1 1 15.41 FL - 11$.93 T_0, 11 88.33 FS O RANCHO CUCAMONGA STD PLAN 307. 1_11i . OTC 111 .26 ES___4- ` * I R.C.E. N0. 43293 1 - _ --- - - ='-- - now,_ ' 1116.-2.3Ft- 18 CONSTRUCT PIPE CONNECTION TO EXISTING STORM DRAIN - -- - -- - = - - - N // ' (P` Exp. 3-31-04 Q `P.�; :_ \\ _- _-- - 10 '- PER CITY OF RANCH CUCAMONGA STD PLAN 328. 4 SAWCUT do JOIN _ _ _ - -- - _ - - I -- w , \_ -1---- 34 T- + 2 I` - --- $ `- _ 1'�� -GONG. C1 V 1 / �. � - � r a CONSTRUCT FULL DEPTH AC PAVEMENT. � � Rl- DGE OFDFCA --- - ---rt c0 �, Updaft.8/27/01 - r - - F1 AVEMENT CONSTRUCT 4" AC PAVEMENT OVER 4" 8 T 1STD2.ewq -Tr 0 F - - - _ _ GONG. CONSTRUCT 5" AC PAVEMENT OVER 6" A Q 3 _.; •_;,...� .,; 111 t07 FS >> a i-- t' - � � - � � M ` � it 111 fi 2 21 C B (ROCHESTER AVE) FS � - 1-117. OTC " A " ` 25 1117.20 F'S (lN f'SII�}Hf _ \$ � - e o vl 22 CONSTRUCT 24" RCP STORM DRAIN PIPE, D-1500. t NRW (ILv 11 i u t -- 2 +-- $' co d . � � "I °° JOIN EXIST / _ a II � " 0 ( g'' yAWIuT�� � a 23 INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE TO 13 _ uS' ;'i o N v o N a. rn,. `_° ' �i�3 N AC DRIVEWAY -1_ �t�, W'� g O g '� d 25 - - +i �I Nw X; ± _ +! CON�If i BE COORDINATED BY DEVELOPER (ROCHESTER) WITH R26(S) SIGN m n m RIGHT OF WAY co + N' N + / �� rn U U N tr VMt rn F-�� ,moi �-I� +, N �,, �� o xlo- COIN �Xly1 I 24 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE TO t JOIN13 ,��� +, rnian 3 X10 �a $ U �Im �/ w:a of rn� g 8 8 �cnwi W N; �'v n,N co W - O 10 PLCS <I 30 < 30 < STA 25+80 _ 13 0 3 0 r''m I�Ir I�In Q g 25 -' �� v~i < O <I d BE COORDINATED BY DEVELOPER (8TH ST.) WITH R26 SIGN. D� ti 3 9�.S-3 Lng Am ftTyr.) 11111 TC a o + N 25 PLANT STREET TREE PER CITY OF RANCHO CUCAMONGA �111T ' i - �' �'' < � d�� � W' 24 16 W=3.50' 14 � � ~' - CROSS-_FALl VARIES � STD PLAN AND NOTES ON SHEET 1. a�-�' 4,116,r �cT �` G0H40T�f�jt7�wc_RcwgtTw C714"G 31281oz a < ~ 25 a ^ a, ''' Icy 3 17 V=5.50 i Z 26 RELOCATE EXISTING STREET NAME SIGN. 3�"�I�- �µG�' APPROVED I I a � L01+ 24 4 8�< - DESCRIPTION OF REVISION DATE CRY N 24 8TH S 1 � a 27 CONSTRUCT MODIFIED DRIVEWAY JOIN EXISTING GRADE IL i1 i W o a W R 28 CONSTRUCT FINAL AC COURSE OF (CAP) 0.13' MIN. TO C/L CITY OF RANCHO CUCAMONGA 1 I i 29 CONSTRUCT CURVILINEAR SIDEWALK PER CITY OF RANCHO CUCAMONGA STD PLAN 114 AND 103. SEE NOTES ON SHEET 1. STREET IMPROI/EMEIVT PLANS 1 v6vXv CO�� ova 30 CONSTRUCT MONOLITHIC CONNECTION PER CITY OF RANCHO P N� fF-EtF �umip � CUCAMONGA STD PLAN 308. FOR 31 COLD PLANE EXISTING AC PAVEMENT. DR 00-.59 r - 32 INSTALL PULLBOX No. 5. 8th STREET L ' 33 INSTALL 2" DIA. CONDUIT TRAFFIC SIGNAL INTERCONNECT BUFFALO O CURVE TABLE BEHIND CURB. STA 9+49.64 TO STA. 16+31.91 DELTA RADIUS LENGTH TANGENT APPROVED BY: DATE C' AVENUE A 8740'10" 50.00' 76.51' 48.01' CITY ENGINEER C R.C.E. 0. 24953 SEE BUFFALO STREET IMPROVEMENT PLANS B 90.00;00" 20.00, 31.42, 20.00' DESIGN PLANS PREPARED BY: RECOMM C 1'31 47 102.00 2.72 1.36 CR/RT PER CITY DRAWING N0, 793 SHEET 3,4,&6 0 20 40 80 120 D 88'59'42" 20.00' 31.07' 19.65' APPROVED BY: INLAND EMPIRE ]l-IIENES ENGINEER/NG, INC -UTILITIES AGENCY DRAWN CML ENGINEERING • LAND SURVEYING SHEET 16800 VALLEY VIEW AVENUE SCALE:1 "=40' �" � Docs 2 0 RT u MI)521 CALIFORNIA 90638 S� LOCATION MAILING ADDRESS PH.(714�21- 1 FAX(714)521-4173 OF CML ENGINEER FOR I.E.U.A. '� 9400 Cherry Avenue. Building A Fest Office Box 697 CHECKED C.E. No. 43293 DRAWING NO. Fontana, California 92335 Rancho Cucamonga, California 91730 Telephone (909) 357-0241 HIADATE /Z7�D/ Np 1 777 --� I,t!`U,A D14AWNN6 MO. 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GE:O=M AMC 1/0 �p Nt saw W,� ; 6'� C\2 T4 7-� mol os* 4" IK 7- 4; _71. imp aNv jgaQ2_�mop, 4 _6,0 74 7 X .4 ol N lo, M 7� 1.7 t j, io: 83us w owl -)a 7 '60 t L (W'601 00 00*6zz �Plsr 00*o0+6z4 1% P <1 '10 4�p _00*00+GZ 100100t z fts L"qo L IL 0-'!7--- 4 t U) + <) �4 C4 t -90 *SO I (zq -7 _77-7-7— .7 T 10000+4N P45 -3 > `7 0,40 t'L ANI -7 o !NM laissm:) j/ ANI '90 t 00*04+ Z� VIS r 301 7-+ T T 00-11" S S 6o, 00�00+9ZZ M uj 0 7 16**�., Do. M VIS s 6e. *01.1 7dg()Cot + R*gz+!;z 00 41+7- 010,00+9zz �Dls 0&00+QZZ 04S 7,1 A44 4 I L�ZO L 360 T =Ak A(" oo s z Z, Is 4aum 0 + C14 - 7 Y/or C) 7 0 Lot ------f.4 00 R+RZ 06. +*zz ols 0. 3 C9 .7 -7 CQ 4 L c 0 .47 04 0 4 7 1..1 = NOTE: i MANHOLE FRAME & COVER SHALL BE ALHAMBRA y ` .•SPIGOTS . 4 BILL . ALTERNATE LETTER FOUNDRY TYPE A-1252 OR LONG BEACH IRON --_---- LOCATION WORKS TYPE X-106 B OR APPROVED EQUAL. T—RIB 1 . 19 1 T—RIB FRAME & COVER SHALL BE BITUMINOUS COATED r J� 11/2" LETTERS AND WEIGH A MINIMUM OF 430 LBS. THE COVER ALTERNATE GROUND SURFACE ONLY IF +� 1 " WELD STRIP LAP IN 6"X 9" BOX SHALL HAVE TWO PICK HOLES. _ I_ MANHOLE IS SPECIFIED TO BE BURIED 12" T—LOCK EACH SIDE O`F JOINT IEUA 12" AS ��i—iii 3000 P.S.I. CONCRETE L4" JOINT STRIP 3000 P.S.I. CONCRETE REQUIRED 12" STREET SURFACE TYPE P- 1 JOINT y 2 � 1 ` ' •SPI y 4 BALL � --� 12" 12 12" T 1. . I T—RIB . , 30" CLEAR OPENING ALTERNATE LETTER I 1—III—III—I _ _iii=iii=iii= _ 1/2" MIN. OVERLAP LOCATION CEMENT � • =iii=iii=iii= — • MORTAR _� I I " I I —� •• CEMENT I �I I—I I <y.: ` T—LOCK SPECIAL 4" EACH SIDE OF JOINT TOP VIEW '—' — ASPHALT 12 ASPHALT PAPER MORTAR SPIGOT �:ti BLL _ PAPER WRAPPED TT RIB —�. . ti F T—RIB FLAT WELD STRIP COVER DETAIL ROADWAY SHOULDER OPEN FIELD ROADWAY - " WELD STRIP TYPE P-3 JOINT IT—LOCK TYPE P-2 INT 1/2"2MIN. OVERLAP ENTRANCE SHAFT DETAILS. FIE JOINTS FOR T- LOCK LINED PIPE NO SCALE NO SCALE SEE ENTRANCE SHAFT 6 7 DETAILS HEREON k ' 0 : rl.,. 7 6 ..k == I _ 21 /8 k k . 25/ » 3/ ,,, u " _ _ __ _ -2311 2 EACH - 2' I FIELD113/4. 8 4 3 LEVELING i� = ii-���= — B DIA. � I „ k . FIELD RINGS AS T=iii=� LENGTHS VCP I I 11 /��_ - ii- �-- � .� ��y. _ ii=� _ I MORTAR . 4 k .• 4 - /4 � 1 /4 1 REQUIRED— —� C'�— B DIA. Z = EXITING MANHOLE I MORTAR 12" MAX., iit_i—Tk I —0—� 1 :3 MIX 6" MIN. —' � . . ENTRANCE SHAFT I 1 „ 1 .3 MIX .k LOCATION AS DIRECTED I 1 /4 k.J BY THE ENGINEER I 3 » 4 " . .. A o . I ,� . . 2 � 4 I.. I /4 4 k 4 2 k 11 . ALTERNATE A ° A 3 Y PRECAST /4 21 /2 » 2 / CONCRETE �� • k 21 /4 2 I `) MANHOLE — — — �'�'O�P 4 . INLET — — k 4 k k �.. - - - � - I - - , ����, - • M . H . WALL M . H . WALL ALL SHELVES TO . KEY WAY DETAIL FOR 5' OR KEY WAY DETAIL FOR 6' OR 4Lr'- HAVE COARSE— a . ° LESS DIAMETER MANHOLES GREATER DIAMETER MANHOLES » " . . . BROOM FINISH � I • I ° 16 OR 32 " NO SCALE NO SCALE RINGS TO SEE MANHOLE D I I MAKE UP �•' DIMENSIONAL DATA I I REQUIRED DEPTH I D D i l l 2 EAC H — 2' PIPE NOTE _ _4 LENGTHS VCP INV•, ERT ELEVATIONS ASI ENTERING MANHOLE MANHOLE DIMENSIONAL DATA SLOPE DIA SHOWN ON PLAN AND MANHOLE SHELF "�. TYPE A B C D E PIPE DIAMETER 1/2/FT. PROFILE. DIAMETER 2 MIN. PLAN 48" REINFORCED 36" 30" 5" 41/8" 6'-0"+ PIPE DIAMETERS ..' TO 21 • ` of NOTES » „ » » » , » » �_�_--� ___ _•_•_ ` • , . • . .° . • 48 REINFORCED 36 30 6 6 6 —0 + * 24 �> » PIPE DIAMETERS . a VARIABLE 1 . PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS 60 REINFORCED 36 30 6 6 7 -0 + 27" TO 39" •• rOF A S.T.M. C478 AND BE DESIGNED FOR AASHTO H2O 3000 P.S.I. 1 p 9" MIN. • LOADING. 60" REINFORCED 36" 30" 6" 6" ' 7 -0"+ * 42" CONCRETE ' • • 72" REINFORCED 36" 30" 6" 6" 8'-0"+ PIPE DIAMETERS BASE 2. MATERIALS, EMBEDMENT, PLACEMENT, AND COMPACTION OF 45 & GREATER E GRANULAR EMBEDMENT AND COMPACTED BACKFILL WILL CONFORM * IF CONNECTIONS AND TEES ARE REQUIRED, USE NEXT HIGHER TO THE AGENCY'S STANDARD SPECIFICATIONS FOR PIPE BEDDING DIAMETER MANHOLE. SECTION A-A AND TRENCH BACKFILL. ** WHERE 30" OPENING IS NOT POSSIBLE, USE CONCENTRIC COVER, ALHAMBRA FOUNDRY TYPE A- 1325 OR EQUIVALENT. I E U A STANDARD SEWER MANHOLE WITH ECCENTRIC CONE. DIMENSIONAL TABLE NO SCALE Lost Updatr.e/10/01 2071 ST05.dwg S- SHEET N0. cluINLAND EMPIRE UTILITIES AGENCY* ThleneS Eng1�ee��ng, /17C. Designed APPROVED BY: AS SHOWN 8TH STREET AND ROCHESTER AVE — DR 00-59 1 OF 1 o CML EMINEER/NG It LAND SURVEWNG � � iown moo, Is am *A Municipal Water District PROJECT NO. CW01704 PROJECT NO. o 16800 VALLEY VIEW AVENUE Drown 2 1997 T.W. A.O. BEDDING MATERIAL CHANGED PER RMA — STD. DET. ✓ inch on original drawing. If CWO,I 704 e1i LA M/RADA, CAL/FORMA 90638 SHT. COWERTED TO TWO SHEETS NOT one Inch on this sheet, Lmmm GRANULAR MATERIAL CHANGED TO CAREFULLY PLACED ager Of Engineering And adjust wales accordingly. 9400 Cherry Avenue, Building A Post Office Box 697 STANDARD DETAILS _ ® PH(714)521-4811 FAX(714)521-417.T Checked 1 1995 T.W. N.C. UNWASHEQ SAND _ JETrED Construction ManagementFontana, California 92335 Rancho Cucamonga, Colifomia 91730 DRAWING NO. ` ops REV. N0. DATE BY APRVD DESCRIPTION 0 - 1 Telephone (909) 357-0241 SHEET 1 OF 1 — MANHOLE DETAILS D 33/8-3 -4 ) 7 7 7 PROJECT SHEET No. 5 OF 5