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HomeMy WebLinkAbout28300 STREET GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS AND SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION —CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. 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 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 SHALL 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 ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50.00 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 TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, 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 OF 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 A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB —GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR, 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 401A AND 401B SHALL BE CONSTRUCTED AT EACH INTERSECTION 15, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS 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 SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. 17, CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 18. THE FINAL SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 19. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 20. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT.............................................(818) 969-7911 CONTACT MR. BOB STALLINGS FOR BASE LINE ROAD CONSTRUCTION B. VERIZON......... ................. .....................................................................(800) 483-3000 1400 E. PHILLIPS BOULEVARD POMONA, CA 91766 C- SOUTHERN CALIFORNIA GAS COMPANY.. ......... ................_............................(800) 427-2200 P.O. BOX 3003 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT. (909) 987-2591 10440 ASHFORD STREET ENGR. DEPT. (909) 483-7440 RANCHO CUCAMONGA, CA 91730 E. METROPOLITAN WATER DISTRICT (MWD)....... .. ... ........ ..... ........ . .. . .. .......... (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA 91750 F. SPRINT — TRANSMISSION DEPARTMENT. ...... .. (909) 873-8022 282 S. SYCAMORE AVENUE RIALTO, CALIFORNIA 92376 G. CHARTER COMMUNICATIONS CORPORATION ...................................... ... .......... (888) 438-2427 4240 N. HALLMARK PARKWAY SAN BERNARDINO, CA 92407 H. SOUTHERN CALIFORNIA EDISON COMPANY.......... (909) 987-6585 7951 REDWOOD AVENUE (909) 880-0222 FONTANA, CA 92336 NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN 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. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT, IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS" - CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 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 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER, SPECIAL NOTE y� O THE CONTRACTOR IS RESPONSIBLE FOR RETAINING THE SERVICES OF A REGISTERED TM MDT LAND SURCIVIL I VEYORNEER ATOHEOSTABLLIS RIZED TOH LINE AND GRADE AS DEEMED NECESSARYLI CENSED HE OWNER TO CONSTRUCT ALL IMPROVEMENTS NOTED ON THE PROJECT PLANS. DIAL TWO WORKING y BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT GS PUBLIC STREET & STORM DRAIN IMPROVEMENT PLAN STREET CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES 0 CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2-8. ....... ... 1,452 L.F. 2� CONSTRUCT 1.5" ARHM OVER 4.5" A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100-A........................... ....... .. .. .. 34,250 S.F. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 (W=4')... ...... .. 5,800 S.F. 4�- CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102... .. - . ... .. .. ... ... ... ... I EA. &— CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE C ("W" PER PLAN). ....... .. 714,300 EA./S.F. INSTALL LED STREET LIGHT BY S.C.E. PER PROJECT PUBLIC STREET LIGHT PLAN. PAID FOR AND COORDINATED BYDEVELOPER.... ............ ...... -................... ....... ............. ............ ....... ..........__....__.... 5 EA. PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND HEREON. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502 .............................. ... .. ... ... ... SEE LEGEND SAWCUT TO A CLEAN EDGE. _ . . ...................... ....... ......... ....... 2,050 L.F. REMOVEEXISTING.- .......... ........................................................................................................ L.S. 10 RAISE TO FINISH GRADE. ........................................................................................................................... 9 EA. 11 CURB OPENING CATCH BASIN AND LOCAL DEPRESSION PER STORM DRAIN PLAN (SHEET 4)............................................ 1 EA. 12 CONSTRUCT P.C.C. CROSS GUTTER AND SPANDREL PER CITY OF RANCHO CUCAMONGA STD. PLAN 106-A........................... 1/650 EA./S.F, 13 INSTALL THERMOPLASTIC STOP LEGEND & LIMIT LINE. REMOVE ANY CONFICTING STRIPING AND/OR LEGENDS BY WET SANDBLASTING.. . _ _ . . _ _ . _ _ .. _ . ... .. ...... .. . _ _ .. _ . _ . _ _ _ _ _ _ _ _ ... I EA. 14 REMOVE EXISTING R 1-1 SIGN & POST AND INSTALL R 1-1 SIGN & POST PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. ................. ......... . - _ _ .. . ... ...... ... I EA. 015 INSTALL 100' DOUBLE YELLOW CENTERLINE. ..... ...... 100 L.F. 16 PAINT 4" SKIP YELLOW LANE LINE................................................................................ _ ... ... ........................ 1,075 L.F. 7 018 INSTALL HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134. ... ... ... ........... ............................ 5 EA. INSTALL (2 EA.) 4" P.V.C. SCH. 40 CONDUIT WITH (3 EA.) 1-114" INNERDUCTS IN ONE OF THE 4" CONDUIT PER CITY OF RANCHO CUCAMONGA STD, PLAN 145. PROVIDE FIBER -TO -THE -CURB (FTTC) CONNECTION THROUGH THE PARKWAY AT LOCATIONS SHOWN.. ... .. .. 1,350 L.F. 19 INSTALL VAULT FOR FIBER OPTICS CONDUITS PER CITY OF RANCHO CUCAMONGA STD. PLAN 137. 3 EA, STORM DRAIN CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES 0 FURNISH AND INSTALL 36" R.C.P. STORM DRAIN, 1750-D............ 549 L.F. FURNISH AND INSTALL 30" R.C.P. STORM DRAIN, 1750-D.., 42 L.F. FURNISH AND INSTALL 24" R.C.P. STORM DRAIN, 1750-D... 726 L.F. 4 - FURNISH AND INSTALL 18" R.C.P. STORM DRAIN, 1750-D... .. - 42 L.F. CONSTRUCT MANHOLE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 318. _...................................... 4 EA. CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD, PLAN 336......................................... I EA. CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300.......................................... 1 EA. ®— CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY OF RANCHO CUCAMONGA STD. PLAN 307.......................................... 1 EA. THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN SOLELY AS AN ESTIMATE OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HEREBY NOTIFIED TO PROVIDE A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. ITEMS OF WORK NOT SPECIFICALLY NOTED ABOVE ARE INTENDED TO BE INCLUDED IN OTHER ITEMS OF WORK. STREET TREE LEGEND & NOTES 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 4, STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. SYMBOL & BOTANICAL NAME COMMON NAME i OT Platonus Acerifolio Columbian I Columbia" Sycamore 1 • ' Street Logerstroemio Hybrid O Pink Crepe • Box 4 •Hybrid I "Archibald A enue Pyrus Betuloefolic 0) "Paradise" Dancer Flowering 15 GAL 6 I Pear ------------ PROJECT SHEET INDEX PROJECT SHT. # SHEET ----_®._ DESCRIPTION 1 Project Title Sheet 2 Street Plan & Profile - 7th Street (Archibald Avenue to Ste. 18+50) 3 Street Plan & Profile - 7th Street (Sto. 18+50 to Sto. 22+62.87) & Acacia Street (Sta. 15+01.21 to Sta. 22+62.87) 4 Storm Drain 7th Street 30" - Archibald Avenue to Ste. 8+50 5 Storm Drain 7th Street 30" - Archibald Avenue to Sta. 8+50 6 Cross Sections 7th Street - Archibald Avenue to Sto. 18+00 7 Cross Sections 7th Street - Sto. 18+50 to Ste. 22+25 EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: MONUMENT DESCRIPTIONS: �A Fd. 1" I.P. WITH PLASTIC PLUG STAMPED R.C.E. 29224 �D Fd. 1-1/4" I.P., NO TAG, NO REFERENCE AT C.L. INTERSECTION OF 7th STREET AND SURVEY LINE (SECTION LINE) IN ARCHIBALD AVENUE Fd. 1" I.P., NO TAG, NO REFERENCE E S S/a'1/ © Fd. GIN SPIKE & WASHER L.S. 5390, NO REFERENCE ❑F Fd. 1" I.P. WITH TACK, NO TAG, NO REFERENCE QRpF paE E- aoFRP ��� Fy o 9 © Fd. 1-1/4" I.P., NO TAG, NO REFERENCE © Fd. NAIL & TAG L.S. 6599 PER R.S. 142/21-33 w m Daniel E. Guerra RCE 29224 1�* Dote ABBREVIATIONS AC ASPHALTIC CONCRETE ADA AMERICANS WITH DISABILITIES ACT ANG ANGLE BC BEGIN CURVE BEG BEGIN BF BACKFLOW BLDG BUILDING BW BACK OF WALK CAB CRUSHED AGGREGATE BASE CB CATCH BASIN CF CURB FACE CL CENTERLINE CML&C CEMENT MORTAR LINED & COATED CMP CORRUGATED METAL PIPE CMU CONCRETE MODULAR UNIT CO CLEAN OUT CONT CONTINUOUS DI DUCTILE IRON DIA DIAMETER DL DAYLIGHT EA EACH EC END CURVE EP EDGE OF PAVEMENT EXIST EXISTING FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR FIG FINISH GRADE FL FLOWLINE FO FIBER OPTIC FS FINISH SURFACE FW FIRE WATER GB GRADE BREAK GFF GARAGE FINISH FLOOR HDPE HIGH -DENSITY POLYETHELENE HP HIGH POINT INV INVERT LAT LATERAL LF LINEAR FEET LIP LIP OF GUTTER LP LOW POINT LS LUMP SUM MAX MAXIMUM MH MANHOLE MIN MINIMUM OC ON CENTER PCC PORTLAND CEMENT CONCRETE PI POINT OF INTERSECTION PIV POST INDICATOR VALVE PL PROPERTY LINE PROP PROPOSED PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PT POINT PVC POLYVINYL CHLORIDE QSP QUALIFIED SWPPP PRACTITIONER RCP REINFORCED CONCRETE PIPE RET RETAINING R/W RIGHT-OF-WAY S SEWER SD STORM DRAIN SF SQUARE FEET SL STREET LIGHT SMH SEWER MANHOLE SWPPP STORM WATER POLLUTION PREVENTION PLAN TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TYP TYPICAL TW TOP OF WALL LEGEND EXISTING TREE PROPOSED ASPHALT CONCRETE PAVING 4- ; EXISTING FIRE HYDRANT SHEET FLOW DRAINAGE EARTH SWALE AND DIRECTION OF FLOW 3.80% GRADE WITH DIRECTION OF FLOW 985 EXISTING GRADE CONTOUR LINE 1332-- PROPOSED GRADE CONTOUR LINE EXISTING FENCE PROPOSED CONCRETE BLOCK GARDEN WALL PROPOSED CONCRETE BLOCK RETAINING WALL _ EXISTING TRAFFIC SIGN EXISTING RETAINING WALL ------ EXISTING STORM DRAIN WITH SIZE w'se) - ® PROPOSED AREA DRAIN W FS 149 EXISTING WATER WITH SIZE - S { EXISTING SEWER WITH SIZE CENTERLINE - - RIGHT-OF-WAY (LIMITS OF WORK) f P-P- EXISTING POWERPOLE ( E) EXISTING OVERHEAD ELECTRICAL LINE ( TEL EXISTING OVERHEAD TELEPHONE LINE ( CATV) EXISTING OVERHEAD CABLE TELEVISION LINE ( G) EXISTING UNDERGROUND GAS LINE �--� EXISTING STREET LIGHT W PROPOSED WATER S PROPOSED SEWER PROPOSED STORM DRAIN PROPOSED FIBER OPTIC VICINITY MAP N.T.S. BASIS OF BEARING BEARINGS SHOWN ON THIS PLAN ARE BASED ON THE CENTERLINE OF FOOTHILL BLVD BEING N 89°58'08" W AS SHOWN ON RECORD OF SURVEY 96-0137 RECORDED IN BOOK 107, PAGE 60 OF RECORDS OF SURVEY IN THE OFFICE OF THE SAN BERNARDINO COUNTY RECORDER. PROJECT BENCHMARK OLD CITY OF RANCHO CUCAMONGA B.M. No. 10 DESCRIPTION: RAILROAD SPIKE IN POLE #502947E AT THE SOUTHEAST CORNER OF ACACIA STREET AND ARCHIBALD AVENUE. ELEVATION: 1091.372 FES 1 \ E. 29, DENCRIPTION OF REVOON DATE I APCITY PROVED CITY OF RANCHO CUCAMONGA PUBLIC STREET & STORM DRAIN IMPROVEMENT PLAN Scheu Distribution Center DRC 2018 - 00529 ROW 2020 - 00362 TITLE SHEET APPROVED BY: DATE F6112128Ly CITY ENGINEER R.C.E. No. 67614 DGA DGA CHECKED DGA Dan 6L4e_"ct & ,associates 10271-B TRADEMARK STREET RANCHO CUCAMONGA CALIFORNIA 91730 PH (909) 9874306 FAX (909) 941-1528 PROJECT SHEET No 1 OF DRAWING No. 2830 OF 4U'u 161 ALI LAI c• 4 , a -.--«-_...� _. r LLl U y Q, oo +�- w r7 1 O PROFILE 1 10 (� CO IQI ' •• - . LLJ LE 4 it ®IGi�� � `'� -LO a QIR.`iiy)-�n L p �� III "•- 3 b h 0 a 00 u� o 00 I� UJ ro I -Li I� UJ .= I -Li u) OU-)U a + CD + on 0 0`FD00 �00Co-COW U a UJ OD UJ OO �00 � o+ 4i 00 00 oo d- CNu> + U + 00m -- v 00DO m M `o CL � a "oo Q J f7 eF CL Lo J 00 ao 100 4 W LOCAL DEPRESSION DETAIL a SCALE: 1 "=10' m v R mTCURVE DATA DELTA RADIUS LE GTH DIAL TWO WORKING QA BEFORE DAYS BEFORE 89'30'06" 35,00' 54.98' YOU DIG YOU DIG m TOLL FREE 1-800-227-2600 A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT U STREET CONSTRUCTION NOTES 10 CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2-8. to-- CONSTRUCT 1.5" ARHM OVER 4.5" A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD, PLAN 100-A. So-- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 (W=4'). 4o-- CONSTRUCT P.C.C. ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102, 50--- CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD, PLAN 101, TYPE C ("W" PER PLAN). Go-- INSTALL LED STREET LIGHT BY S.C.E. PER PROJECT PUBLIC STREET LIGHT PLAN. PAID FOR AND COORDINATED BY DEVELOPER. To-- PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND ON SHEET 1. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502 SAWCUT TO A CLEAN EDGE. go- — REMOVE EXISTING. 10 RAISE TO FINISH GRADE. 11 CURB OPENING CATCH BASIN AND LOCAL DEPRESSION PER STORM DRAIN PLAN (SHEET 4). 12 CONSTRUCT P.C.C. CROSS GUTTER AND SPANDREL PER CITY OF RANCHO CUCAMONGA STD. PLAN 106-A. �— INSTALL THERMOPLASTIC STOP LEGEND & LIMIT LINE. REMOVE ANY CONFICTING STRIPING AND/OR LEGENDS BY WET SANDBLASTING. 14 REMOVE EXISTING R 1-1 SIGN & POST AND INSTALL R 1-1 SIGN & POST PER CITY OF RANCHO CUCAMONGA STD. PLAN 401-B. 15 INSTALL 100' DOUBLE YELLOW CENTERLINE. 16 PAINT 4" SKIP YELLOW LANE LINE. 10--- INSTALL HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD, PLAN 134. 18 INSTALL (2 EA.) 4" P.V.C. SCH. 40 CONDUIT WITH (3 EA.) 1-114' INNERDUCTS IN ONE OF THE 4" CONDUIT PER CITY OF RANCHO CUCAMONGA STD. PLAN 145. PROVIDE FIBER -TO -THE -CURB (FTTC) CONNECTION THROUGH THE PARKWAY AT LOCATIONS SHOWN. 19 INSTALL VAULT FOR FIBER OPTICS CONDUITS PER CITY OF RANCHO CUCAMONGA STD. PLAN 137, —33' 6' 27' 1 i ' 22' -+• 22 *4'y OR 12 J J 3.3't Z Z CL � w 4 !D X Q LU v) PROJIDdIP BDNdHMARK: OLD CITY OF RANCHO CUCAMONGA BENCHMARK No. 10: DESCRIPTION: RAILROAD SPIKE IN POLE #502947E AT THE SOUTHEAST CORNER OF ACACIA STREET AND ARCHIBALD AVENUE. ELEVATION: 1091.372 NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. LEGEND IJ ARHM OVER A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE 9 EXISTING (ASPHALT PAVEMENT, CONCRETE CURB, A.C. BERM, ETC.) TO BE REMOVED S TC83.95 u +2� $N2� (FL83.27) - > } Ix. FS 0 C 58�. 'ma's �� ��• 84.14 h 6 F ti w TYP. 19 I T � 1-307. l o n Sj rn 00 n 00 �� l o l INSTALL TRUNCATED DOMES PER CITY OF RANCHO CUCAMONGA r � -15' 5' STD. PLAN 102 -J T LL' *AS REQ'D TO INCLUDE TRENCHING FOR S.D. �— EXIST. 8" CURB EXIST. GUTTER 7th STREET TYPICAL SECTION SCALE: 1 "=20' HORIZ. 1 "=2' VERT. At 7th Street NOTES: 1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24" OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%). 2. THE GRADE BREAK BETWEEN THE COUNTER SLOPES OF A GUTTER AND/OR ROAD SURFACES WITHIN 24 INCHES OF THE CURB RAMP AND THE RUNNING GRADE OF THE CURB RAMP SHALL NOT EXCEED THE ALGEBRAIC DIFFERENCE OF 11% IF TWO OR MORE PLANE CHANGES ARE PRESENT, THEY SHALL BE SEPARATED BY 24 INCHES, CURB RETURN DETAIL SCALE: 1 "=10' DESCRIPTION OF REV101ON DATE APPROVED CITY OF RANCHO CUCAMONGA Street Plan & Profile 7th Street Archibald Ave to Sta. 18+50 DRC 2018 - 00529 ROW 2020 - 00362 APPROVED BY: DATE S rz Zola ! ITY Ek NEER RAE. No. 67614 m DEOION — RECOMM NDED DGA Dcth Givewra � A � DRAWN & Associa+eS OHEET DGA 2 7 OF CHECKED 10271-B TRADEMARK STREET DRAWINd No. RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 987-4M6 FAX (909) 941.1,528 l 2830 PROJECT SHEET No. OF a O p p � v p rn w In ♦ + n 00 ' 00 - fir Q � P N L-- w 1 x w w W C0 Z Er L) H EXISTING TOP OF U tn?n l PROFILE SCALES: HORIZ. 1 "=40' VERT. 1 "=4' 19 A PUBLIC SERVICE BY TI cd I LQ I I J fT11 �i rli PROPOSED TOP OF CURB 11'" Jr I m I CIA II/�I m100 -I� I III_ �VI II I U 71, o ° lc D _ p Im ^ I. r „i._ �i p i� co V ��Im. I I� ir7 +CO OSED F.L. OF GUTTER ice' W ILL, '^ p. i^ EXISTING A.C. F.S. @ CENTERLINL�),C, (0.25%) (0.29%) (0.41%)(-0.42(n. 6%) (G.75 1, 20 EXISTING TOP CF CURB z� ,n 141` n)Y%n A-' I, ems- sW. 21 Gl l D"• I _ U . m I L I V I Ln a. _I �VI (III IV �F- Vil- i:W LO _IC_l ^IV vl m V)jM Cni00 Div U15 n41 I r<a m j ]I .I V _ (0.5 %) (0.007,i-0_971-f 9 W in rim 1 + Ld U 0 ap o Li; N � 4 + CL-0- i� u N rn CN La,1 II �n + U 6c� CD m 1 `Ne + CD,Np� M 9 o J + TYR 6 W) U U� N 7 18 TC85.78 - - - - - - (FL85.13) 7th Street CITY OWNED FIBER- TO- Tl PREMISE (F�, TP) FACILITIES CONSTRUCTION NOTES W, 0 moo■ EXISTING I TOP OF CURB 13%' (O.67%) EXISTINGIA.C. F.S. @ CENTERLINE in RAI/ CSI 1 inl. Wi K N N 4i wlui EXISTING TOP OF CURB I' 7 (0.89%) 54r �- ti— �I .I I Mlr.. I"1 vl Ln PROPOSED i F.L. OF GUT' 14 16 16 Acacia 1 )' N GiO ---�� Mc u.w.o. u.w � _w � FL 2. I E FL 2.64 u 22+ 7.66 P.O.C. IOIN Isr. C.&G. 1 w II vi II D o � C.L. SURVEY (SECTION LINE) II Q J II 0 CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2-8. 2a— CONSTRUCT 1.5" ARHM OVER 4.5" A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD, PLAN 100-A. 3a CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 (W=4'). CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE C ("W" PER PLAN). el INSTALL LED STREET LIGHT BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER. LED FIXTURE SHALL MEET OR EXCEED CURRENT LIGHTING STANDARDS AND ILLUMINATION LEVELS DETERMINED BY S.C.E. 0 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND ON SHEET 1. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. SAWCUT TO A CLEAN EDGE. REMOVE EXISTING. 10 RAISE TO FINISH GRADE. 16 PAINT 4" SKIP YELLOW LANE LINE. 1Q-- INSTALL HYDRANT MARKER PER CITY OF RANCHO CUCAMONGA STD. PLAN 134, 18 INSTALL (2 EA.) 4" P.V.C. SCH. 40 CONDUIT WITH (3 EA.) 1-114" INNERDUCTS IN ONE OF THE 4" CONDUIT PER CITY OF RANCHO CUCAMONGA STD. PLAN 145. PROVIDE FIBER -TO -THE -CURB (FTTC) CONNECTION THROUGH THE PARKWAY AT LOCATIONS SHOWN. 19 INSTALL VAULT FOR FIBER OPTICS CONDUITS PER CITY OF RANCHO CUCAMONGA STD. PLAN 137. PROPOSED TOP OF CURB iw. LLQ �I �ii i rtl Street EXISTING M.W.D. MANHOLE AND AIR RELEASE 17 40 0 20 40 80 MAP SCALE: 1 " = 40' Ir) -R/W PROJECT BENCHMARK: OLD CITY OF RANCHO CUCAMONGA BENCHMARK No. 10: DESCRIPTION: RAILROAD SPIKE IN POLE #502947E AT THE SOUTHEAST CORNER OF ACACIA STREET AND ARCHIBALD AVENUE. ELEVATION: 1091.372 NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS, THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. LEGEND /ZJ ARHM OVER A.C. PAVEMENT OVER CRUSHED AGGREGATE BASE lamEXISTING (ASPHALT PAVEMENT, CONCRETE CURB, A.C. BERM, ETC.) TO BE REMOVED SAWCUT TO A CLEAN EDGE AND REMOVE SOUTHERLY WING OF EXISTING P.C.C. DRIVE APPROACH. JOIN EXISTING DRIVE APPROACH WITH PROPOSED DRIVE APPROACH DESCRIPTION OF REVISION DATE PR APPROVED CITY OF RANCHO CUCAMONGA Street Plan & Profile 7th St & Acacia St Sta. 18+50 to Sta. 14+98.71 to Sta. 22+62.87 Sta. 17+49.92 DRC 2018 - 0032.9 ROW 2020 - 00362 pFESS) APPROVED BY: DATES 12 ?ol E. c oNq` CITY ENGINEER R.C.E. No. 67514 99 �cZ DEOICIN RECOMMENDED m DGA Da,,711 Gtie"Ck .E. 29224 DRAWN DGA — _ & ! y�`ssociates 1"IET 7 CIVIL- �av OF OF CAO CHECKED 10271-B TRADEMARK STREET DRAWINd No. RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 987-4306 FAX (909) 941-15M 2830 PROJECT SHEET No. OF 0 0 0 4 0 h ^ ^ - - - j ov tt EXISTING A.C. F.S. OVER C.L. STORM DRAIN r ro Co 0a 7 o EXISTING A.C. F.S. OVER C.L. STORM DR IN cc CIDuj, 0 0 - � 00 ' II + " CN of N - - - Of PROPOSED F.S. OVER PROPOSED F.S. OVER 100 yr. W.G.L. co C.L. STORM DRAIN C.L. STORM DRAIN �otie� VuV vas oP '10. 100 yr. H.6.L. 100:yr, H.G.L t N 100 yr. H.G.L. _ - f -- ... „ n 100 yr. H: G. L �s Pro p. 8" Sewer - - 15+64.03 C.L. Int. Lat. A-3 x Inv.=7076.56 Inv. 30"=1072.06 ~ w 2x? G Prop..8' Sewer p3 Cn �px D6sr Inv. =1074.89 - C.L. int. Lot.A-2" S - 0,0040 w15+00.36 Op f f e 1 Inv- 24"=1072.05 12+22.64 C.L. Int. Lat. 'A- 1" 5=0.0040 i W 9„ _0.0160 Inv. 18"-1071.18 S=0.0040 4, - 50.01:00 S 0.0040 i CL a CCL (3 m� �v a N �^ a �� 100 _ i 70,�� a wm� WO mN O ^°9 ©p rr w .� 0 0 L0 n c GOo or, (Dwm - w� W on^, mLn.W �0, -- (0n r- - Np O O W r II II �N ^O+D OC DO Ow no -�O ^ II `r� cr,Lr)II (n •--- o+ (n o .--b O + nrl rnr' o II o II + II + II 6 + fl c'c _o _ _ r�it + ya�p�� o io �+;� Ln� n �c oil o> �� (Z. °q o + !� + h c c o+ > o CONSTRUCT 41.26 L.F. ^ o4 o + . CONSTRUCT 282. 3 L.F. 24" R.C.P., 1750-D CONSTRUCT 41.60 L.F. ^ c 24" R.C.P., 1500-D CONSTRUCT 216. L.F. 36' R.C.P., 1750-0 4.67 ONSTRUCT 273.05 L.F. 36" R.C.P. 1750-D 4. 7' #I 18" R.C.P., 0r00=9.1 C.f.s. 1500-D Vioo=5.2 f. .S. 0r00=11.1 c.f.s. V100=11.6 .p.s. 0100 =3.6 .f.s. V100 =1.2 f.p.s. PROFILE SCALES: Q100 ==61.9 .f.s. V100 =8.8 f.p.s. M.H. #1 0100 =53.8 c.f.s. V100 =7.6 .p.s. M. i44.67' M.H. #1 HORIZ. I "=40' " '" CONSTRUCT 9.00 L.F. 36 R.C.P., 1750-D LATE L "A-1" LATE A_ "A-2" VERT. 1"=4' 0100 =4 .3 c.f.S. V100 =6.3 f.p.s. 10 11 12 13 14 15 16 17 18 19 8 r 3 ( .4083--OK 10+43.35 C.L. Lot. PRIVATE 24" R.C.P. S.D. PER PPG1JECT A-1 / I PRECISE GRADING &DRAINAGE PLAN ° w (y "' Q PRIVATE 24" R.C.P. S.D. TO CATCH PROJECT PRECISE GRADING & DRAINAGE BASIN PER PLAN o (3CL (i N I N 3 END PIPE, Inv.=1071.61 - / 10+43.01 C.. Lot. A-2-- = -- I v cv I 10+25.33 C.L. Lot. A-t, E.C. / I END PIPE; Inv.=1072.48 = o C3 10+43.29 C.L. Lat. A-3 NOTE REGARDING EXISTING UTILITIES r1 0 z 1 II Inv.=1071.43 - 10+30.9�L. Lat. A-2, E.C. N END PIPE, Inv.=1076.50 Co r, - � x 1 ' �- 10+13.55 C.L. Lat. A-1, B.C. Inv.=t072.36 - r - - _ �� w J n m O ,� o II - LSt. "A-3" 0 T LOCATION HORIZONTAL & VERTICAL) ONE THESE PLANS ARE APPROXIMATE AND AND EXISTENCE OF UTILITIES SHOWN PLOTTED BASED ON AVAILABLE RECORDS. w o ' y" Inv.=1071.32 - - -- - + N Mess {sA 10+07-05 C.L. Lot. A-2, B,C'� �at.§"A- o SEE PROFILE SHT. 5 0 THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND 1 // Inv.=1072,12 � --- --- -� ,r UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL SEE PROFILE HEREON N 3 7`17" E _ T6+13.61 C.L. Line A, E.C. AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. - N N 30°C7'17 E Inv.=1072.01 ------- Q z L - J If Z ti " - 5 - A - -�.� N -2- 4 3 BS- - -G- _ '^ YJ o w _ / 1 Fo_ �- r_,r - w " - N _ ���w - - - - - - - N 89' 4- -W - N 30 017 E_ 1� 0 07 17 - ----w - - w w- 1 - _ oo N 30'07�E s- _ _ _ _ _ _ - - - - 17 -S-0.0 40 18 Q x v3 o I �6 - w 1 1_-0.00_0 12 r< 13_ �S=0.00 0 a 1 N -wS- - w -„ - w w -� - vi - w - E 3 3 W w wa `y0. ? - cc ' a 0+55.30 C.L. ---------- - - - Exist. 30" R.C.P. ® @ =- , (D Tat-- - w D w� -=1 w - - w - - - - w - z J Ln Cn -i _ v 6 ^ 1 ^ \ o =10+00,00 -1 „ v A=45'23'34 C.L. Line A, T.S. #3 B=36", C=3.00' Q = 00 n Line "�►" N 1 o V: = 00 L6 ^ _ r'_ ci U �* - - V 0_ , (Inv.=1069.54) ¢ 0 ¢ CD 7t n ¢ o o Q¢ _ (3 � o 06 a Ki i Street o Q I n Q E a� o Q E (n ¢ 11 Q Q Q I Q EXISTING 30" R.C.P. PER DWG. No. 1528D c o J J �_ Of a c c00 C ♦- m J Lj: J Lei m Cr J J J J J J L EXISTING 81 R.C.P. PER DWG. No. 1528D O^ (O TV y � cJ c� O w J J J J QCID C> (n O O •- 2 U •- M O O O n 00 U O M 00 O O V_ r, .--- O) (0 LO + o c00 N a _ O+ c00 2 O i II r„7 n t\ � N Lrj r" O ( O nj O g ^ 5 M (V II + 3 .- II Q N U Ln Ln II .-- II ¢ + (n ; O + O GJ O II II II J r Q U cn II ¢ (^ L Ln o c ' I co 5 1 5 _ 0 00CITY CURVE DATA TABLE DE$CRIPTION OF REVI1SION DATE APPROVED DELTA RADIUS ARC LENGTH CITY OF RANCHO CUCAMONGA O 30`00'00" 22.50' 11.78' © 30.28'01 " 45.00' 23,93' Storm Drain Plan & Profile © 30-00'00" 45.00' 23.56' Line "A" STORM DRAIN CONSTRUCTION NOTES Q 24.20'26" 45.00' 19,12' Archibald Ave to Sta. 8+50 FURNISH AND INSTALL 36" R.C.P. STORM DRAIN, 1750-D. O 24'20'26" 45,00' 19,12' Laterals "A-1 " & "A-2" FURNISH AND INSTALL 30" R.C.P. STORM DRAIN, 1750-D. DRC 2018 - 00,529 ROW 2020 - 00362 p 4 FURNISH AND INSTALL 24" R.C.P. STORM DRAIN, 1750-D. FURNISH AND 18" PROJDLIT BENCHMARK: APPROVED BY: DATE 12-2OZO QROFESSiOHq INSTALL R.C.P. STORM DRAIN, 1750-D. E. � dITY ENa[NEER - R.d.E. No. 67514 o. 6 �I JT DIAL TWO WORKING 55 CONSTRUCT MANHOLE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 318. CONSTRUCT TRANSITION STRUCTURE No. 3 PER CITY OF RANCHO CUCAMONGA STD. PLAN 336. OLD CITY OF RANCHO CUCAMONGA DESCRIPTION: RAILROAD SPIKE IN POLE SOUTHEAST CORNER OF ACACIA STREET BENCHMARK No. 10: #502947E AT THE AND ARCHIBALD 40 0 20 40 80 c E °F F oP� �a9 y� DESIGN w m DGA z RECOMMENDED DQh 6t4eP`Na -.7z BEFORE DAYS BEFORE YOU DIG 7 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300. AVENUE. R. E. 29224 DRAWN SHEET & YOU DIG CONSTRUCT LOCAL DEPRESSION CASE A" PER CITY OF RANCHO CUCAMONGA STD. PLAN 307. s, DGA .Associates 4 OF 7 _ A PUBLIC SERVICE BY UNDERGROUND DSERVICE ALERT B ELEVATION: y OIB1.3%2 MAP SCALE: 1 = 4D CHIC as '9T O� P OF cp'0F CHECKED 1RANCHO 71-BCUCAMONGA AAL STREET DRAWING No. CITY ONGA 7� 2830 PH(909)987-4306GA FAX (909)941-1528FORNIA PROJECT SHEET No. OF I PER PRO IECT PRIVATE DRAINAGE PLAN PER PROJ CT PRIVATE DRAINAGE PLAN © o c6 N CD .- I O] O = �-- rn o � CD00 .. EXISTING A.C. F.S. OVER C.L. STORM DRAIN Cv Or c� r� I v r? o -- m it .'o o o - ON _ _ - - CN p n o LO n it r � � + E O \\\ _ PROPOSED F.S. OVER C.L, STORM DRAI ° °�° u N9 10+00.00 C.L. Line "C' Beg. 24" HDPE (PRIVATE) Q CD 1p 11 Ln Inv.=1077.72 I 21. 4' m 100 H.G.L 10+54.00 End Pie PRIVATE 0.5' Inv.=1077.60 4 Ann r yr. LOW Fig* 4 Ann —� ._ ............ .. — �. uj 12" Low Flow Outlet PRIVATE 24" HDPE S.D. (PRIVATE) 1080 Inv. 1079.75 o Inv.=1076.30 Q�Ld12" Law Flow. outlet PRIVATE w CL J S 0.0050 cb #100p U 100 yr. H.G.L. Inv.=1080.15 i�Mi0 <r L` LEI J TS 12" Low Flow Inlet PRIVATE Inv.=1076.00 w I U `��x0�o pLO a j �o \ \ x N S=0.0040 o°Ld w � In _ p C. �� C! <ihP o Separator Oulet PRIVATE w g \. 6 w N -_ �� ° r- .vvv Inv.=1073.00 ..w.vw•vw.N,,.,,.N,�,.�..r„vw -w�--ww f !ot 9" �o to Inv.=1076.10 ciw _ J � W _ Q (o n v rn o \ 3' Separator Inlet PRIVATE C, \ Z N c w n + it a w o Inv.=1076.20 �¢ z N W N m d--�� N U v; W - Q - Arvin 2 rry ^4 .- C - C •- II : m O M II O O . tivv NVY M/..w�n,.w Nv��.+*n. van..:. v.n. W `_ n nCN +.I 0> OO O O Q) r c n O a] Cv O W p u 3 I CO 11 Q CONSTRUCT 321.34L.F. 24" R.C.P., 1750-D N N 4.67' - - Lc)o I I ��) Ei o o 00 c + it PI + i `-_ EXIST. 30" RCP S.D. Qloo =3.6 c.f.. V10O =1.2 f.p.s. M.H. J1 CONSTRUCT B0.22 L.F. 24" R.C.P., 1750-D > > m PER DWG. No. 1528D CONSTRUCT 41.54 L.F. VIGO =10.3 f.p.s. Q100 =3.6 c.f.s. 30" R.C.P., 1500-D LINE "A'I 0I00=41.0 c.f.s. V100=12.4 ',f.p. . LATERAL "A-3" C.B. EXIST. 30" RCP PROFILE SCALES: HORIZ. 1 "=40' VERT. 1 "=4' 18 19 20 21 22 23 10 11 � Qoi r CD _ ! \ J II PROJEdT BENCHMARK: _ r - U c I NOTE REGARDING EXISTING UTILITIES OLD CITY OF RANCHO CUCAMONGA BENCHMARK No. 10: �. ` ry a I THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN DESCRIPTION: RAILROAD SPIKE IN POLE #502947E SOUTHEAST CORNER OF ACACIA STREET AND AT THE ARCHIBALD C + c ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. "4 W � THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND AVENUE. ELEVATION: 1091.372 00 - II V UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL TM- __ n PRIVATE 24" R.C.P. S.D. TO CATCH PROJECT PRECISE BASIN PER AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. I � GRADING &DRAINAGE PLAN � v h r, r .. "G 3 / - N 45'07'77" E W W = I N - W W- — -- -- -- 2_ n IJJ 19 t 3 2—S=0.0040 21 N 89'52'43" III F w vWi _- `�W- w N 3 _z as - 7th Street uj o C i U L Li„ Line A„ a Q E- c CD cr J J "� �Jj 2 U CN ,14 U I ry I 00 � .- v :D Cn co O L Q _ O I ^ I. I• CN U + N + N 5 DENORIPTION OF REMION CITY DATE PRO APPROVED CITY Of RANCHO CUCAMONGp Storm Drain Plan & Profile Line "A" Sta. 8+60 to Ste. 12+06.30 STORM DRAIN CONSTRUCTION NOTES CURVE DATA TABLE Lateral "A-3" FURNISH AND INSTALL 24" R.C.P. STORM DRAIN, 1750-D. DELTA RADIUS ARC LENGTH DRC 2018 - 00,329 ROW 2020 - 00362 t7 O D� ��T CONSTRUCT MANHOLE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 318. OF 45'00'00" 45.00' 35.34' G Fyc APPROVED BY: CITY NdINEER DESIGN DATE S f 12IZ07-0QROFESSIp� 514 RECOMMENDED 40 O 20 40 BO m w m A DGA Dan 6t4e1`Ya DIAL TWO WORKING BEFORE DAYS BEFORE R. .E. 29224 DRAWN Np .j7.�j , 1HEG YOU ➢IG _- `^ ! `ssoclates J rBLL rREE I-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MAP SCALE: 1 " = 40' S 3 rqr CMI� o�`� F OF CAt•IF CHECKED 10271-B TRADEMARK STREET OF DRAWINd No. CITY KPH 1528730 2830 (909) 9874" FAX (909) 941 PROJECT SHEET No. OF r RVd GIJ 1 L71 ILL 1 IMIJ• v1