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HomeMy WebLinkAbout1237 BENCH MARK : GENERAL NOTES: DESCRIPTION QUANT1TY UNIT CITY OF RANCHO CUCAMONGA BENCH MARK LAO. 82. CHISELLED -Cl - IN SOUTH CURB 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITYRETURN. SOUTHEAST CORNER OF HAVEN 1O CONSTRUCT 3 ' A.C. OVER 4 ' BASE............................................................... e7',arriS.F. OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS AVENUE AND WILSON AVENUE. FOR PUBLIC WORK CONSTP.UCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO O CONST. 8' CURB & GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 303............ Wa71 -L•F• ELEVATION 1817.926 THESE STANDARDS AND SPECIFIC S. O3 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. 308........... 4 •' 6 S.F. 2. ALL PIPELINES OR SUBSTR RES OF ANY KIND, TELEPHONE OR POWER POLES , WATER METERS , VALVES , FIRE HYDRANTS , ETC. SHOWN OR NOT O CONST. DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. 305...... SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE (x 3 , W 16 ) ..................................................................................................................."... 6972 S.F. REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST O CONST. 8' CONCRETE CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. DWG 301.. ab L.F. • TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE O CONSTRUCT BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. 405............... t L.F. HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY I DIRECTLY OR INDIRECTLY- 7 ADJUST WATER VALVES TO GRADE.................................................................................... 4 EA" F I " DAMAGE TO EXISTING FACILITIES RESULTING O � I ' � I � •� I � � I , i ' I � I I I I ' FROM HIS OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON BARRICADE.................... .9THESE PIS O Ems' I I �w.�oo O REMOVE EXISTING ........................................................................ 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA O9 INSTALL STREET LIGHTS (5800 LUMEN) WITH EXTENDED MAST_................................. 22 EA. " ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 23 24 25 26 29 30 31 32 ENGI 27 28 WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. _ / OR OR ENGINEER. 12 INSTALL STREET SIGN PER CITY OF RANCH CUCAMONGA STD. DWG. 401..................... 4' EA. �i•r.. `��-•• � ti•.�u"� 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACT - :33 PAVING STARES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT 13 INSTALL TRAFFIC SIGN PER CITY OF RANCH CUCAMONGA STD. DWG. 402................... 2 EA. POINTS WITHIN 0 . 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE - ? r) ' A THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE _ N 15 CONSTRUCT 48 R.C.P. 1400-D................................................:...................................... ABV L.F. �" ,�� REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE 2 � 2O 34 AREAS. 16 CONSTRUCT CATCH BASIN PER PER CITY OF RANCH CUCAMONGA STD. DWG. 504.... 11. EA. � g � 8 � 7 ' 6 1 5 � �)� 6. ALL SEWER. WATER, ELECTRIC, GAS. PHONE OR OTHER UTILITY 81ci CONSTRUCT LOCAL DEPRESSION PER PER CITY OF RANCH CUCAMONGA STD. DWG. 518- 1t EA. a� LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO 9 13 5 2 35 PAVING. STREET" TREES (ESTIMATED) 40 EA � 0 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, IWSTALL SW 12-C.P. 51rX2M 192AIA (/4 AO> . . . . . . . . ••. . .. _ _'••.•. . ••••- • • ••:: • • •• X011 L.�. 1 INSTALL SO" 92-C.P. SfoQm 0uuA1N (/4M0� .... . ..... 3'7 1-12. 12 COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED ® IkJSTALL.. 24" 2.C.R STCe2M 0;QZ1W e/¢GbO� 0570 L.R• _ AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT ® : :------- _ :•:: • - ��- -"" C �E WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY It.15TALL I8. I?.C•P STORM t�?Al►•l CEiE.E �1'��� ��� ' •- • • - - - - -- •':•:�:- a1C L.Fm• `�,7y 1 1 h 1 ® COI4-S71W GT MAI.11 OLF- "A" PFJZ CtTY 31'C. 510 G EA► • i•!'t. Irl�. '.Mi.+�>.}'" ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS ® C_0WSTQuCT JU*ICrOtJ S•TT.?11CTU12E- "A" ;=EM CiT`j STD soa •- • • • • - - - - • ---• - 2 eA AND/OR SURFACING. ® ccs l4*rixuGT Cwk=c H M�t►.I +.I! 4 PE.+C arty • `O� C`�//I � W) - . - . . . . . .. . .•. . 2 ! 7 2 S. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE - 3 Z SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND -� 4 GRADUATION OF ASPHALT PAVING. 6 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BR SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: 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 (PRIOR TO PI1GVM RR YU>R CURINIM An IM lazom: - FINAL PLAN APPROVAL) . .11- WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS A. CUMM 1 CMM NATU DISTRICT (714) 957-2591 - Q OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 9641 SAN Bi zr>n M STREET LIGHT LAYOUT A -INDEX MAP ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR RANG CUCAtfiNC�• 91730 SCALE: /"a zlav' DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A D. MC00=12N V= DLVM= (714) 593-7474 QUALITY BETTER THAN THE NATIVE MATERIAL. P.O. MR 54153 z _W �Z. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS IAS ANG=, CA 90054 NATIdNAI F001"_7- STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C•C. C• 90j11l1m EDI�Cl1 (n4) 947_8201 JAIRO RMO SAN 6ERNARDIND SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED 1351 L icR7NM SnR1G.'P ----- RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CpRIO. CA 91761 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE S1'E, D. AL (714) 980-1526 ITMO CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN 9000 1IM"M AV= (714) 865-6505 INSP):IL'" rt DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A R11cx) arAtO". CA 91730 SIRE BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED• IN THE ESTIMATE OF QUANTITIES SHALL BE E. SMI?m CASA GAS (n4) 798-7773 W GRMRI MEET T , g� � CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. ` vIVIENOA P.O. BGU[ 3000 �Cf M� gG� ��W STREET REMAM, CA 92373 "' 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 � � AND 402 $HALL ' BE CONSTRUCTED AT EACH INTERSECTION. 5 yam.4�' AW %V,"PA � ROAD fR[E3tDE Ro�D F. sCOTr CAffiE T.V. {n4) 957-7121 ' 9524 19TH S1RF2.? t� 11� 1S m REE o CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM �,� gyp, CA 91701 X41"Ad�% 4k� iS fly I2� 15. } RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION pEEU BEECENUE ORrvE � lQt.11t5TR1AN • ' � IZ� ESMT, ' f0 b � AVENUE DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN - LEYEL L/.UB ,.��e' WILSM REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR �� �• - s;• >" �" SL E rARtEs, ARADE 3AflE' APPROVAL. �.,E Q•• .� TRA SNOT TO EXCEED S:t �F� �-1 E6E 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD' ZR � •' , FREE ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BEAMABr 01wr 4* 40~ N�sH-SIDE CLEANED UPON REQUEST OF THE INSPECTOR. •i,rmt /!m C)rr a' /W STREET ,ca,r vo cAe_4AocW4wl • • tnlsT bt�Ct 17 . CONTACT UNDERGwou"D sexvim AL1�T AT I-8W-422-41.93 AND ALL "�` . �, �' TYPICAL SECTION ww 's 1De LmL.r1'Y COMPANIES AS REMIRED, 2 w0WING D" PRIOR 70 EXCAN/=K)1 . _ CT�'�'u� 3 W GR IV, N.T.S. . _ 18. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT , SHALL NOT BE PLACED UNTIL ALL UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED. ALL ONSITE IMPROVEMENTS COMPLETED, CANISTEL AVENUE AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE VICINITY REMOVED AND REPLACED AT THE DIRECTION OF THE CITY ENGINEER. NOT TO SCALE SLOPE VARIE5, GRADE 5AM[ OPE VARIES, GRADE SAME AS EXISTING DEER CREEK A3 EX, NOTTING O EX CREEK TRAILS NOT TO EXCEED 5:1. TRAIL9, NOT TO E XCEED S�1. ww 50 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL 60 ORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF VARIES VARIE 25 25 VARIES REP VARIES 0� 30 � WORK. t I 12la' /d' 4-1 12� 15 . 15' "l1 /B' /t' .7. i5: �t EouE5TR1AN ESMT EQUESTRIAN E i E SESRwn 9, 9 ' y• 9• s E°uIESMT DESCRIPTION o f R E V I S I O N PRIVATE ENGINEER' S NOTICE TO CONTRACTOR = 1 5' 9' 9' 9" 9' T'A' . DATE APPRO LEVEL L�,VE o,se' LEVEL LIAff O��' D LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 2•i OAF* �� � �' off, '_ �. I �DAYLK�1T Z,/' _ - _ - - � ' --�- - e-�- - ,� ' CITY OF RANCHO CUCAMONGA THE EXISTENCE AN _ _ _ _ _ _ _ _ I SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OR AVAILABLE RECORDS. PAYLIGHT - - - � EX fST'C'W. i TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT = • TITLE SHEET EXIST. GRD. THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL � c�v!+r.3 ./G• ' PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHERS '�G' oras' 4' a SLOPE TRINES GRADE SAME S ONSIBLE FOR e�u''��4 ortrx Q' e�+� SLOPE VARIES. GRADE SAME PAYL*HT-� ctx1r a uaro� pIYLWHT ES NOT SHOWN ON THESE PLANS , AND I RESP ci��-ot+• AS EXISTING DEER CREEK e�•�rr�t s>�it c,rr'ar� AS EXISTING DEER CREEK �nT Cp LIES OR STItUCTUR dWrMT THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. HIGH SIDE ,t'11mv�o c�,"+c�� TRAILS. NOT TO EXCEED 5:Ir EXrsT.GRD �tt�o cc,�,.�� TRAILS. NOT TO EXCEED 5:1 TRACT • NO . 12650 -- 4 CGRAPING _q� VMO. ,vs eo! pro o:vta. �v: eon TYPICAL SECTION tow stvE cn�wL � _ TYPICAL SECTION Law slvE . GfKAVI"G HIGH SIVE GRAVING . . N.T.S. GFZA,'VING IMPROVEMENT PLANS 1 SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR N.T.S. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE BOULDER CANYON ROAD CANISTEL AVENUE SHADOW LANE �� RESPONSIBILITY JOB SITE CONDITIONS DURING THE COURSE OF t,ONSTRUCTION CITY ENGINEER RCE No . 97 OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT W I L DERNE 55 DRIVE Q %LTO,oNq THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO ��� M�tT�N��Fyc DES I GN MADOLE AND ASSOC I RTES RECOMM LADED NORMAL WORKINGG HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY ��s moo y� J.L. THEN OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL CONSULTING LA CIVIL PLANNERS ENGINEERS AND HOLD °` � IIe. 1�i11 � '� AND LAND PLANERS vVIABILITY, REAL OR ALLEGED, IN CONNECTION' WITH THE PERFORMANCE OF * _ell-89 * DRAWN 1920 E. 16th O NIA SHEET WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE SANTA ANA. CALIFORNIA 92701 S.W PI•IOPIE 714 935-254e OF 5 NEGLIGENCE OF THE OWNER OR THE ENGINEER. sr CI �lF of cA��F CHECKED RCE LA0. 14A f 4DR��WING ATE 1v) r FILE No -37 DEER CYN DR 32+00 TO KNUCKLE - 8[0,541PF: 126504 315 22-Oat-87 08: 14 AM / 110-722-1 I ? A. I � BENCH MARK : -'-� . _ - - _ s - - __ _- - - - - _ - - - - _ - _ . _ - - - - - - -- - - -_-- -- - - -- - - - _ __- _. -..�_._.. _ t �� _.� -- � ------ - -- ---- --.. .... _.. ..-- - - ._-_-- - -- -- --- - - -- -- -- -- ... ._. _ -ii- : : int.I �$C} . . _ - : - . . . - . . - - - T - U A I}F :RANCHO CUC MICA Q - - - - - -- - - - - _ -- �p - _ �t - - - - - - - " -IN -t �a#f -- --- --------.,-.- -- -- . -� __:_ , - -- _ t - - _ ,- -�- . _ : : : : - u `sews Ash a - . �_._ �-T-- _ + : : = - - _- -- -- - - N. TWE T C RN# R _ _ ##A'ttEtr -. _ : - : : : -- L - - - _ _ - - - ---- . - --- �4 . +: - : .: O . - : : : - : - - - : . : . - . - - - RVQ A W - V - - - : to Z. to ENI1. 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OUT _ _ _ __ - o - . . - - - .�oQx o o T- -- -___ _ 7---7- _ - _ - -- - - } { .- _ v ;. cft _ - ----_ t� f t - . - _ - 4 _ . _ . . . . : t PROFILE °' L-2` ,'6d' ~ -'~- M rem - - - _ - _ 1 : HOR I Z 40' N O � 19� y - - _ r VERT 1 " e' 99y. PLAN 1 "= 40' f t { 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 32+00 33+00 34+ 00 cn Tor ior co LrJfl 23 24 hx 25 °2 > z 3 0 $ 31 32 '9• g + (t1 al 3 100.00 157.00 L-57.60 1r-110.6. L-ae.61 _ (� 2 7 2 8 9 f f ".� �� L-110.90 L•19..3 C' • ' d • �- -+.rwr'- may.,. ,.+... .,... _.' ra«'. � 'Jf N 1 P 1.� � � _ .02•�• -O rd 9 '`a -� xe. - w_ te.atr f S E STRf11M 1 2 ,,��' +• p _. .. . - - N 71.2 ' 12•W „1` 4 �. 2 E :• ' ` O � ..��•,_. . L-101.99 EASEME ►.•Is1.4 ,;..,...,r .S _f �` ^• `' ii ~ - 31 L-105.74 L _ �� T Q -t- U �► ` " 60.30 L-59.71 •14. -44.53 ,N t ' 74.94 !6', . E L-104.04 w 12 33 _ - i _ - _ - _�- T •-r-- -• _ �1L•103.59E„E � ' 16. L-101.39 �4�'�j ' � �'�• 9 � � 20.E �.rs• ` ... � � ��l - --- �/15 � 21 �`- �, ,•, 9' L.,z1.1e � xy•a�� '0�� -- `� �$ 22Ir g 20 \ -- _ L-11o.es - ` ! �t,' U�1? 15 ? ,�/I 14 1irc- X o ,�, �^ g v se $ .� a + N s 9 s 17 o18 ID •ti m -� L... XO of + o ,,�• CONSTRUCTION NOTES BOULDER - CANYON ROAD � CONST. 3" A.C. OVER 4" BASE 02 CONST. 8" CURB AND GUTTER PER CITY STD. 303 DESCRIPTION o f REVISION DATE APPROVE ® QEfNO" a EXIST. SAMILICAm CITY OF RANCHO CUCAMONGA O CONST. DRIVEWAY APPROACH PER CITY STD. 305 CX = 3' . W = 16• l PLAN AND PROFILE CURVEDAT CURVEDAT 10 INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT « t►•1WAL L OTWmff g� E'ER c t TRACT • NO . 1 06045' 05" 618.00 72.82 36.45 1c 20052' 12" 582.00 211 .99 107. 18 13 INSTALL TRAFFIC SIGN PER CITY STD. 402 BOULDER CANYON ROAD1 s 06045' 05" 600.00 70.70 35.39 L 20052' 12" 618.00 225. 11 113.81 Q 06045- 05" 582.00 68.58 34.33 M 14000' 40" 600.00 146.72 73.73 4 $-� 150 05' 52" 600.00 158.28 79.60 N 100 41 ' 43" 518.00 115.36 57.85 who?ROTESSIO CITY ENGINEER RCE No . 97 E 15006' 52" 582.00 153.53 77.21 0 13°50' 10" 102.00 24.63 12.38 �� *%LT I Fy �S �,o s DE 1 GN MADOLE A A I ATES RECOMM DED <� CONSULTING CIVIL ENGINEER13 ea F 15°06' 52" 618.00 163.03 81 .99 P 93° 14' 08" 58.00 94.38 61 .37 ., No. 14814 �, „ AND LAND PLANNERS 22046- 26" 500.00 238.49 120.84 0 75041 ' 16" 27.00 35.67 20.98 # W. '3-31-89 * DRAWN 1820 E. 16th Street SHEET H 220 46' 25" 618.00 245.54 124.46 ® 7�•-t1' 1G" �. oa r^.� a'1. I& v p SANTA ANA. CALIFORNIA 92701 4 5 �rr E Oclv%\�F°�\P 7 4 836--254a O• 1 22046- 26- 582.00 231 .33 117.21 Q 4'24'2S" 582.00 4.4.76' 22.39 r RCE N0. 14814 DRAWIN 20052' 12" 600.00 218.55 1 10.50 0 1 td00'00" 102.00' i 17.880' 6.92' ATE FILE No 123-7 M CANYON DRIVE - 8CO.541PF: 126504 310 21-0°t-87 10:49 AM / 110-722-1