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HomeMy WebLinkAbout1753 BENCHMARK CITY OF RANCHO CUCAMONGA CARRARi BM NO. 77 CITY OF RANCHO CUCAMONGA RAW RAW HILLSIDE ST. T -�-• I M - - ELEV. 1860.561 CONCRETE NAIL AT TOP �_ OF HIGH CURB AT THE SOUTH EAST 60' _ OVOF";wMENT - {. CORNER OF HILLSIDE a HERMOSA. WILSON AVE. 12' 18' 18' 12' 4 - T NO ■ 15914 PROJECT 8 8 61 T BANYON LOCATION Al 0.34' 020' 0.34' Z`� S IN THE CITY OF RANCHO CUCAMONGA STATE OF CALIFORNIA T LEVEL LINE 7[ LEMON N AVE. 2 T.I. = 5.0 2 3 LEGEND w N Uj > > R=641 a TYPICAL STREET SECTION , t •``� / (PLAN, PROFILE, INDEX) 19TH HIGH AND ST. � AVE. a 1 NO SCALE � — CENTERLINE a GENERAL NOES � T " '� - - SUBDIVISION LINE w _ W H RIGHT OF WAY a mUj I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS _ _ U BASELINE Q ROAD FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH — — — PROPERTY LINE AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. _ — — — — — — CURB & GUTTER (� _ EXIST. STORM DRAIN 2. ALL PIPELINES OR SUBSTRUCTURES OF AN KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 7 �—� STREET LIGHT Z _ Q SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, a mo w REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. STREET TREE J = DRIVE APPROACH w " U _ 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 Z I SIDEWALK FOOTHILL 66 BLVD. THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR VICINITY MHP CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. N.T.S. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY I 3 CONSTRUCTION NOTES & QUANTITY ESTIMATE QTY. UNITS THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. I 7 O CONSTRUCT 3' AC PAVEMENT OVER 4' AGGREGATE BASE 13,577 S.F. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 2 CONSTRUCT 8' CURB WITH 24' GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 742 L.F. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE w O CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 1586 S.F. PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO CITY :, �} ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG N0. 101-A, W=24' (TYP) 9 EA. O INSTALL STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER 3 EA. 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. I v L ` © EXISTING STORM DRAIN PER DWG NO. 1700-D (TRACT 13316) 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR ni O7 INSTALL STREET TREE PER NOTE$t(,fGi*1Doo51*E:rl BEFoREHOUSFoccur cYPfRMIT 20 EA. DETERMINATIONS COMPLETED TO VERIFY R-VALUE SIEVE ANALYSIS AND SAND EQUIVALENT OR AGGREGATE BASE. $ CONSTRUCT LOCAL DEPRESSION PER STORM DRAIN PLANS STD DWG NO. 307 1 EA. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL O9 ADJUST WATER VALVE TO GRADE I EA. PLAN APPROVAL). II. 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. TREE LEGEND 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 THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN I STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY PYRUS CALLERYANA 15 LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. I BIRDSONG PL. 'BRADFORD' BRADFORD PEAR 20' O.C. GAL 20 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER 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. I 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE — — — — CONSTRUCTION NOTES FOR STREET TREES: CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT UNDERGROUND SERVICE ALERT 1-800-227-2600 AND THE FOLLOWING UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. INDEX MAP I. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. SCALE 1 = 100 / 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS NOTE: Per Planning Commission Resolution 99-21, REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL Engineering Special Conditions Number 1 and Environmental TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL Mitigation Measures #2 will require the Construction of public PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. g q THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY improvements within Tract 13316 to the satisfaction of the City RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED THE ENGINEERING DIVISION. Engineer. Street access to Almond Avenue and Archibald TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS Avenue offsite shall be constructed. Sufficient storm drain ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ONLY. ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY improvements shall be provided offsite to protect the site as WITH THE 'OCCUPATIONAL SAFETY AND HEALTH REGULATIONS' OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS'. determined by the final drainage study. 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 THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. i i i OSTRE F 7 TREE W STAIIA Tl0n1 • �.�o or UTILITY CONTACTS I C 1 Y CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS CONSTRUCTION NOTES FOR STREET TREES EXISTING SURVEY MONUMENTATION DESCRIPTI❑N ❑F REVISI❑N DATE APPROVED PRIOR TO EXCAVATION: HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD C i TY O F RANCHO CUCAMONGA GENERAL TELEPHONE COMPANY ----- (909)-469-6327 I. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH 1400 E. PHILLIPS BOULEVARD CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE POMONA, CA 91766 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE DESCRIBED AS FOLLOWS: STREET IMPROVEMENT PLANS FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE SOUTHERN CALIFORNIA EDISON ------ (909)-357-6581 BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. NONE FOR 7951 REDWOOD AVENUE f FONTANA, CA 92336 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. TRACT 15914 DATE OHAMMAD KAZEM ZOMORRODIAN R.C.E. 43236 SOUTHERN CALIFORNIA GAS CO. ----- (800)-427-2200 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. ' (SSS EXP. 03/31/04 F Underground Service Alert 1050 OVERLAND COURT ,, BIRDSONG PLACE r FORE r SAN DIMAS, CA 91773 2 01 ��1, 1/1, APPROVED BY: DATE: U CUCAMONGA COUNTY WATER DISTRICT - (909)-987-2591 i =` CITY ENGINEER R.C.E, N❑. 24953 Call: TOLL FREE 9641 SAN BERNARDINO ROAD 11 >; 5 � PLANS PREPARED UNDER SUPERVISON OF V C RANCHO CUCAMONGA, CA 91730 1 3-Hyl-od - No. 43236 DESIGN MJK LANTEC ENGINEERING INC. REC DED 1 -800 \ ' ./ LXP:3-31-200 I MARKS CABLEVISION ------------ (909)-880-0231 . x,. ' { v'J Q DRAWN 145 VALLECITOS DE ORO, SUITE 8 SHEET L lam. 227-2600 4240 N. HALLMARK PARKWAY 9) �~ MOHAMMAD KAZEM ZOMORRODIAN SAN MARCOS, CA 92069 SAN BERNARDINO, CA 92407 MJK PH (760) 471 - 1900 1 ❑F 2 CAI- DATE l0-25-00 R.C.E. 43236 CHECK DRAWING NO TWO WORKING DAYS BEFORE YOU DIG M,K,Z 753 Pq 60' VC rn � . PO' MOD. 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CONSTRUCTION NOTES j I CONSTRUCT 3' AC PAVEMENT OVER 4' AGGREGATE BASE O C❑NSTRUCT 8' CURB WITH 24' GUTTER PER CITY ❑F RANCH❑ CUCAMONGA STD: PLAN 104 ti O C❑NSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 O4 CONSTRUCT DRIVEWAY APPROACH PER CITY STD: DWG NO, 101-A W=24' (TYP) Ig O INSTALL STREET LIGHT 5800 LUMEN H,P.S,V, BY S,C,E, PAID FOR AND COORDINATED BY DEVELOPER SCALE 1 " = 40 ' T I 6 EXISTING STORM DRAIN PER DWG# 9 0 O INSTALL STREET TREE PER MOTES#tEG&tiJA ON 5HHT s smin HDySE oily Pmer PERMIT. EX. 36" RCP ® CONSTRUCT L❑CAL DEPRESSI❑N PER ST❑RM DRAIN PLANS, PER STD DWG NO. 307 I 9 3.0 DWG. N0. 1700-D r' 9 ADJUST WATER VALVE TO GRADE a 4 4 a •���� � 1� �S, W 1 2 3 4 - s �� ob ��Q\-Po'� 33 11 6 T r N �1' + N 07 4 4 W+ 4 � �, 9!��'� � 1�O \ ` N LSI r dCA ST.LT. � 0 rA N - r J � S� ! � -` ACi . 114,30 N- 7 - - DIST -< °° 3 a ►u ; - + � �,��, �V w E 3r 39.44' G 82.61' 18.16' -< c% ^ £ S�e � • I -_ -- 41 .6 - - -_ ---- � 38.02' 26.18 `� 54.08' 30,ps• ;'� Q� - - ------ - - ---- - - _ �pFESSrONq _ = =-- �, 13 7 ' 1 7 B 7 4 �pQ M�rvoi jo �%i i � i -- � = 1 C 2 5 M ► 7 RP� "( � �o - - 7 cD Q v w / , � / U 7 p 6 4 15 8 .. 0 c w- '2 - .o 8 � No.C043472 / 36 . �_ ~ 7 W 2 - 199 FS ' N * Exp:3 3/ E XP 3 31�20 4' • / ;'j, � _ _ _� 61 .20' 5 58.61' H 7 �YRDS J�f - 93.5 T 5 Lr,),,, Ctv V 'A -11-y' Q I �7 "I \) : r'•,yF vx / �- � - W 50.89 w 74 7� N } W 38.p2'� U PLACE 27 �1 �' cA�ZF / / / ( I A N> � ^ " rn 7 a 4S, L 7 " r r2 f/"" / / r< Q + 3 . I+ --+ U + � .S , r / / Ar r Q, U + Irl M 1 '_l f��' N �, d - + IQ N - ,� �� W 1 Lo O 0 STREET TREE )NSTAU A-r►oN N 4 f- 4 Q o% 04 27 �� -P 'D s v 'A�ol !i W W m o0 0Q1 o v^• 70 . k 0� 9d T Y Q o * o ^ G` q' � DESCRIPTION ❑F REVISION DATE APPR❑VE 0 8 WATER PER 9 -� 8 �^ ��; X <� �� d� 6 X: DWG. N O.---- (n �' ',0 7 ~ 4 4 _ CITY OF RANCHO CUCAMONGA O CENTERLINE & CURB DATA NO DIRECTION/DELTA RADIUS LENGTH REMARKS STREET IMPROVEMENT PLANS BIRDS 0 N G PLACE A 08'50'06" 300.00 46.01 B 19'28'47 382.40' 130.01' �R C S10'09 35 W 132.41' T • I • = 5 . 0 ED 08'50'002" 282.00' 43.048' F 19'28'47" 364.40' 123.89' TRACT 15914 R = 60 ' G 19'28'47" 400.40' 136.13' H S10'09'35"W - 38.02' APPROVED BY. DAT EI / O/ GRAPHIC SCALE I S10'09'35"W - 38.02 CITY ENGINEER0R:CE, NO, 24593 J 15'00'00" 112.00' 29.32' /� 40 G zo 4o so 160 K 15'00 00 1 12.00' 29.32 DESIGN LANTEC EN EERING INC. RECOMMENDED BENCH MARK - _ I" e L S25'09 34 W 57.53' MJK CITY OF RANCHO CUCAMONGA 7 - -- M s04'50 24 E 57.53' 145 VALLECITOS DE ORO, SUITE B ( IN FEET )% N 210'00 00 38.00 1 DRAWN SHEET SAN M A RCOS, CA 92069 BM NO. 77 CITY OF RANCHO CUCAMONGA 1 inch = 40 ft. MJK PH (760) 471 - 1900 2 OF 2 ELEV. 1860,561 CONCRETE NAIL AT TOP pF HIGH CURB AT THE SOUTH EAST CHECK DRAWING NO CORNER OF HILLSIDE a HERMOSA. M.K:Z �,,, j 15