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HomeMy WebLinkAbout2044 STREET, STORM DRAIN , STRIPING AND SIGNING IMPROVEMENT PLANS FOR 8TH - --�uOTHILL �6"6� BLVC STREET DRC 200400428 Lj W 01 CONSTRUC11ON NOTES z w w w \ 13,859 SF 1 REMOVE EXISTING AC PAVEMENT. Lj GENIMIAL NOTES S�il!�iG AND S 1 HPIM NOTES- SEWER GENERAL CONSTRUCTION NOTE:G: OE.UA LEGENDa ARROW a ROUTE a \ 6 EA 2 REMOVE EXISTING TELEPHONE POLE AND UNDERGROUND TELEPHONE LINE. - 1. ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTALLATION 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THE PROJECT 2 EA 3 ADJUST TO GRADE EXISTING STORM DRAIN MANHOLE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO THEREOF SHALL CONFORM TO THE CALTRANS SIGN SPECIFICATIONS, TRAFFIC �� �H EXIST. FIRE HYDRANT CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SPECIFICATIONS AS APPROVED BY THE INLAND EMPIRE UTILITIES AGENCY, W EXIST. WATER METER 9TH STREET 2 EA 4 ADJUST TO GRADE EXISTING SEWER MANHOLE PER IEUA STD. ON SHEET 5. CONSTRUCTION, CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OR MANUAL AND MAINTENANCE MANUAL. REGULATORY AND WARNING SIGNS SHALL THE CITY OF RANCHO CUCAMONGA AND THE STANDARD SPECIFICATIONS AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR BE MINIMUM 30" ON LOCAL RESIDENTIAL ROADWAYS AND MINIMUM 36" FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND I.E.U.A. STANDARD 5 PROTECT IN PLACE. ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. ELSEWHERE. STANDARD DETAIL SHEET OF THIS PLAN SET (SHTS. No. 5) AS APPROPRIATE. 0 w EXIST. WATER VALVE 8TH STREET 2 EA 6 REMOVE & REPLACE EXISTING CONCRETE DRIVEWAY. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 2. NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL GAS V. WATER METERS, VALVES, O EXIST. GAS VALVE l 380 LF 7 CONSTRUCT CONCRETE CURB (VARIABLE HEIGHT). FIRE HYDRANTS ETC. SHOWN OR NOT SHOWN ON THESE PLANS NON-PERFORATED UNISTRUT POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 9ff E �-" �T I WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK SIGN POSTS SHALL BE 2"X2" AND OF SUFFICIENT LENGTH TO EXTEND FROM RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING / 220 SF 8 COLD PLANE EXISTING AC PAVEMENT. IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN THE TOP OF THE SIGN (S) TO BETWEEN 6 AND 8 INCHES INTO THE ANCHOR DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT GUY WIRE/DEADMAN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. SLEEVE AND PROVIDE 7 FEET CLEARANCE BETWEEN FINISHED GRADE AND THE SHOWN ON THESE PLANS. PP 6TH STREET / 220 SF 9 CONSTRUCT AC OVERLAY (1" MIN.). 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF BOTTOM OF THE SIGN (S). THE ANCHOR SLEEVE SHALL EXTEND I OR 2 INCHES � EXIST. POWER POLE 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE � Q -� 660 LF 10 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. NO. 104 (A2-8). WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING I OR 2 INCHES ABOVE FINISHED GRADE AND SHALL BE 2-1/4" x 2-1/4" .1 EXIST. TRAFFIC SIGNAL Q � FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR REMOVED OR RELOCATED AT THE DIRECTION OF THE ENGINEER. r z o BY 30" LONG. POSTS SHALL BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING \ `` Q m w 2,680 SF 11 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. NO. 103. NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. z - s O CORNER BOLTS OF TWO UNISTRUT DRIVE RIVETS AT RIGHT ANGLES TO EACH •moi EXIST. CROSSWALK SIGNAL > OTHER. ATTACH SIGNS TO POST USING THE DRIVE RIVETS OF OTHER CITY CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD = Q =' " " 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC APPROVED TECHNIQUES. INSTALL R26, R26 (S) AND NEIGHBORHOOD WATCH SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. o STREET LIGHTING BOX 4TH STREET 34,202 SIF 12 CONSTRUCT 4 (MIN) AC OVER 4 (MIN) AB (TI=7.0). SEE GENERAL NOTES 9 AND 10. WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION SIGNS E GREEN "U" CHANNEL POSTS. 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. _�'`r EXIST. STREET LIGHT 23 LF 13 CONSTRUCT STREET WOOD BARRICADE PER CITY STD. N0. 131-A. LOCATED IN THE FIELD UNLESS OTHERWISE NOTED ON THE PLAN. THE T�_ 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 3. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD FOR PUBLIC WORKS CONSTRUCTION. SDMH 2 EA14 CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY PER CITY STD. N0. 101, TYPE C. (R=12') FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING EXIST. STORMDRAIN MANHOLE �� MAP ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT PROVISIONS: 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SMH 15 NOT USED WARPED OR VERTICAL CURVE AREAS. SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR EXIST. SEWER MANHOLE - 6. ALL SEWER, WATER, ELECTRIC, GAS, AND PHONE LINES OR OTHER UTILITY LATERALS, A. PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. VLT 16 NOT USED MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. MARKINGS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, r 7 EXIST. VAULT TRAFFIC MANUAL, MAINTENANCE MANUAL AND CITY STANDARD DRAWING 6. CALL UNDERGROUND SERVICE ALERT (800-422-4133) FOR UNDERGROUND L J 35 LF 17 CONSTRUCT GRAVITY WALL PER DETAIL ON SHEET 3. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 133 PAGE 1 UNLESS OTHERWISE NOTED. PAVEMENT LEGENDS SHALL LOCATIONS 48 HOURS BEFORE DIG. _ ` EXIST. SIGN ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CONFORM TO CITY OF RANCHO CUCAMONGA'S MAINTENANCE STENCILS. NEW PIPE LINE 60 LF18 CONSTRUCT 8" AC BERM (D1-8) PER CITY STD. NO. 104. CITY OF RANCHO CUCAMONGA A WRITTEN REPORT WITH THESE COMPACTION TESTS 7. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT 48-HRS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY -- PROPERTY LINE 6 EA 19 INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE TO THE PLANS SHALL BE REMOVED BY WET SAND BLASTING. OF BASE MATERIALS AND/OR SURFACING. B. EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CONFORM TO THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECS. EXIST. TREE 0 BE COORDINATED AND PAID BY OWNER.8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE NEW CATCH BASIN 18 EA 20 PLANT STREET TREE PER LEGEND AND NOTES ON SHEET 1. CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR FOR PUBLIC WORKS CONSTRUCTION. TSB 8, THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC 11 EXIST. TRAFFIC SIGNAL BOX OIL CONTENT, AND GRADATION OF ASPHALT PAVING. ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE STRIPING AND/OR PAVEMENT MARKINGS WHICH DURING HIS OPERATIONS cM - NEW STORM DRAIN PIPE 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED COMPLETENESS AND ACCURACY THEREOF TO TIE SATISFACTION OF THE HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS 0 EXIST. GAS METER CITY ENGINEER. BEEN REDUCED. RENEWAL OF PAVEMENT STRIPING & MARKINGS SHALL MB - CONSTRUCTION NOTES BUBBLE TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY El EXIST. MAIL BOX D. SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO THE REMOVAL R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. BE DONE IN CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. TMH CITY AND SIGNAGE CONSTRUCTION NOTES I 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS OF ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE r 2 EXIST. TELEPHONE MANHOLE PROPOSED CONTOUR - TAKEN TO DETERMINE STRUCTURAL SECTIONS. REMOVED PRIOR TO PAINTING NEW STRIPES, BUT IN NO CASE SHALL ANY 9. ALL SEWER MAINS SHALL BE BELL AND SPIGOT EXTRA STRENGTH VITRIFIED SELECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN CLAY PIPE (VCP) SEWER PIPE UNLESS OTHERWISE NOTED ON THE PLANS. x 1854.69 EXIST. GRADE ELEVATION PROPOSED STREET LIGHT 655 LF PAINT 4" SOLID WHITE LINE PER CITY STD. PLAN NO. 133. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS El ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS 10. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION NEW ASPHALT CONCRETE & AGGREGATE BASE 780 LF 2a PAINT 4" SKIP YELLOW CENTER LINE & TYPE "D" MARKERS PER CITY STD. PLAN N0. 133. WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE HOLD HARMLESS INDEMNIFICATION CLAUSE: AND ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY AND OBTAIN APPROVAL IEUA INLAND EMPIRE UTILITIES AGENCY FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. - OF THE DESIGN ENGINEER AND IUEA OF ANY VARIATION FROM DESIGN. REMOVE EXISTING AC PAVEMENT THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 400 LFa PAINT 4" SOLID RIGHT EDGE LINE. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANT RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 11. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED BY I.E.U.A. REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND UNTIL AFTER THE ISSUANCE OF A PERMIT BY I.E.U.A. TO ALLOW THE ------cATv------ EXIST. CABLE N CONDUIT ❑4 INSTALL "NO PARKING ANYTIME" R26 SIGN ON STREET LIGHT POLE. APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE 5 EA ( ) LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL CONSTRUCTION AND ALSO AFTER APRE-CONSTRUCTION CONFERENCE / �T - EXIST. EDGE OF A.C. PAVEMENT PRIOR TO PAVING. DEFEND, INDEMNIFY, AND HOLD THE CITY OF RANCHO CUCAMONGA, THE OWNER, AND TO BE HELD AT LEAST 1 WEEK PRIOR TO BEGINNING CONSTRUCTION. " " 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE THE PRIVATE ENGINEERS HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, - - - - - - - - EXIST. CURB AND GUTTER 4 EA 5❑ INSTALL NO PARKING ANYTIME (R26) SIGN AND POST. CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 12. IN ADDITION, I.E.U.A. AND THE CITY OF RANCHO CUCAMONGA SHALL BE NOTIFIED A FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION IN THE VICINITY s8" EXIST. SANITARY SEWER 116 LF ] PAINT STRIPING AND INSTALL MARKERS PER CITY STD. PLAN NO. 406. DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF ENGINEER. OF THE TRUNK SEWER OR ANY FACILITIES OWNED AND OPERATED BY I.E.U.A. WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE AND/OR CITY OF RANCHO CUCAMONGA. 8 150 LF ❑7 PAINT 8" WHITE CHANNELIZING LINE PER CITY STD. PLAN N0. 133. OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. EXISTING UNDERGROUND STRUCTURES: NRW EXIST. NON-RECLAIMABLE WASTEWATER OR 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE ALL UNDERGROUND UTILITIES OR STRUCTURE, REPORTED OR FOUND ON PUBLIC 13. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. INDUSTRIAL SEWER LINE 2 EA8l PAINT RIGHT TURN TYPE IV (R) ARROW PER CALTRANS STD. PLAN A24A. CONSTRUCTED AT EACH INTERSECTION. RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. 24" SD THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE 14. THE CONTRACTOR SHALL SUBMIT COPIES OF HIS DEPARTMENT OF INDUSTRIAL - _ _ - _ _ _ = EXIST. STORM DRAIN 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE SAFETY PERMIT TO I.E.U.A. AND TO THE CITY OF FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON G3" EXIST. GAS LINE QTY STORM DRAIN CONSTRUCTION NOTES CITY ENGINEER FOR APPROVAL. PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ORE 15. SHOP DRAWINGS AS REQUIRED BY THE PERMIT SHALL BE APPROVED BY RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE I.E.U.A. PRIOR TO BEGINNING OF THE CONSTRUCTION. - - - EXIST. TELEPHONE CONDUIT 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN 1 EA 40 CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY STD. PLAN NO. 330. ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S 16. UNLESS OTHERWISE APPROVED, LOW PRESSURE WATER TEST FOR THE GRAVITY - -W10- - EXIST. WATER LINE OF THE INSPECTOR. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES SEWER LINES AND PRESSURE WATER TEST FOR THE PRESSURIZED PIPELINES 3 EA 41 CONSTRUCT MANHOLE PER CITY STD. PLAN NO. 318. CONCERNED BEFORE STARTING WORK. �_i8o�` 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. SHALL BE PERFORMED IN CONFORMANCE WITH SECTION 306-1.4. OF THE STANDARD EXIST. CONTOUR 1 Eq 42 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN NO. 329. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: NOTICE TO CONTRACTOR: SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL 720 LF 43 CONSTRUCT 24" R.C.P., D-2000. REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF 8TH STREET A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818)969-7911 WORK. R�WH 1 EA 44 CONSTRUCT MONOLITHIC CONNECTION PER CITY STD. PLAN N0. 308. MR. BOB STALLINGS NORTH R/W FOR BASE LINE ROAD CONSTRUCTION �/� �1 �1�p �Y�'pc �pC EX.0/L (REC.) 66 35 LF 45 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHT. 4. B. GENERAL TELEPHONE 1-800-483-3000 ABIBRE . NATIONS- CONSTRUCTION fIUC�ON TES �7 1 TIG TREES'E� 133' I 33' 1 EA 46 CONSTRUCT CATCH BASIN PER CITY STD. NO. 300, W & V PER PLAN. C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES A.B. -AGGREGATE BASE 0.5' 14.5' _j 22' 11 1 EA 47 CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307, CASE A. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. A.C. -ASPHALT CONCRETE 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY 11.5'1 � ONTARIO, CA 91762 j EX. CROW_ N 4' I 1 EA 48 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY STD. PLAN NO. 336. B.C.R. - BEGINNING OF CURB RETURN STANDARD PLANS. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 B.W. - BACK OF WALK LINE 1 6" 9641 SAN BERNARDINO ROAD ,_ _ _____� � --a 2 EA 49 PATCH, PLUG, AND REPAIR EXIST. CHANNEL OR PIPE PER A.P.W.A. STD. C.L.F. - CHAIN LINK FENCE 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC _-_---____--__�______ 12"MIN. O PLAN NO. 381-1 ON SHEET 3. RANCHO CUCAMONGA, CA 91730 C.I.P. - CAST IRON PIPE SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY C.B. -CATCH BASIN UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL 2% 2% 2, 56 LF 50 CONSTRUCT 30" R.C.P., D-2000. E. METROPOLITAN WATER DISTRICT (909) 593-7474 CENTERLINE SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 700 N. MORENO AVENUE C.F. -CURB FACE M' IA VERNE, CA 91750 E.C.R. - END OF CURB RETURN 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY 7 -_ --------------11 _' - --_-__- F. COMCAST (909) 983-9895 0.00) -EXISTING ELEVATION THE ENGINEERING DIVISION. 1205 DUPONT ST. (PORTION OF RED HILL) E.P. - EDGE OF PAVEMENT EXISTING AC PAVEMENT 12 EXISTING 10 ONTARIO, CA 91762 EXIST. EXISTING 4. STREET TREES SHALL BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 20'1 GROUND G. MARKS CABLEVISION (909) 987-6275 F.H. -FIRE HYDRANT FTM STA. 16+70.53 TO SA. 20+50 10808 Foothill Blvd #120 (909) 880-0222 F.G. - FINISH GRADE RANCHO CUCAMONGA, CA 91730 F.S. - FINISH SURFACE SYMBOL STREET NAME BOTANICAL NAME COMMON NAME MIN GROW SPACING QTY Y r,,AL SECTK)N STH STF M7 F.F. - FINISH FLOOR SPACE NTS ROW 2004-00714 F.L. FLOW LINE � AUSTRALIAN FLAME 8TH STREET� 8TH STREET BRACHYCHITON ACERIFOLIUS TREE 5' 30' 18 � SOUTH G.B. -GRADE BREAK NORTH R/W 66� R/W CONTRACTOR SHALL MAINTAIN THE PIPELINE OPERATION DURING THE CONSTRUCTION. H.C. -HANDICAP 33' 33' DIVERSION TIME FOR THIS OPERATION IS 2 HOURS AND SHOULD BE COORDINATED WITH H LE.A.U. INSPECTOR DURING CONSTRUCTION. - HEIGHT OF RETAINING I -- H.P. - HIGH POINT EXISTING SURVEY MONUMENTATION 11.5' 3.5' 11' - --- I.E.U.A. -INLAND EMPIRE UTILITIES AGENCY I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD I 4' CONTRACTOR SHALL PUT A TEMPORARY 6" PIPE TO DIVERT FLOW AND MAKE SURE INV, - INVERT BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD " THAT NO LEAK OR SPILL DURING THIS TEMPORARY CONNECTION OR SHALL PUMP ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: - JOIN EX. 16_ TO DIVERT FLOW WITHOUT SPILLING ANY INDUSTRIAL WASTE INTO THE GROUND TO L.S. -LANDSCAPING 1.77(MIN)-3.576 CROWN LINE 12"MIN. CONTAMINATE THE SOIL. L.P. -LOW POINT _ 1.7%(MIN)-2X• 27 DESCRIPTION OF REVISION DATE APPROVED FD 1" IP W17ACK & TAG, STAMPED "RCE 14814-, DN 0.2, 0. 19' SW'L Y f '- - 2 M.H. -MANHOLE OF NE'LY COR OF R1, IN LIEU OF BEING AT .SAID COR, AS SHOWN ON JOIN EX N.G. -NATURAL GRADE PARCEL MAP NO. 10981 GIDECf TY OF RANCHO CUCAMONGA N.R.W. - NON-RECLAIMABLE WASTEWATER ® FD 1" /P W%TACK do TAG, STAMPED "RCE 14814", DN 0.2; AT NW'LY SPI LqNp P.V.C. COR OF R1, AS SHOWN ON PARCEL MAP NO. 10981 0 - X O _ 12 10 11 - POLYVINYLCHLORIDE / ���, Ty�G� P.P. - POWER POLE TITLE SHEET -PROPERTY LINE j� �,o EXISTING PKWY DRAIN - PARKWAY DRAIN `�9\m N0. 5750 EXISTING AC PAVEMENTFOR R/W - RIGHT OF WAY *`' EXP.12/31/05 20 t - GROUND DRC 2004-00428 -RATE OF GRADE _ 5 05 �' FTMSTA. 20M TO STA, 23+40 8TH 87MEFET R.C.P. - REINFORCED CONCRETE PIPE BRAN L. THIENES, LS 5756 DATED OF CA��FO 1YF'CAL SECTION 8TH STRUT /043 STR= AND STOMA DRAM � ST.LT. STREET LIGHT N1S L-\47 73ST1S 1.d" FROM 500 FT EAST OF HELLMAN TO 1280 FT WEST OF ARCHIBALD AVE S = - SLOPE S.D. --STORM DRAIN SHEET INDEX APPROVED BY: APPROVED BY: DATE � '%, - MPORTarvT No o S.F. - SQUARE FEET PROJECT BENCH MARK: o oFESS/ N)�r��r�gr�o�ll�� __ DESCRIPTION INLAND EMPIRE �� - q Fti CITY ENGINEER _ + '_� R.C.E. NO 24953_ SECTION 4216/4217 OF THE GOVERNMENT T.C. TOP OF CURB SHT. NO. ;ti� 00 t!s'y \(,j DESIGN PLANS PREPARED BY: RECOMMENDED CODE REQUIRES A DIG ALERT IDENTIFICATIONQDOI T.S. - TOP OF CONCRETE SLAB c;' ->' THIENES ENGINEERING, INC NUMBER BE ISSUED BEFORE A 1 TITLE SHEET UTILITIES AGENCY FOUNDSANSURVEYOR'S OE COUNTY SURVEYORS DRIVE PIN wrTH BRASS TAG ;_ _ __ ___ 6075 Kimball Ave Chino CA 91710 IN TOP OF WEST SIDE CONCRETE FLOOD CONTROL DITCH WEST SIDE OF \ / "PERMIT TO EXCAVATE" WILL BE VALID CR Call: TOLL EE T.G. TOP OF GRATE 2 STREET AND STORM DRAIN PLAN AND PROFILE TOP OF RAILF Telephone 909 993-1600 HELlMAN, 18 FEET WEST NC CENTERLINE OF ROL DIT AVENUE, ID FEET * zl P-7 �►L ENGINEEI�Nc . uw0 SU NG - -- --- FOR YOUR DIG ALERT I.D. NUMBER CALL ( ) R.C.E. N0. 43293 I * DRAWN j� 14349 FIRESTONE BLVD. SHEET a-- !r LIFORNIA 90638 UNDERGROUND SERVICE ALERT TOP - TOP OF SLOPE Ex . Q ' FAX(7t�521- 173 Tau FREE 1-800-277-26M 227-2600 3 STRIPING AND SIGNING PLANS NORTH OF CENTERLINE OF 8TH STREET, 39 FEET SOUTH OF SOUTH RAIL J P 3-31 _AC 1 5 TOE TOE OF SLOPE OF MAIN LINE TRACKS AND 3 FEET BELOW TRACKS. 9l C(V��- Q`� Two woRK Nc DAY` aEFORL rou DIG T.B. - TOP OF BERM 4 STORM DRAIN PLAN AND PROFILE 7-' ELEVATION = 1096.248' (NGVD '29) O CHECKED ---- - DRAWING��/�w�w� 1trMo WORKING DAYS BEFORE YOU TRANS PAD -TRANSFORMER PAD 777� vor _ollos -� & !0'aIrs F C Ao HIA HAIAG R.C.E. No. 43293 Lam`*5 I.E.U.A. SEWER MANHOLE DETAIL CIVIL ENGINEER FOR 1.E.U.A. DATE - DAT - RIABLEiHl _- _ __ I # 1 l $ J g i 1 1-766 f f f t ao �p v U , � a $ Ww 1 + + ``' + N I �t ►� N Al --L- ORTH E 4 i + + + + - I CA ^ N i i O fl N i t _ + j t ao o o r + , l �' iI i 1 + cV r o f - N - I-4-- i Od i F- F- i f CA I p l l t I N I - _.:. .-1--_�..._. N 1. �1 N °� °° _ _.� a'._..�--- L--� a'• _ -+ ' I ---- -.cv oo�p ca a� .� - .._ a' �.". _ - - _ -- ---+--._� -- A N O .. o co �. ob , a rn oo u ! d ~ o f- o - - - f + Cb N � OI , I I O I Q Z+ d s = y d � l O N r , I CA O1 d .1 � i I G o � _ . - d d - N } N nt-0•,iGi° - _ _-° R�S7. /e 1 R40.1 H 1 i l I , , ; {- t r 1 # f-t ^ do R RSD = - _ _. _ O6� 5� R R 1 t 1 f � C:, i r 4 # _.-L-.-1-. - .__-_� ((_. 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A FS O t d9$.��FS i � �,cn� / 109 .97 } /c/L - I l I 1 �� . i cy o' f b8 -- I C L 4 7 5= $ FS :8 1 r -_ 9. 8 Uw i1 f FS ,n: _ `' �,cO . II t j - 0)!C'4 - - - - El'� cr I� I I f EP I C I � I f f �, ISTINOF rn'm o�'Q; -- tin PROP -- { - 6 co `° 17 8 19 ( 20 21 2 - t a,'a, z zo o POLE S (STING Z -- r��co 12 cal �" 12 P/L o o $ w a 3 199.13 / Q �w 1097_66TC °'Irn olo N 1099•-6 STA +80.49 8TH SV 109fi.99 FS �' FS _�1098 m FS R/W d. 17 1098.9� � -� JOWINIU EXfnNG J R/W 109184 - o Z Jl o. o ( 7 AIL A097.77� J FS B M 10 j 11 J s PROP. R W 10 1 1 LL- LL- C6 L� L 65' PAVEMENT . LL_ - N Lo N U O r C _ 1'7 W ]C n e t0 O W QI (, U 't UIl[7 LM tDF� s w r` U M LA-'* c� r + 8 + c�,n Q 00- rn o N "' rn _ + ~ o' °' birn Irn play TRANSITION 00_. . . ;_;, On tUrya Oo `� J � °irn �; o 'er w VDI o °�' o 10 ^ to I I _ t . N 2 �?� �� o o O a, �I� r �� d o o d a5 L5 ►,,, a, _ Q I EXIST( G ^ o o a Ui �!> - to OPO EXISTING G EXISTING BUILDING I . ^ +i W N N T 5 N 2 2 +' - N� N BUILDING BUILDING + ^ n 19 � 2 19 19 "' `a Ni, � 2 i� 20 . ,. 19 20 � v - I d v>U N�v3 N _ 3 J 19 _ S 1 14 CON TRUCTION NOTES ----- 8TH STRE ET 1 REMOVE EXISTING AC PAVEMENT. pp�� M7y 1100.24 TB � 18 fIVW 2004-W/ 14 2 REMOVE EXISTING TELEPHONE POLE AND UNDERGROUND TELEPHONE LINE. 1099.57 FS Fl - 3 ADJUST TO GRADE EXISTING STORM DRAIN MANHOLE. I� 4 ADJUST TO GRADE EXISTING SEWER MANHOLE PER IEUA STD. ON SHEET 5. i �R/W (1098.22) 5 PROTECT IN PLACE. 13 /_FG 1• W C/L R 6 REMOVE do REPLACE EXISTING CONCRETE DRIVEWAY. A PA e ; VARIES__ 15' 7 CONSTRUCT CONCRETE CURB (VARIABLE HEIGHT). ^ 11'-18' 8 COLD PLANE EXISTING AC PAVEMENT. ^ 17 - -�-- 8. VARIES 18 DESCRIPTION OF REVISION DATE APPROVED 9 CONSTRUCT AC OVERLAY (1" MIN.). `� FROM 17 2.55'- 55'� EXIST, I 12 10 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. N0. 104 (A2-8). 1099.64 TC r 12 GRADE 3X REMOVE IXISTING AC PAVEMENT CITY OF RANCHO CUCAMONGA 1098.97 FL - - - - _ - � R�67x=2.97 �-� 1 1 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. N0. 103. - - - _ __-- _ - � NEW AC PAVEMENT STREET PLAN AND PROFILE 12 CONSTRUCT 4" (MIN) AC OVER 4" (MIN) AB (TI=7.0). SEE GENERAL NOTES 9 AND 10. 1097.09) FOR 13 CONSTRUCT STREET WOOD BARRICADE PER CITY STD. NO. 131-A. U SECTION B-B 0 20 40 80 120 COLDPLINE AND OVERLAY AC PAVEMENT DRIC 2�-W428 SECTION A-A 8TH STREET 14 CONSTRUCT MODIFIED COMMERCIAL DRIVEWAY PER CITY STD. NO. 101, TYPE C. (R=12') N.T.S. - /���� N.T.S. L-\ 73\2473ST-005 AND S 1 CM 1.lf1AW Ili/I� O � SCALE:1 =40' L:\2473\2473ST-02.dwg 15 NOT USED FROM 500 FT EAST OF HELLMAN TO 1280 FT WEST OF ARCHIBAW AVE 16 NOT USED R W 1096.90) APPROVED BY: _ APPROVED BY: DATE :%____- - 1 _ 4s6.4o FG BENCH MARK: OFESS/ i - FL Q� �Vq CITY ENGINEER +u R.C.E. N0.-24953 17 CONSTRUCT GRAVITY WALL PER DETAIL ON SHEET 3. INLAND EMPIRE `��``�oK I ,4 F4,- DESIGN PUWS PREPAREb BY: RECOMMEN D 18 " C>ETAIL A UTILITIES AGENCY S.B. CO. SURVEYOR'S BENCHMARK N0. "7-A" �� 9i THIENES ENGINEERING INC. CONSTRUCT 8 AC BERM (D1-8) PER CITY STD. NO. 104. FOUND SAN BERNARDINO COUNTY SURVEYORS DRIVE PIN WITH BRASS TAG Q - CR -_ IN TOP OF WEST SIDE CONCRETE FLOOD CONTROL DITCH WEST SIDE OF = Z 7O CML ENGINEERING • LAND SURVEYING - - 1 g INSTALL 5800 LUMEN HPSV STREET LIGHT BY SCE TO 6075 Kimball Ave, Chino CA 91710 14349 FIRESTONE BLVD. NTS Telephone (909) 993-1600 HELLMAN, 18 FEET WEST OF CENTERUNE OF HELLMAN AVENUE. 26 FEET * R.C.E. N0. 43293 * DRAWN LA MIRADA• CALIFORNIA 90636 SHEET BE COORDINATED AND PAID BY OWNER. NORTH OF CENTERLINE OF 8TH STREET, 39 FEET SOUTH OF SOUTH RAIL �l Exp- 3-31-06 Q AC PH.(714)521-4811 FAX(714i21-4173 n G LL 20 PLANT STREET TREE PER LEGEND AND NOTES ON SHEET 1. OF MAIN UNE TRACKS AND 3 FEET BELOW TRACKS. q -- < - OF --� ELEVATION = 1096.248' NM '29 <`' c/V 0- 1L �' CHECKED - � Z_eL.7�_ _ DRAWING �30�5 ( ) OF c A�-� HIA �°°°I` l2044 CIVIL ENGINEER FOR I.E.U.A. DATE __ _ - DATE - fa� OS- R.C.E. No. 43293 _ PROJECT SHEE1 NO. OF NOTE: MANHOLE FRAME & COVER SHALL BE ALHAMBRA ti ti III'L ALTERNATE LETTER FOUNDRY TYPE A-1252 OR LONG BEACH IRON SPIGOTI . 4 BILL . WORKS TYPE X-106 B OR APPROVED EQUAL. -----____-� y F-- ___-- LOCATION T-RIB T-RIB FRAME & COVER SHALL BE BITUMINOUS COATED .�,_ ',.._- ,__� �::; ` " ` 11/2" LETTERS AND WEIGH A MINIMUM OF 430 LBS. THE COVER ALTERNATE GROUND SURFACE ONLY IF 1 WELD STRIP SHALL HAVE TWO PICK HOLES. i 1/2" MIN. OVERLAP IN 6"X 9" BOX 7 - _; MANHOLE IS SPECIFIED TO BE BURIED 12» LT—LOCK » EACH SIDE OF JOINT 4 JOINT STRIP IEUA » AS I �— EW R 1 —' ' ' 3000 P.S.I. CONCRETE 3000 P.S.I. CONCRETE REQUIRED �_12" !I I_ � STREET SURFACE TYPE P- 1 JOINT » 5 f2 4 . SPIGOTti � ti BILL �. C` ° - - -- -- --------- 4, ---------_� F=---=____' a• _ _; - 12" 2 T-RIB 4 T-RIB 12 1 » " ---ALTERNATE LETTER 11I I'I' III I �30" CLEAR OPENING CEMENTi ii i- —i , ` - - 1/2" MIN. OVERLAP LOCATION II1 I IITI ti L IS I CEMENT ti T—LOCK SPECIAL 4" EACH SIDE OF JOINT MORTAR ASPHALT 12" I •• ASPHALT PAPER y.. SPIGOT 4 BALL �. TOP VIEW MORTAR _==_______� g F== =____= FLAT WELD STRIP PAPER WRAPPED T—RIB ' ti ' T—RIB COVER DETAIL . j_ 1 " WELD STRIP TYPE P-3 JOINT ROADWAY SHOULDER OPEN FIELD ROADWAY —LT—LOCK 1/2" MIN. OVERLAP TYPE P-2 JOW ENTRANCE SHAFT DETAILS FIELD JOINTS EOR T-LOCK LINED PIPE NO SCALE NO SCALE SEE ENTRANCE SHAFT 6 son-- 7" DETAILS HEREON n k k : k 4 21 8 13/4 k , : 25/ » 3/4 , . k " 2 EACH — 2' I FIELD k FIELD - 3 LEVELING ,iii'-' B DIA. —iii ii LENGTHS VCP I j 11 / " 1 » k RINGS AS _���-���-��� „ ���_���_ MORTAR 4 k ,.. 1 /4 MORTAR 1 /4 ! / —F 1 i=iii— C -- B DIA. _iiia ! . REQUIRED— EXITING MANHOLE j I K I k 2 12" MAX. _i�_ -- -o--4 1 .3 MIX f ' ENTRANCE SHAFT 1 .3 MIX X --= = 1 /4 ,� k k 1 LOCATION AS DIRECTED I I " �. k k • `/ �� BY THE ENGINEER I 3 4 . / 4 2 �k 1 / » A I 4 k 1 4 ALTERNATE A ° A 3/ » " » 4 . », L'f PRECAST 4 4 21/4 21 /2 2 2 k k CONCRETE Q. — — (:: MANHOLE `p� k k. . INLET �-- ----- — � / � , M M. H H. WALL I -1---L- - — IF J �� P M . H . WALL ALL SHELVES TO KEY WAY DETAL FOR 5 OR KEY WAY DETAIL FOR 6' OR 41 r'.- HAVE COARSE— LESS DIAMETER MANHOLES GREATER DIAMETER MANHOLES 16" OR 32" �.:. BROOM FINISH I - " I NO SCALE NO SCALE RINGS TO SEE MANHOLE MAKE UP DIMENSIONAL DATA" � D I REQUIRED L_ DEPTH D r. D I I 2 EAC H — 2' NOTE �_ _� LENGTHS VCP PIPE �,• MANHOLE DIMENSIONAL DATA SLOPEINVERT ELEVATIONS AS ENTERING MANHOLE SHELF DIA. SHOWN ON PLAN AND I MANHOLE TYPE A B C D E PIPE DIAMETER 1/27/FT. I PROFILE. DIAMETER 2" MIN. PIPE DIAMETERS PLAN 48" REINFORCED 36" 30" 5" 41/8" 6'-0"+ — TO 21 of NOTES 48 toREINFORCED 36 of30 6 of 6 to 6 —0 + 24" -- .. j • . e T F­ » » » » 11 > L VARIABLE 1 . PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS 60 REINFORCED 36 30 6 6 7 —0»+ PIPE DIAMETERS -�- -�- _-' OF A S T.M. C478 AND BE DESIGNED FOR AASHTO H2O 27" TO 39" ' " LOADING. 60 REINFORCED 36 30 6 6 7 —0 + * 42 of 3000 P.S.I. �9 MIN. • CONCRETE � 1 • • PIPE DIAMETERS /• � � � 72" REINFORCED 36" 30" 6" 6" 8'-0"+ » 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 � Update.6/15/05 L•\2473\2473ST-05.Awy . APPROVED BY: SCALE INLAND EMPIRE 8TH STREET OAKMO T FACILITY S5� F. 5 Thi fines Engle 7eerlr7g Designed AS SHOWN o CIVIL ENGINEERING • LAND SURVEYING p Bar � shown Inch on nofbelow in ,� UTILITIES AGENCY PROJECT DETAILS PROJECT N0. 14349 FIRESTONE BLVD. /- sch p� 6/,30 j0 pipT one Mn on this eet, LA MIRADA, CALIFORNIA 90638 Checked CML �� Fig i.E.UA adjust scate, accordingly. 6075 Kimball Ave, Chino CA 91710 MANHOLE DETAILS DRAWING NO. PH.(714)521-4811 54X(714)521-417J54X(714)521-417JDace O. i. Telephone (909) 993-1600 REV. N0. DATE BY APRVD DESCRIPTION F. 2W