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HomeMy WebLinkAbout1372 BENCH MARK: GENERAL NOTES 1. All work shall be done in accordance with these plans, the City ofBENCH MARK 106` 96-B Rancho Cucamonga Standards and the Standard Specifications for Public T a'I.r AT THE NWC OF HAVEN AVE. a Works Construction - crr t u en edition. Contractor shall be familiar /�/�✓ 19TH ST. , 4-4-FT. W. HAVEN -- ---- • - - -...�-- - - - - - � 83 FT. 19 H S SET . with and shall be responsible for adherance to these Standards and "- N T T , Specifications. t CONSTRUCTION NOTES & QUANTITY ESTIMATE '� /Ml'r, ,VA �,w•,e �,� DRIVE PIN a/C.S. TAG IN TOP �( AT THE E. END OF A HEAD WALL - t FOR 3-24" CMP--ELEV. 1430.686 2. All pipelines or substructures of any kind, telephone or power poles, ('ice-CONST, 3" A.C. OVER 4" A.D. - --------- -- , - 57 O/O 5.r 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, relocated or protected -CONST. 6" CURB N/24" GUTTER PER CITY M. DWG. NO. 303. 3�0�0 L.f: e7 ' `' `' 87' in place as required at no cost to the City of Rancho Cucamonga. 3 -CONST. SIDEWALK (N=4' ) PER CITY STD. M. NO. 310. /2p /60 3. Any contractor performing work on this project shall familiarize him- COX". SPANDREL & CROSS-GUTTER (R=3' ) PER CITY STD. DAG. 110. 308 .-----'- - 1,14.5 $'� ,revc% �.�wa existing facilities resulting directly or indirectly from his opera- G self with the site and shall be solely responsible for any damage to tions. whether or not such facilities are shown on these plans. 5 CONST. RANDICAP RAMP PER CITY STD. DAG. NO. 310. ------- --- ---:-----~ (D--INSTALL STREET NAME SIGN PER CITY M. M. NO. 'S 401 R 402: -------------- i a•r� _ ��_=_ _�_X 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering - Department prior to any encroachment or construction within City of INSTALL TRAFFIC STOP SIGN PER CITY STD. DAG. NO. 40Z. ---------------------- EA Rancho Cucamonga easement or right-of-way. P . s �-INSTALL STREET LIGHTS (5800 LUMENS) .TO Vie► TiF�- C! 4y ltc.t. AAA& MAIV � �� S. All grade stakes shall be set by the Contractor or Engineer. Paving A rye P&-ZI-evoo,r f' Coo'TZIM-14 Mp rf,,ev 017-'r r/gA,"/C `,Oc i --- ---- --------- - - /7 JrW stakes shall be set at all hinge points, edge of pavement points �CONST. LOCAL DEPRESSION Tym C" P /c C/rr sjp. DwG. Aub. r/8. --- •- --- ------ ---- A E . within 0.01 foot of sub-grade elevation and at not more than SO foot ^ TERRA VISTA PARKWAY intervals. Additional paving stakes may be required by City Engineer CONST. CATCH BASIN NO. 1 PER CITY STD. DAG. NO. 502 (N A V PER PLAN ) := -as needed at warped or vertical curve areas. 3 ��.. TYPICAL SECTION ll CONST. BARRICADE PER CITY STD. M. NO. 404- ------------- ---- - -------- �� L•f �d 6. All sewer, water, electric, gas, phone or other utility laterals, A10T jo mains, or crossings shall be constructed prior to paving. &-00N5r CATCH AA5/1V AoV 2 ASK CJTY NO. bot (W f v t0)_-)K PfcAIV) --•---- 5 ,tA• VICINITY .MAP 7. Compaction tests of- embankment construction, trench backfill, com- & covsT. A=1L amrxe5s/ON Type !�,w mm C/,-7' STD. Dom. AVb. s/8• -- --- --- / ArA actin original round and all sub- rades.shall be performed at no " "' P g g g 8 P CO/tAlST f.OG1�C. O,E>"/�c,C55/O/V Trl',ty � /'Z-R G/T)' ST.D. +CJW'g. MO. s/B ------------ --•-- J ,C'At. cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval -CAV'ST. l /!/� /lily'.POACf/�j�•/r1gl/I0SrO7HCeir/res T/yAwV.ts3lCsiTrsTrIOJYf 1�f'..-. SS EA prior to the placement of base materials and/or surfacing. j S. At the completion of paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to verify stability oil content and Gradation of asphalt Paving /f L V/ s2 9. Prior to installaticct of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: and sand equivalent of s' lo' lo' I /O' , , A10. aggregate base. sieve analysis yS i s q 4MViCG , 10. Paving shall be performed in accordance with R-Value and Pavement testa taken to determine structural sections (prior to final plan approval) r ' L.rW� a�• 4•QTS 11. When Isiprovemetts are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks - -•� 1 '`�_J 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 natives material. T I. 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 MOMAIN VIEW DRIVE KEY 1RA! applied at the manufacturer's recommended rate for the full pavement wo sewtIE width prior to paving. TYPICAL SECTION 13. Estimate of quantities is provided by the Engineer only for the con- FROM .STAB 49+98.02 'TO BTA SS r19.!• !Mo son�.s venience of the developer, the contractor shall make his own deter- O ,✓ mination 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 401 and 402 shall " constructed at each intersection. x( 15. City approval of plans does not relieve the developer from responsibility 1 N for. the correction of error and omission discovered during construction. as Upon request the required plan revisions shall be promptly submitted to A the. City Engineer for approval. 16. Bork site and exterior streets shall be in a neat, clean, hazard free, Qs < ' orderly state, throughout construction. Site shall be cleaned upon request of the inspector. cj, G/ 17 Native soil to be scarified or ripped between median curbs prior to fill placement. e< I 13 Contact underground services alert as required, two working days 7 T1 : 6.0 R= &1 prior to excavation. Phone 6 1-800-422-4133. Provided for your *_Z �- convenience are the following. HO aHOF-T • A. -San Gabriel Valley Municipal Nater District T- E Mr. Bob Stallings (213) 969-2718 for Buse Line road construction TYPICAL SECTION B. General Telephone (300) 422-4132 ` for underground service _ NeT �� C. Southern California Gas Company (714) 798-7739 3 1981 W. Lugonia Avenue Redlands, Ca 92373 - - pRtVE CONSTpurTIM? NOTES FOR STREET TREES MOUNTAIN VIEW 1 . ALL STREET TREES ARE TO BE PLACED IN ArCORDAMCE WTTR CITY STANDARD 601 . D. Cucamonga County Nater District (714) 987-2591 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING: TO CITY STANDARD 9641 San Bernardino Road 605A. -- - - -- Rancho Cucamonga, Ca 91730 - 3. SOIL FERTILIZING: AND CONDITTONTNr. SHALL BE IN ACCORDANCE WITH SE(OrION 212-1 . 2 OF THE STANDARD SPECIFICATIONS FOR PIIBLIr WORKS CON16TRI)CTION. R. Metropolitan Nater District (714) 593-7474 TYPE I ORGANIC SOIL AMENDMENTS SHALL BE USED WITH THF RATIn OF 1 PART DESCRIPTION of REVISION P.O. Box 54153 ORGANIC AMENDMENTS TO 3 PARTS NATIVE SOIL. ALL AMENDMENTS ARE TO BE DATE APPROVE Los Angeles, Ca 90054 THOROUGHLY MIXED PRIOR TO BACKFILLING:. 4. FERTILIZATION OF ALL STREET TREES SHALL BE PER THE RECOMMENDATIONS OF CITY o f RANCHO CUCAMONGA F. Pacific Telephone Company (714) 999-5639 INDEX MAP AN AG=RONOMIC SOILS REPORT FURNISHED TO THE CITY INSPECTOR . 5. NO STREET TREE SHALL BE PLANTED WHERE THE CEtTTER OF THE TRIiNX IS CLOSER G. Southern California Edison Company 4714) 983-1746Tom. THAN THREE FEET ( 3 ' ) TO THE FACE OF CURB ; [INI,ESS OTHERWISE NOTED. NOTE: TR. NO. 1 3 3 0 4 422 North Second Avenue AVM':' STREET TREES TO BE CENTERED BETWEEN BACF OF CURB AND EDGE OF SIDFWALK. Upland, Ca 91786 �t1,8 $T,P.EE?'" T,�EES, �EcSG�iVl� 6 ENGINEER ALL ET TREES ARE SIIB•?ECT TO INSPECTION AND ACCEPTANCE BY THE CITY O vtT oipr. STREET IMPROVEMENT ;PLANS 19 The final or surface layer of asphaltic concrete roadway pavement TYPE'S ETA'. SEE ✓��EE�-S' ✓�"• TiS�/ 7 ���5 �T( shall not be placed until all utilities de utility laterals within No. 4 the roadway have been installed, all on-site improvements including all grading have been completed, and all unacceptable parkway andV1�- roadway improvements are removed and replaced to the satisfaction of �'l� APPROVED BY DATE �d the city engineer. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR DTIC CITY ENG,NEER RCE NO. 223-77 20 On the interior streets where sidewalk is adjacent to the curb, the THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHALL VERIFY ALL M ADO D- SOCIATES INC. e installation of street lights, street signs and fire hydrants shall STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- CONDITIONS AND DIMENSIONS DESIGN: RECOMMENDED be located behind the sidewalk. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AND SHALL REPORT ALL DIS- G. H. OF SAN BERNARDINO COUNTY P. que NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER CONSULTING CIVIL ENGINEERING Qfi -'T r. CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE PRIOR TO THE COMMENCEMENT DRAWN: AND LAND PLANNING SHEET PROTECT 545N.Mountain Ave.,Sults 105 THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF WORK. ,E. M. T J/K. UPLAND CALIFORNIA 517 �_ OF 7 NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PHON (714) 94<---2-r49 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CHECKED RCE. No /'fie,¢ DR W IN2 NO, OF THE OWNER OR THE ENGINEER. C/TY rE FILE N0 X26-e11s IA=leoelEcr .�.yEEj' BENCHMARK : - - - - - - - BENCH MARX NO 9 6 B _ - AT THE NWC OF HAVEN AVE. i - - - - - - - - - 19TH ST. , 44 FT. W. HAVEN - • i 83 FT. N: 19TH ST. , SET \ - _ / DRIVE PIN w/C.S. TAG IN TOP = - - - • AT THE E. END OF A HEAD WALL V = S3 - - 9 f/ .FOR 3-24" CMP--ELEV. 1430.686, • op � - j�) b N s �• ROME - - - v to . 5 v P. 5. ° ° N fi 4 - - Z 2 o N • - - - - opow AQ - fE1 % — 4M _T 14; ij ! f - - - - - rs h. +Now 6 _ / 4 + t! t r + jlgi�� -1 O N Ilk y i Lp c4 p A Q M - - /� t 04-tf t t _ _ - } ort t + rn - } i ; 2• i PROFILEAos r. ' • _ _ t t �' 1 -4 ! t i - } �El ,CSIO / - ? - {— t VERT. iT-T ~s4' c 1 « 1 p 2 ,3 4 6 2 , ADDISON ROMA • Ito ^r �r it27 SrAtC LI/N �,E � • "sTo�"ricv,�f T M � ' � g � � •`;�..�_ N •41 r21" � ! '° G M^RK//VGS. _ i 5 ; /i q VIU /7 /e /7 b t� �Z w u Z � /fo �•:• -� /�dl>/SON N 69.41 24"ti1 Q ` ' wit 44 F y.. ful 67 40100 40. \x.00 �!!. .00 44 .00 40. r 40.00 40.00 44.00 \• •. :'1 t. i "a'i C :, :�'1/' �.i• Y. e: :i: '::^'':Y, tj 2 2 •�1 , • II �• „ ,• p \ due V. `ve„ d I , Pc 'j's ' /�. 2 � `D / 4 I a // g �o � O y •� 4 1D C 30G• lz l�9't7 O ArIA1/AMS i = c� - _ z� b Q 3 ,c�3•'`j/� \ "�r8 /LW/C TEW� ✓15,rA f 0► �W,4'/ m*y EAST-/K/LLACir/ ' / r :r 94.50 :r r':i , IS AW. TO MAC/A/T,4//V 0/EId S.e•f/• 75.00 ~ S 89.97 OX/p,. -6w7, ,� Of®SNT.9. o y CARLIStE �0 o Z % 1�4 Jws 11 jjj ;DFESS/p � �r � or ej �r_ snA9T � �,, �► � �r /rl�T o ��TO�, ' � DESCRIPTION of REVISION ATE1APPROVE Q o . 5 T c/�+ �,�ln ryc,,�w�y ! CASTER WAY H ``� � N irARLISLE PLACE •° .� o N*!. � . � �;NL � e �� CITY of RANCHO CUCAMONGA ° K vom p.^M. K EW ctvi� * TR- N0, 13304 ADDI,SOriR OAD .�._ ._z_ - r� coNST. 3" A.c. ovER 4" A.D. EET IMPROVEMENT PLAN. ��,�«. �,�, �/� ��, CONST. 6" CVRD N/14" GUTTER M CITY 3TD." M. NO. 303. O— CONST. SIDEWALK (N=4' ) PER CITY STD. DWG. NO. 310. A��1SO� ROAD & CARLISLE PLAN 83.00'00' 27,00' of•l/' rse?' �--CONST. SPANDREL B CROSS-GUTTER (x-3' ) PER- CITY STD. DRG. NO. 305. � a-- CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. • a G /00•.33'20" 97,00 ' '7-�' �•�/ Ga---INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 'S 401 & 402. APPROVED Y DATE b jj• x,30• fle-00' er-87' /j.22' �7 INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. • 4O BO----INSTALL STREET LIGHTS (5800 LUM$NS) .1bT �'p�'� ��'?� •�'�^ llt•a0, t'.�r' IN GTY ENGWEER RCE No. 22097 ` - _ !! CONST. BARRICADE PER CITY STD. DWG. NO. 404. •�'c,,6• ,QO /sy.2a �t tel• C.1]r-H OWN vo• s /,etc cirr STD. o w. �v0. 000 (w 'V O ^Ak). D E SIGN a ADA ASSOCI TES, INC. D.RECOMMENDED Of SAN 6ERNAADINO COUNTY Gee o�Q �ii/fie /s Cater. LocA L o cmxcsslom �• �- see. G H. 77/'c it" /"�� G/rr �• CONSULTING CII/IL ENGINEERING r �—Cwsr. ,GOC-V- 0=-,- -SUSIOA/ rY,-a rs � C✓rr sro. o•�. wo• ��e. pRAW N: AND LANG PUNNING T \ b4S N.MamtNn Aw..Sulu 106 l4 CIWST. OR/vE APPRaA�H oze!or0mow/SE s X•lY�C17Y-47V AWA /VO.lAr 4f• M. T JR- UPLAND (7th CALIFORNIA atM � �F HEC KED RCE No �� DR, w IN N0. TE S FILE No -°//s ~ •P• P b P SHEET FOR "A" & "E" STREETS - 33 [0.271 PF: 811 275 02-Nov-87 09:29 AM / 26-811-1 NEW ME MEMIRE mmmmmmmm---Em =SEEMS sommommossommoso SEEMS MEN MEN MEN ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■NONE sMonson ssssss 1 rNwlm--E-- Omni EE MEN 11 SENSE Cm 4 0 Sig ISE 0 00 SOME SEMEN 1711PYR so !us HEW mr.immorl MEN r-NIRMire. soon NMI all j Me 0010001: MONONA ismallonsomim mail 692 IN Nis Is MEN SON ■■■■■■■■s '.gym ■ on s■�.. 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N;, ■■N�■■ m� ■■m■■■■ _ _ .._ ■0 N ■Ammo ■ ►�■�� 4 MIRA MENNEN 0 3S I■ ld= NEW son INN •_ � SEMEN16 N ■■■■ ■■s��: ,■, ..fir � r � ssm9 MINSIVAd MEMO WEBB ��■■ V Us M am so NONE BE "M moommommon 0 1 I ■ OEMc _19 WE___ ..��r�l ■ mn■■■m■��■�I�� ■gym r�r EmA on s. �� .. =1I�� _ J, c a Mb PR ■... .� a o■■■■ mom - sC ; ■�t�■I Eli/ ��!■s ��• ! �■w! inti: ■ m�i�i■sm■■s■ { �� ■m limp M1 OEM mom mom so mom mom ■moMEMO s■■ ■■m■■ so MP NONSENSE I t - - ! i� ■ ■ ■ OEM NONSENSE mom INME No 0 son on I � __ ■ ■ mom■■ s■■■■■ msos■ 0 VMS W�� mogul hXF, -vlr_vrn I- � g �� ! - M -1111. -4 • • © .. ir moi, • ►• ►►'tea�,��i@Ii - • Q � " � • • O O / 1 1 r • © • • / . < IF • - . - Y BENCH MARK: - BENCH MARK 140. 96-D _ - IT THE NWC OF HAVEN AVE. i 19TH ST. , 44 FT. W.. HAVEN i 83 FT. N. 19TH ST. , SET oDRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WAIL E� FOR 3-24" CMP--ECFV. 1430_686 ff fA '1► N r I . Is b G . N 1 t _ -� __T—----- t .t 4- -1 - - - - - - f4 ♦ 1 1 i I t ( _ - - 4 --j- . f : _ _ -- - i i r 6011 /f Ct1 S9 1 14 : - - --t t t 1 r r - t PROFILE ' - - - - - - ( -- - - – -- - -- - - } t # t i ' MOR. t 40's i f - - - 1 - - -- - - ♦ V f - - - - -- - - - - - - 1 1 f 1 : . ' . . -• : : : i i i -i - } -1 -- ! M • ! ', -� 1� VERT. I 4 CONST. 3" A.C. OVER a� ---CONST. 6" CURB N/Z4" GtTTTER PER C2TY S'A'D• DNG• 11C�• 303. r• �./�, ®-CONST. SIDEWALK (N=4' ) PER CITY STD. DWG. NO. 310. a7 ---INSTALL• TRAFFIC STOP SIGN PER CITY STD. DWG. NO.402 SMD�t �� C. o-INSTALL STREET LIGHTS (5800 LUMMiS) .70AW/N- ,8Y l �-- CONST. LOCAL DEPRESSION PER CITY STD. DWG- NO. 518 . O— CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. No.. 502 (N A V- PER PLAN 1 . iNST.►t-:t- STR��T NANO& SIC-" I"�C/C .G/Ty ST0• DWG. NO.'5 �/o/ f VIEW DRm U AWAY )LOAD wrr `_ cr %- r; 6ffp;T 3 jNo'. �_"Pet via s09 Mroor s cr a Des. &c. ?WV- /b/WA/Trt/rt/ yiQv ovvva .51 u II 11 STit,t=aT /4f/-Ko 9wArA 7- P%4AIS lot rt 1S 8 '• � 2po �� 6'70 C f C�,aj ,E,�'IrJN "..E N •65'49-V N a 2 t 36,2°I h�i'1.yi✓,yy iFtyfO 8 a 3 ��1b•1` Av 10 / , N ° * a DESCRIPTION of REVISION DATE Aplonov AVST�LL L/M1T LIAM MsToPN ,.�,�M,�NT M^max- CITY of RANCHO CUCAMONGA ESTON TR. NO. 13304 PLACE . r IMPROVEMEM PLAN " WESTON PLACE APPROVED 13Y r D ATE � �p r CITY ENGINEER RCE No. 2897 OfIssloDESIGN: MADOLE IN ASSOCIATES. IN RECOMMENDED MI�I.To# H OF SAN BERNARDINO COUNTY �I�--• 14'�t�Sp CONSULTING CIVIL ENGINEERING Q Na 114 DRAWN AND LAND PLANNING• SN�EE T �+ n, 540 N.Movrttetn Awe Sulu 106 UP PAND NONj(Tt�4) 94G Q9�SLIFORNIA T 9 �F *•?,� ClV l�- NEC KED RCE No /4S/ DRA51ND N0. _4 LL 4� • �a CAt �'/i Y TE fAdfT071FILE No/x-625 •P• P b P SHEET FOR "D" STREET - 33 (0.27) PF: 811 277 02-Nov-87 10: 12 AM / 126-811-1 f ' ■■■■■■■ ■!■■■■■■■■ NONE■■SOMEON!!■■■■■■ ■■■■!■■■■■■■■!■■ ■■■Ori■■■■ilisommommoss MEN ■■ . loss■MEMO■■■■■■■■■s■■■■ NONE so!■■■! EEs■sEE■!■EEE!■ =1■!■■!!■!!■!■■■■■■■!■■■■■■■■ ■■■■ ■■■ M III IME■■■■■■■■oo■ ■■■■■■■■ ■■■■ ■■Nn■■osl�■!■■!■■!■■■■■■■■■ ■o NONE MEMO moommonsommm4i ■■■■■■■■■■ ■■■ ■■■■■s■■■■■■■■ IME■■■■■■■ MEN ■■■■■■■■■■■■■■o■■■■■■ ■■ o■■■■■■■■■■0?'1■■■■■o■■■ ■■■■■■■■■■■■■I�Q���E■■■■■■■ ■ mmro'Jm■■■■■■■■■■i ■■iii■■■■■■■■■■■Mos■■■■■■■■ Monson Monsoon No I■EE■ ■ ■ ■no■■■■■isiEilE■S■ .. • .� , . y ■o■■■■slf■■■tit■■■M■S■ ■■����■� . ■■uivcu-mwm■■■pz Ron son -- ■� . . . . 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A 19TH ST. , 44 FT. W. HAVEN 4 83 FT. N. 19TH ST. , SET U DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL .p w FOR 3-24" CMP--ELEV. 1430.686 r 1 T -- - — - - - -� - - tt t ' i A. 4i.I 1w - -- 1 OF ........ - - ti1 - - - - -- - - - - - - - t - -- - - - - - - - - - - - - -.6$Z C •sb41 t } t r i i 1 i1 -4 t t # �- . f + + - -- - +--4-- - - - - - - -- - - - - - - - - - - - - - - I i_ i i -_ i I . . - i . 4 i Tom= - l i- i i }- t _ . i_ . i .4 r T +- = 1 r t + --+ - . �: Aad/ . ,aw i - ; i 1 f _ r M9* =129 - fi - - - - i t i t . . . • . . - - - - - - - - 1 - i PROFILE +. jt . . . : . . . . . . i , 1 ' - - — i - - ' ._ 1_ ' O / 2 AlrGE 14Wf- 01" WA a• �•/3,m• ION NOTEs: ��, L J2.t:, ? l�CONST. 3" A.C. OVER 4" A.D. —CONST. 6" CURB N/24" GUTTER PSR CITY STD. DWG. W. 303. T' }�•/d CONST. S IDEWALIC (W-48 ) PER CITY STD. DWG. NO. 310. �—INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. 8Q—INSTALL STREET LIGHTS (5800 LUMENS) .jt�AE i�sT ,eyo,Cs',aco/�rt �rr�o re9t ey e•c.-,e.o. �—CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 518. @--CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO.. 542 (W rii V PER PLAN ) . �— nv3TA/-IL ST)R�ET NAME Sla" i-Z)t cry STD. PWS. � MOUNTAIN vrEw DRIVE . HOLLAt�VAY ROAD � �i ,e� &fir �f e McuN w v Ew a/el Irl 50,C 3rt,ccT G 0/- e 0%/G nro. 5� lNy�eo vt,ENT /.Is. t 'rc MOWITit/Al vlef•✓ DIC/V0 • II ,I� 59� ��� ti � � STit��T /MPicoV,esM,sM- P,ihiiJs Elf1 '8 8 C �a'�.s11'� I' �M�ts?'G"�t /'k,4AJ 57CMM ,[�C'�1IAI) PO 4g` l 1 ! c /NT s 2 t 36.2 Sd" N •66'49"11 ,� II g II h II O /N5TALL. L/M/T L/N� f� "sToP' P0Aveiv14NT MA/�K/NGS DESCRIPTION of REVISION ATE rPROVE STREET 'TREE LEGEND CITY of RANCHO CUCAMONGA WESTON PLACE SYMBOL BOTANICAL NAME (COMMON NAME) SIZE QUANTITY 1'R. N0. 13 3 0 4 ALBIZIA JULIBRISSAN 15 GAL. _ _ STREET THEE (SILK TREE) SPACING 35' STREET IMPROVEMENT PLAN WESTON PLACE•) NOTE: APPROVED Y DATE p0 FESG TY E NGNE ER RCE No. 298417 TREE SPACING PER CITY OF RANCHO CUCAMONGA STD. 1501. l�1oLTO# RE ENDED O � DESIGN: MADOLE A CI T S. ,`4F gr11T0� e"t f/• OF SAN BERNARDINO COUNTY °% CONSULTING CIVIL ENGINEERING No. �� n CRAW N AND LAND PLANNING FE T �v 0" N.MotmtsM Ave,Sint# cols 1. /SSI. T .7/C. UPLAND CALIFORNIA 91M 7 CF rHON?(714) °14G -¢949 ! HECKED RLE No �� ORA I G ��'CAU `! � . e i Y TE FILE No x-°16' •P• P P SHEET FOR "D" STREET - 3310.27]PF: 811 277 02-Nov-87 10: 12 AM / 126-811-1 CONSTRUCTION NOTES a QUANT I TY ESTIMATES BENCH MARK: GENERAL MOTES STREET I BENCH MARK NO.. 96-B 1. All work shall be done is accordance with these plans, the City of 19. ?!ie ti nal or surface layer of asphaltic concrete roadway /� CONSTRUCT 4' A.C. OVER 4' AGGREGATE BAsr.- #V,4W0-,w t7D SP. 1,W S.PA AT THE NWC. OF HAVEN AVE.. i Rancho Cucamonga Standards and the Standard Specifications for Public pavement shall not be placed until all utilites and utility 19TH ST. , 44 FT. W. y HAVErt Works Construction - current edition. Contractor shall be familiar laterals within the roadway have been installed, all on-site t 8' CURB WITH 4e_ GJ??ER PER DETAIL ON THIS SHEET. b,dh�Lr` g 83 N. 19TH ST.., SET withand shall be responsible for adherance to these Standards and improvements including all grading have been completed, and 3 � a- MEDIAN CURB PER cirf STD. VA. No. 104 © 0,670 4-0 Of L•f® DRIVE PIN w/C.S. -TAG IN TOP Specifications. all unacceptable parkway and roadway improvements are re- AT THE E. END OF A HEAD WALL •oved and replaced to the satisfaction of the City Engineer. •F INSTALL 20 X 4' IEDHODD fEJiDER._ bGG.f FOR 3-24" CMP--ELEV. 1430.686 2. All pipelines or substructures of any kind, telephone or poaeT poles, tPER CITY - - - .- nater meters, valves, fire hydrants, etc. showor not shown -on these ICADE L f plans within the right-of-way limits or in adjacent areas where ^/� CONSTRUCT VARIABLE fEI 10 RB W 70 Ir WITH 24' 0 TER improvement work is to be done shall be removed, relocated or protected PER C/7Y 5T/J /�. /04 -- /_lowlist i'f in place as required at no cost to the City of Rancho Cucamonga. -7 CONSTRUCT LOCAL D1TREd N CASE 'B' PER C*TY STD. DVG. NO. 618. 6 eA. 3. Any contractor performing work on this project shall familiarize him- /> ro /a, 0 OONSTR'UCT LOCAL DEPRESSION CASE 'C' PER CM STD. OWC. NO. 518. self with the site and shall be solely responsible for any damage to �GTRUCT CATs BASIN NO. 1 PER CITY STD. DNC. !O. existing facilities resulting directly or indirectly from his opera- 9 tions, whether or not such facilities are shown on these plans. ad : � a row p OWSTRUiCT CATCH L43114 NO. a PER CITY STD. DNG. NO. OD4. � �. csw , 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering - ass as ADJUST MANUE TO Department prior to any encroachment or construction withip City of Rancho Cucamonga easement or right-of-way. f� CONSTRUCT HANDICAP RA?P PER CITY STD. DHG. IO. 1016103 _ iei�1. /C'/1. /�FORA �.� /44• ,aar� h et b the Contractor or Engineer. Paving �� �16'TltUCT 4' P.C.C. SIDEVALX PER CITY STD. 81R. 10. K�3�✓'�R�N)®- ?,7TOss•F d.dp1 tsP. 8,063s.F. S. All grade stakes shall be s q g stakes shall be set at all hinge points. edge of pavement points {?"; n• �'i�A1t V�sTA �- INSTALL ALHAIIBRA A-470 1EC1 VIK LAR CAST TROM PIPE a AOJIP'= tlslMMLX s within 0.01 foot of sub-grade elevation and at not more than SO foot • / s• �.}��\�/ �. a THROUGH CURS DRAIN MR APPROVED EMKJ.- 7 intervals. Additional paving stakes may be required by City Engineer tP.V.C. LANDSCAPE SLEEVE VITH MAGI4FTIC TAPE ON . as needed at warped or vertical curve areas. INSTALL r 6 SCHEDULE 40 P. EACH END (HIM. 180 PAST BACK OF SIDEWAL.10 ._ 04d L.F _ N 6. All sewer, water, electric, gas, phone or other utility laterals, �� INSTALL STREET LIGHTS L MMI TO E INSTALLED BY S.C.E. a PAID FOR BY -1 -AM .'?;` i COORDINATED THINK H CITY TRAFFIC ECTION._ l�f/,• /Gl. scc WCST mains, or crossings shall be constructed prior to paving. THE DEVELOPER a No INSTALL SLIGH116000 LUMEN 7 . 4 EA. 7. Compaction tests of- embankment construction, trench backfill, cont- �'YPTCAL PARKWAY /, TREET TS patting original ground and all sub-grades. shall be performed at no SECTION , cost to the City of Rancho Cucamonga. A written report with these 0 tO115TRRCT DRIVE � AND SIDEWALK PER CITY STD. M0. 306.--- compaction tests shall be submitted to the City Engineer for approval STA. 42 ♦ 29.35 TO STA. 47 ♦34.88G.f p v /' IREf110VE EX?STIN6 CURB a GUTTER.- prior to the placement of base materials and/or surfacing. - v � ® Zl7 CONSTRUCT a' THICK P.C.C. BETtDF10l1T PER DETAIL OM S£ET 2.- 2,222 S•f l a. At the completion of paving, a materials report shall be submitted to S/L� - 1 � Q/ ETq'VE EXISTING A.C. Oro as.f. • the City Engineer. Lising all tests or determinations completed to b /G verify stability oil content and Gradation of asphalt Paving ?p - 2j CONSTRUCT CUM DEPRESSION FOR FUTURE RAMP._ -.-- 9. Prior to installation of any paving, a materials report shall be 140'. ,�" TRAIL �c 2.3 rN6:TALL STREET TREES PER 67REZT XeEE 1, ENO AND MOTES IEREOl1-- '--'- - - �0 E^ • /�'� - - submitted to the City Engineer. Listing all tests or determinations ` 4C d equivalent of 'I ' ' 87' b' i' t7' / (/NW DRAIN completed to verify: + sieve analysis and saw q / �► aggregate base. /i' /� � C'4•At 4 4 20 INSTALL 42' R.C.P. ® - LOAD PER PLAM ._ 4Is3 G•�`• � 10. Paving shall be performed in accordance with R-Value and Pavement tests �' a�ra 4 VIA^ 49 t - taken to determine structural sections (prior to final plan approval) ► 5 - �'�� ��� •.�� � INSTALL 30' R.C.P. O LOAD PER PLAM . dT�` �' e. 09" 40. .i7" Vele' _ � L F - a - - - - - - ��.•• •.i l- ?3 INSTALL 18' R.C.P. ID LOAD PER PLAM . 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 ✓ ` ?,} CONSTRUCT 1CTI01�1 STRUCTURE 'A' PER CITY STD. DHG. !O. Soe._ 3 �A. which protrude above the sub=grade and all voids or depressions shall • : • :�' .. ' 1 be filled with a fine grade material of a quality better than the native 3 / / P © 25 CONSTRUCT .AUCTION STRUCTURE 08' PER CITY STD. ON. NO. 509.- 6 �-`�• material. � f r (a SIDEHALK 6-1 ZG CONSTRUCT MANGLE B' PER CITY STD. DHC. NO. 511. 0 7 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant rRAIL "'" STA 35*�t Z7 CONSTRUCT �� BRICK Ems- 0 CA. registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly d STA.39+30*. applied at the manufacturer's recommended rate for the full pavement TERRA VISTA PARKWAY • - - V/G�l�!/ T Y MAP INDEX MAP width prior to paving. ® [..f JPO L.r` Z¢LF. TYPICAL SECTION . 2J .INSTALL 24• R.C.P. O - LOAD PER PLAN) . '� 13. Estimate of quantities is provided by the Engineer only for the con- _ CaIUSTRU�oAf AI=6 0WA rr 7'r E571/vf�t?�S venience of the developer, the contractor shall make his own deter- 11�01�; A. 'JI6�'i.K TO STA. 45+64,Ii0� �7 INSTALL 48• R.C.P. ® - LOAD PER PLJMO •- 770 c..f 37t�RM�RAl�tl urination of construction quantities before submitting a bid. Any (140 at) . . Z �/4. item of work required by these plans which is not specifically listed j•,f'. • 8.0 /C• G� 3� CONSTRUCT MAM`OLE A PER CITY STD' DGS' !O' 510'- GGWST-.!/1,c/G7lat/.'7RuC7ZlR� �.2 p,E,R o'Ty d7i �f',(,4�,d;3/ in the estimate of quantities shall be considered as included in the �Z INSTALL 35- R.C.P. O - LOAD PER PLJMO .- L.f other items of work. API07MT 774�e 44661 MAIr A5 /N'c7/CATC,D ONPtAN COr1STRlX;'T .ANION STRtx.'TIRRE PER DETAIL M STET 6 E B. .•-- f Cil: 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. +jy SAW-CUT le RL'MOVe EXIST. A.C. PAVCMENT RMEplpht WR8lCuled aGu1'rpt,sA+W'CuT I' FROM E�> MEphN Ctlhd/ /r CUP-B F GUTTER TO LIMITS 914OWN ON TWE P"MI• 225 L.� L FAN � 0'-l' OD'L at,ATiOK 15. City approval of plans does not relieve the developer from responsibility 'i� • DrDt tld�t S MR ME" TRM' for. the correction of error and omission discovered during construction. OK 1 . ALL STREET TREES ARE TO BE PLACED IK ACCOR AN r:E WITH CITY STANDARD 601. VANED ALL STREET TREES SHALL BE STAKED AND PLAITED ACCORDING TO CITY STANDAR Upon request the required plan revisions shall be promptly submitted to 1 ;Ap' I� ) � � � �' q� � the City Engineer for approval. J 17• ` `' Y7 // W ..,'�7lm GawtM6,Rle lErl/T"O}� ^,.wrwer,mlAritONomx Soles v,�e.T si' 2 1 1 �3 /O •7 �`a�e�ll-SN�O 7D 7H�` c/7Y/�tlS�/t.AW avUSU�4L VX/C/77E3 � "eIMIZNT t4-4d' t7' //' �f-i' 4' L�,r7<2i A1CZF-5 M.4 X�EQu/�e,E -0,44 C�Ld- SOIL- �gM�t'164ZKle4/V,A6 aff7A7RN//�IAD 16. Work site and exterior streets shall be in a neat, clean, hazard free, i ' �' � ._ ,0y W,E C/7Y IV4 t G7DAZ orderly state, throughout construction. Site shall be cleaned upon ( S K // request of the inspector. t:�. - O.T3' zoo, I -- -- -JL NJ O A7' --OJJ' 2~ �, , '{, 1,L 51 l 7P,666 il�E 7b 0,E pt�FAMD PSR PeM41C AV,,0M0/�/1.1,E1Vrf AAX •� UM I- ' f U �, 1 © ML �/ ,C l� X - / • - - - - I ; 3, .444 6ME.,6T 7REES AAIE StIGLt,�CT 7b I�SP,EGT/D�� AV ACCAPIAVCZ6 AV J- - "/f1_ 7746 A✓t/G/dVE. 17. Native soil to be scarified or ripped between median curbs �= - �::' © Ig prior to fill placement. 18. Contact �EAVM0C4-0 �SE/tViCem 4L4kT Ad Rcgt//irea �yvp rvd /IV6 - 2 k PR/oR 70 am7AV-.1r/oN. r'Hw.- # /-coo-frr-x-45. ' we o t7cs z�•- o �1Cov/DEA T't�jC Ytx/R ct�v✓ENi4wcr /IK� J'NE �c[vWi'MC:` � � � /r'/CA1 G $ / A. San Gabriel Valley Municipal Water District 2r/ �r'�•R►�iT Q Mr. Bob Stallings (213) 969-2718 J AW" STA.3/t50.A0 rO STA. 04 IL 7W.47 �, " for Base Line Road construction - _ � � � 7./. � � j D. General Telephone (800) 422-4132 - � RR T W ► - ,5?!�t!/f,GbL,,E .45�G.1" e calrsT. �Y. S/0,6u/AGK�dN�•�f�.G1WCCflG:Gq./o%t/ SIDERl�L>t LAYOUT S " CONC'EPTUAL ONLY: -•`APPROVAL; OF THE FINAL SIDEWALK 7R•/6263 ©/40 f ia6VS157A 4 IAAi/ZIAIE5,S#rl s10/�SjTkEE t'�(r-� for underground service LAYOUT SHALL BE MADE IN THE 'FIELD AND ADJUSTED AS NECESSARY TO MEET ,7„0 Sft..Z 3 7R�E�t/OTFS �'� s C. Southern California Gas Company (71t) 798-77:5'7 TYPICAL SECTION FIELD CONDITIONS AS APPROVED JOY THE PUBLIC WORKS INSPECTOR AND PROJECT ® REVISE 310EWA4t ,5FXr10N� RAM P,1 0J�18�02 /qei W LOGONIl .1vr. PLANNER PRIOR TO FINAL CONSTRUCTION. /00. cox ,�50aa ( ADDED Ito v/StoNS fop, TRAcr. 15,f92 As Sf�IN Ohl wy. R�ot.�+�s � 7�s FROM STA. 2'Df�3.6:s TO STA. 0?�34. 1D C� sC_^L-e) © E l0pq © /,,2,3 7 D. CvC_AMOA/c✓+ c 1A1,rr WAre,'c DISTR/or (71+) '787-�t COM. MOTES : (CONT.) �° S W. /� Or�IIGy rI . �•O /'1. c� 6 REnnev�F..f'rST.AW K�R�'[Acd: W/s✓vE�v�4LK,cg`G�tNn 9/.•ti SnN e�icNrticoinb /two _ e� �1' Fy ��' L-5- COt�!gJ'. 3 A.C.�4.C. DVER Y'1�.6. f CLUBS Jr.).�. _l,1�14.f& ti J o /-ZZ-97 /CWY, 7=17 t>ER C!/P_ /SS/jl G1r48 A".d��R 9 /C/1Alctlov CC/CAMONGI, Ci1. 9/,vp E G .1A/ Wil s c • . ' c Nv 21!946 z � ���/� � W/ADEN STREE N'LY FROM STA. 2J 0 101,0 TA 3�f E. rl�fb / 7� D/ - 7 .3 1T !Q 7 .�f77,�E �IV� Yv��T/NTERSEGT/O�16/�DEWi1GK �216-'x/ M r n T r CPt) �� t I SMAar TRA L Z4�• f � - � �' '�•. P o. ,doX 3?-/.�3 La, AnAeEc mss, (,1. yoo '' " ,B07WI(;•Q. NAME; C-CMWOAl NAME IV..4enW, aaw,* 61Z.� �?' q I ��,\1 D E SC R I PT I O N o f REVISION DATE PP R F. t/<C/r/c reLrrNon/e co +Nr (714) 7`M-56M lA'rICE o YaN �OOT77,.G` TiP,FE 6' .Z15'O.G. /6c�o4G, fT .E4. KO►L�C T .El.�t� OF CAt� Q�QFESS/p �/ CONTRACTOR SHALL VERIFY AL A•/� ��t'��OMASs CITY of RANCHO CUCAMONGA CONDITIONS AND DIMENSIONS rw �SOVrf/�1CN G1. e�Dl�oN CZaITrJ'1Nr (7/t) 9M`7 AND SHALL REPORT ALL DIS- �°"°''^'`'r c� t� 12 +rt sc .1,�NvE CREPANCIES TO THE ENGINEER �33z 'a 4r . W 1�•S1D r T PARKWAY EAST v c�1 �C�1, cPRIORTO THE COMMENCEMENT _ yz•Q 11 d Epp. -3a•0S ; TERRA VISTA R f' , 9/786 OF WORK. `. i . .. �q c STREET & STORM DRAIN IMPROVEMENT PLAI44 �°�� . MILLIKEN AVE. TO MOUNT RIVE IZ A C T -IO. 13 304 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CDITMCTOR APPROVED 8Y UATE / �p ' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 'RESPONSIBILITY r. ..� ces , � Jea a" '° Of ESS CITY ENGINEER ----" - RCE.No �2�97 h/I ME LIQ iT/all! A� 7's/E fTD .�. ,� STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- �rsx^r rwr►�cs m^^sT' u+•aEss orx�rrvsE �^' '" °� O DESIGN: MADOL ASSOCIATES, IN RECOMM N EO AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- �' ���TO# OF SAN BERNARDINO COUNTY D• 4ue e1� NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING TYPICAL SECTION ��, 5 `e /�, • /Vf, „ Iy • CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE Igo. CURB FACE & 48 GUTTER g OONSUITIND D LPLANNING INEERINO I R STR CTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL "' w ��' T 8 Sv QRAWN� :sae MoounteMAw Sulte w6 SNEET PROTECT THE UTILITIES SHOWN AND ANY OTHER L NES O U E* ba NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS Cy-r,8 ,E•M . UPLAND CALIFORNIA9t� OF OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECT ,, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE '� * CIVI` * PHON�(714) 1414' �I t OF THE OWNER OR THE ENGINEER. �'/� % HECKED: RCE.Na OFtA G TE 9 FILE Na TITLE SHEET BASE SHEET - 3210.271PF: 126891 29 26-Jun- 1 Be$ 5 « �r ■■■■■ 1�!■■■■■�3!■■ ■■ ■■■■■■!■■■■'■■■i■■■■■!■■■■"9!■■1�■■■■■t■�■■■■■■! ■■■■■■■■■■■■■■ :��■■�■■■�������■■■■�'• fid • .► . _ • • iiiii■iiiii■[lc-�����! :�il�?E■I�■�■/d . 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ST. , 44 FT. W. � HAVEN - t -- •- 3 FT. N. 19TH S .., SET A 8 �c T 4 - ^ - - - j ; DRIVE PIN w/C.S. TAG IN TOP t ` OF A HEAD WALL : � E. END � t � ; Ot : t AT THE + -+ - +- '� a Y FOR 3-24" CMP--ELEV. 1430_686 - - - - - - 1 - - N ;` 8 v 1Mow Ilk1 , 7 —iT - -� 4 �z - - t ! 1 - -- ! - - -- t t , VIA k4l - - y i r t t -+ - ' 1 t 1 - _ 1 1 + ftp/iy ; - t 1 } --} 1�•/�'I• fi { - } - : — + �+- - - - - t - ; GGA�GG'' -4 Tt + i + 4 WO J! . 4-1 _VP- t 7Z.: _ , , , ; t - - ` 9 4 } t ? : i d•c: - - PROFILE - t NOR. i"= 40� -r i t - 1 VERT. 1 • -i ti • 318 39 4C� 4 - 4/ 42 43 r s 45 46 47 45 .¢9 Ufi V,E Q,17,4 ,a1E,L Tit /tsr.0/4/s 444 c> T,t ,Eivj a ,,� T f/•9/'zG" '5.00' 5c.o/ ' sc.o�' v /7'/9' /9" /00-00 .50.28' /5.20' f 5� C1.JR,B RETURN � ee'OB`_46 as.00' �.ep ' sa.86' T /9'O�c' /00.00' 55..a' /6.eu' �rAJL ,�LOl�V /kl�. /�,30� ' o � - - _ �• ��- � ri MOUNTA/N VIEW DRIVE 9'4"'/4" Zct33.00' s9'0.7G 170. 7a ' 2 50 /O" 200 .00 99.20' 996/ I`1' it yAe aHT& or t p COVG.No. t) IV AkXtNJh/K vlhw qc/vi a !y % •k /,s*,6t .061, 20+ss.00 ' ¢93.Gs' 2ge.o4 ' V 0.2.$'3.x" /996.00' ,C9.G6' 6.69' �. n U a r/'�EGT/,ar/gt. /'C� 7 QQ ,a•�� /2' fie'/i" 2000.00' ¢5'6.91 ' 2t?�. ' O•Z,3' • " /994.00' /•S.G6' G.eu' f� 1� No. �4 1G 1 t 1 8 , s0nf)150 pv*• !4 v 8 -- 1 32 2 e' J5' +.30 e ' 2000.00 6q•/.Sr ' 272. 1�' i ` w A ` >L 13 h h y�' z�'a7'sa" /96 7.oo' q/� oe ' g6s.gs ' E bMr 1 ti h ,� �I t i g" ss.00' x.gz' Vic.g ICo A `� Q' 2 e 10 a1 8 go 49,f 1 e� le'0L" 's.0o' 9/. 71- Is/. 90' - r C 11 11 `� /0',97'45 2006.00' 472.09 /8�.,6c P 2 „ oo' I •" = —•� r2 �lvf, /7 /9 /a /oo so. /,s.r3 Q C�'� t p ry IQ `�✓/ 7 I 0.6 /00.00' S.aG /`.A.•s 3• t'1'S0" 200 .00' , i + ?� 4 //6. 2�J 4 "./t N /fi , ^� �� 3 F5 =t 29 /00.00 fg. 99.5/ 2q''9'6" /•00' Y.(.G' t3' �d-� G �� . o. o� �f � � is y�xw `� � /2 � ��c 711 Vi /g Z7'-50" 200 ,oo' x.90, �¢ V. / �,Or \\\ S 3 K 1�.�• ��d ry A 1' s0'01" 1994.00' .342.so 7/.-4 7' u1 r''- tll /� Ll _f >S1 9/ �'� s' 'dam-No. — //7 ,1 �,q �, �, ET/"' 5 covsr,vt�-s�wALXIM -VX-.ss,Ax..�7b4W ceaUc v,4r - a O A"Zace !ar �4AU�GQtiCST.57b p�L/pQA/a/L✓NE.5 Oy ah7W-4AfG,AAW Slkkx#T- L � /- ,,,, _ _ .'_ � ��,� 7 h� �' 3 2 t R� 4 k Of ESS ~L A DASD ArMoN S W Tie. TERRA VISTA PARKWAY ',' EAST ,� - � . � A. . � � To�'Svu ��^ DESCRIPTI ON of REVISION 8 4� OATE APPROVE \� / ,/ ,♦ 1�1^b CITY of RANCHOCavS 6C oN iV07r.s : CUCAMONGA Ti"{ T/ fvl 120 ' c -- 1 ' - r�C TERRA VISTA PARKWAY EAST . r t r+.�. ov,�� t �c6:i��1� ,ate• jos '� f��� � bn+ � �� U•tb M�6/v�Jc fip,� cw � e� (M/N/ew�lVC aKv C,tc)• / C� - - - _ /2/ lro 1AISTvt44 d7R�6T 41QYM (7500 /_401,SN). -0 00 /Msrrf,c.1.,ED r �T d n c�" WIM I" GurT� l PMc Mr^/t. ow`mr• Ab.1• - _ . ... . .. /~ G I'U� �! + �(j �� yF ,dy D,cV,ec.q�,ei� �•t/d �o� ,e� S.0 &.C. a�Nsj: a" M�O/,�/v cum / /�e c/Ty s1�= . /vb, �o/. STREET' IMPROVEMENT MENT PLANS , BJP _ -- / t�tleJ/10�-� IrSTfiJ_Z. r"xt•� /fo^ne 0 131' z FROM STA. 35-11.26 TO MOUNTAIN VIEW DRIVE /22 Tc. �/&6 4ZZ aTe,hT 7F,E:6,b,�e •c&CAexw OV A"7Z5 civ aVr/ 5 �"er �/V'�J'�/ ►E J � �'�- s7'A• ,owe, nb• •p� ' ` f APPROVED 6Y ATE / _rl'R. /V0. /5492 7 coos �.o�t�. ,o ,�/oN cKs,� 5"r" C/rr. • , 6,� G TY ENGINEER RCE.No N % �/P r _ /o CavST C.47clt 0"Al No- s rcpt C/ �. ,pant. Ab. DESIGN-. MADOL D ASSOCIATE rY �t S, INC. RECOMMENDED G • >�• , OF SAN BERNARDINO COUNTY P.Ova . - 123 �torusT M.'tn/�o�.,e � cr�o,�. - CONSULTING CIVIL ENGINEERING -m1b= DRAWN: AND LAND PLANNING• SH-FET /2 COST ff'xN'0/�' M'f�'�' 1°� C/7�' �- �Vv• /fib• /02 .�/OS.® � S45 P N.Mountain Ave.,Suite l Os /vTB. are ze• /5¢9Z UNPSG4R� rr���� ! i r - - M S/L/�� RETURN T> 1LCb/uC5 t /"C.C. S/,O,C�►✓�LK r,EiZ C/j')' �D. I�bs. /03(W= UPLAND,CALIF Ir 3 4�t/3 �� T.P�1/L 3/,DEic//'1!.•C GA1/5T. - r �P�)A PHONE(714) 94G-0949 OF� / /WOritL.L NLN�M� /A-f7b l'4E�i N6u[.,�i/q �r 1�� l'/I"A ^/yo RCE. No ��5� NECKED: --� DR W N 0. 444— AO/A nJ� U117,9/VS(tOW,.wt N+'fb lnfinua�a �^/NC4'tM9'b+ato�uA L�. �s•f'/ ATE FILE No./�-ei66 ,/Jv. i26 -8j6 5 ®� wsrx tierrzer ic%m a sirN PE,t ciry BENCH MAR K GENERAL MOTES ® SrD• A V- 401 -A 4 401•-e - - - / t% _ . .._ ..� �- R�c�re e9c�T ar�er tfe�r ---- � est• 1. All work shall be done in accordance with these plans, the City of 19. The final or surface layer of asphaltic concrete roadway �� ATES ©�--/ JWr w�►T�C 1i�4LVE ODv�R 1D �U►a� -- f rA. BENCH ��'�' 96-D Rancho Cucamonga Standards and the Standard Specifications for Public pavement shall not be placed until all uti li tes and utility AT THE NWC OF RAVEN AVE. i Works Construction - current edition. Contractor shall be familiar laterals within the roadway have been installed, all on-site 19TH ST. , 44 FT. W.. MAVEN / ��Sr��r .¢ , it.c ��� �, ��� _ Ii 83 FT. N. 19TH ST. , SET with and shall be responsible for adherence to these Standards and improvements including all grading have been completed, and IC T -------- - -------'--- /9'2� 325 3.j:' t 4,aLs 3Xf ® DRIVE PIN w/C.S. TAG IN TOT Specifications. all unacceptable parkway and roadway improvements are t " -H Rf- Iao3.------------ 6 s85 L. * sto moved and replaced to the satisfaction of the City Engineer. 00109r. 8C0" W17GUrr t Or/4t c/ry 5M. �OWG. hb. AT THE E. END OF A HEAD WALL' � L•P`' � !'OR 3-24" CMP--ECFV. 1430_686 2. All pipelines or substructures of any kind, telephone or power poles, �1�vff eX/g J; ft/'t/r1'►O6 . ______________-_______-________ ____________,_ _____ 1r water meters, valves, fire hydrants, etc. shown or not shown on these A �-/ -____ _ .0 rmeS.� t4-642A plans within the right-of-way limits or in adjacent areas where g O�sl 8/IO0_w/� Mtg �7Y S/M 00 Ab PS "--'-'-- -- ' --" �j/2'� 49•r 'r *, s•�� I improvement work is to be done shall be removed, relocated or protected 5 00IVO . H/tNa/C^10,vWACeZss /gRMPAM617r-D•PWNnb• /0f,�/DsJ --- --- - •---- 4 EfF• t /eA* t91% 410E1t& IP-,A,& in place as required at no cost to the City of -Rancho Cucamonga. J T /� � � -_ -.• __ ..- �_•)l1b L.f 6 GO�I.S�; ,t,OG�,L �C7�EJ"('GE /O/� c "x" �, /R G/Tr *1qp 4' /�•y/4• W6 611)104R C/TY51D.,OWO. NO. /O¢ 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to -SA w-Ct/T d xmfoVE awer• A.c. Pxveme7I7-_ _ _ - - - - _ ---I�1 t-.f: existing facilities resulting directly or indirectly from his opera- AV0 C4WZY 4'Gt/TreR To um/73 sAof6mV oAl 9 CO/N9r• c^rcft ,t+ (/� /`lO.3P�fZG/rY 9,V. �•/''b•5O¢<W4vP� P/j�N�• ------ ---- 5 '�r4' tions, whether or not such facilities are shown on these plans. xtAAl(_'MW-W7-LOW 6rAC/OM V&WeA/r 1'/OM A44%9T. G&I7EX !O A,0L1U91rM^/00LA 70 __ _ _ __ -_____ - __-_- ----- -- - --- ------ --- /$ �►• 11 /rfdf,4LG Sl,�E� L/�if�''I.SBGt� )I4r�i7.P'E �sfR?T------ M EA. aovr�►e�r. w.r t �.si�r�au►o 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering TO,G��,o.4i���.�Y��i -4��.Q.4�lio ✓1.�11.�-�O .dt'✓�'E N Department prior to any encroachment or construction within City of ,,� Rancho Cucamonga easement or right-of-way. R /2 /Nbr^G,L. ^L>I�Mi�/'S� /I 't7o l�C�� 1�' ut �br //Q'�l"!P//' f /� lo - -- 8 8 Y• /� 41#)Vr�q bAMWIAtt,-t f Tryf C0f Off � iY/d (0/'R P1 7'C0'Ab A04AL --- - - - - to 5. All grade stakes shall be set by the Contractor or Engineer. Paving � yr , pE04MqrY SM. PM, Ab, ANa 7XWt)VA/'9r stakes shall be set at all hinge points, edge of pavement points P/A 4moe4r /crr G/rr 9/m, twAg, /,�o• 40,9• - -- - ---- - ---~-- - - `- --`- TO L.r within 0.01 foot of sub-grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required by City Engineer 1122 /6' .� /148rA41- T7t^rfJ'G Srqv 490[ AW/w- 01r;r 9M- 00t;, P6••Jt' r as needed at warped or vertical curve areas. 4 � � GSr�aiMs as' .01M 7' 6 45-01 /a AF~ �r cws f carrel< .boo carr•ewve Itom"GK mt c/rr am i'm Ab�"2 - 388 s.f®t�I•'�'� y t-�c � t 6. All sewer, water, electric, gas, phone or other utility laterals, 4 19 /temove CX/sr caw 4 awrnm AAAo io," rmt- cuRe f Ct/"M9 ago L.Pk mains, or crossings shall be constructed prior to paving. Tf3. /,�3og a' �� STORM DRAIN CONSTRUCTION NOTES & QUANTITIES 7. Compaction tests of embankment construction, trench backfill, com- e-- INSTALL 66" R.C.P. , D PER PLAN -=-- ---- ---- -------- --- ---------'-- L'r' patting original ground and all sub-grades. shall be performed at no �r� M .. 'g• cost to the City of Rancho Cucamonga. A written report with these MoUAM/PJ We - compaction tests shall be submitted to the City Engineer for approval �IV,f; @--TNSTALL 60" R.C.F. , D PER PLAN -=-- ----- ---------- 7*0 t•I'I `tl b1. at- t prior to the placement of base materials and/or surfacing. ��• /' �• -daC/t ©--INSTALL 42" R.C.P. , D PER PLAN - S. \L At the completion of paving, a materials report shall be submitted to 'f' ''' °•• 4! j„ . the City Engineer. Lising all tests or determinations completed to ®-I*", ALL 36- R.C.P. , D PER PLAN verify stability oil content and Gradation of asphalt Paving P 9 n INSTALL 30" R.C.P. , D PER PLAN i. 9. Prior to installatioof an paS vi a materials report shall be _ _ ____ ___________ 'r+m„ submitted to the City Engineer., nListing all tests or determinations @---INSTALL 24" R.C.P. , D PER PLAN - -- - - » L'f completed to verify: + sieve analysis and sand equivalent of _ ' TYPICAL PARKWAY SECTION aggregate base. STA. 49 t 98.02 TO STA. 58 t 51.90 T7 �� 10. Pavingshall be performed in accordance with R-Value and Pavement tests �M.M"-Z Q--INSTALL t8" R.G.T. , D PER PLAN-----_ - ----- --- ---- --- ------ --- --- --Pe ' taken to determine structural sections (prior to final plan approval) LOT .dREA 11. When improvements are to be placed on native abil which consists of a ® /I[tvwrf Ir�C.r GY.Y A17D1�'itiF1AL �--CONST. JUNCTION STRUCTURE -AM PER CITY M. M. 'NO. lT�.-- 1 A". rockymaterial, the sub-grade shall be prepared by removing all rocks /`FRIM�TER which protrude above the sub=grade and all voids or depressions shall W �� DED10 ®--CONST. MANHOLE "A" (OUTLET DIA. 39- OR LESS1 PER CITY M. VW,. M. 510-- � �1• be filled with a fine grade material of a quality better than the natio" YARiEe /' A' tLOI � ,/ S•+p, lIANHOLE "B" TEIt CITY M. D11G.. NO. 511.`----`--•'-- - ' material. G" �"" -"-'"' --" _- ro' 0, /o, 2, _' VlGI/y/TY M�t/t'fj/ INDEX !�4>ar{' 12. If the asphalt concrete is to be placed on sub-grade. a soils sterilant - ��/ i� , -4� @--CONST. CONC. COLLAR PER L.A.C.F.C.D. STD. DWY. 90.3-0 393.`--•----------• ;� �r o sG�� registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly S 4' f' S,�a: 0--7^/4 g�Lo�✓ applied at the manufacturer's recommended rate for the full pavement P��Yiy1,+�� ,L�'YRL ----CONST. TEMPORARY BRIGIC PLUG. ------`- -'"--- "- - ""- S7M. h1�ME nv�Mt� N^►�+E MIN- T � SPt+�GiN6 SIZE 4 Y. width prior to paving. a� t I l L//vC ago' O�t3' ,�� �" or - MOUNTI,IN vIE efkto o to bRONz < �� -•�- - ,� -- ! !S 1"rA14 /0 6-+t.MWY ur,�t/rro�✓a � &tAeMfhF" .9j�er�ArM'a.c- -------- --- • - - !b a4. t t/ f.^•g o wt: vt: u TSE 3 2S o.c, j5 caA4 1 13. Estimate of quantities is provided • ffm 07P.510 /t/YDMmp #6,,W5ON q p by the Engineer only for the can- venience of the developer, the contractor shall make his own deter- `- -"'t, tr9►�ALc 41L. At1N. /t/,4,�61V9+tl�5tN/KGi/Yr rTTr 1►t o•G• t ff4• /�, urination of construction quantities before submitting a bid. Any '�� Ir LIC Amro Af � A7V Go//tAV A4V" A'�oN• CONSTRUCTION NOTES FOR STREET TREES �`�a mq Am 4wENromeer me Ga"rI w'W item of work required b these plans which is not specifically listed ` �' a ACA-4lrT�/0 f Avon K,5 /tLL ItLf�M�ei+/bwt+�RY aA-4<7d C.l r1'PC (/�Crlt/HS�Ie, 3'xi") r/tRD,C�Av 71 1! CtIl�l.---• /'Z L� q Y P P Y lV / /IrSK4, 4Vrs?2r �`J / r 1 . ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STANDARD 601. in the estimate of quantities shall be considered as included in the B 2. ALL STREET TREES SMALL BE STAKED AND PLANTED ACCORDING TO CITY STANDARD other items of work. GIDE:WALK 6 W►UE 6EG111S "' • 3G0 g ©�-- MV,5r. :! A.C. aeg __ _...•d. �Ct113011) _. = �• ---- - - - - - - - - - •/`• 605A. AT sTA.3E+pB.ID sCNDS - 3. SOIL FERTILIZING AND CONDITIONING SHALL BEIM ACCORDANCE MITA SECTION AT STA-40+556,41 36 INSTALL SMELT TREE PER LCGCWD ON GKT t s. Nom 4K'*41-T Z. _ _ _ _ 13 ' 14. Street signs per City of Rancho Cucamonga Standard Members 40I and 402 .:� LrIOUNTAIIV VIEW DRIVE ®� -- - "-` � 212-1 .2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. shall be constructed at each intersection. A4Slt~ 1 f FA. 'TYPE I ORGANIC SOIL AMENDMENTS SHALL BE USED WITH THE RATIO OF 1 PART TYPICAL SECTION _ _ - - :; W vorro"' ORGANIC AMENDMENTS TO 3 PARTS NATIVE SOIL. ALL AMENDMENTS ARE TO BE 15. City approval of plans does not relieve the developer from responsibility FROM STA. a6♦02.1! TO STA 48 t 62.27' THOROUGHLY •MIXED PRIOR TO BACKFILLING. for the correction of error and omission discovered during construction. (�o. �+C) :?: .►• -4. FERTILIZATION OF ALL STREET TREES SHALL BE PER TRE RECOMMENDATIONS OF Upon request the required plan revisions shall be promptly submitted to �,p� =`.{•��' ��- AN AGRONOMIC SOILS REPORT FURNISHED TO THE CITY INSPECTOR. the City Engineer for approval. T.1' =G.O :74 +:'I •.• ;e 5. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE TRUNK IS CLOSER . ... .. ' THAN THREE .rEET (3 ' ) TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. NOTE: 16. Stork site and exterior streets shall be in a neat, clean, hazard free, r i STREET TREES TO BE CENTERED BETWEEN BACK OV CURB AND EDGE OF SIDEWALK* orderly state, throughout construction. Site shall be cleaned upon �. 6. ALL STREET TREES ARE SUBJECT TO INSPECTION ANO ACCEPTANCE BY THE CITY request of the inspector. o ; RNGINEER. Mwgr 17. Native soil to- be scarified or ripped between median curbs - paps ; P�q,-• - prior to fill .placement. �'�'� _ $TigEFT TREES rtliVfM�t/t Y 18. Contact all UtilityCompanies as required, -- 5Y 0` 00rN cy4t Goi+�►MoN �srAL BIZE 5 GN6 r Pe n t r e the f t�,4s wing:: 7a - i SYM. SMAMCAL NAME M&N N** SIZE TY 144AW /+F4vIE wh vr/ excavation. Provided for your` convenience are the following; / :-�� �' 32 � � � , � 1?' • ER/oA3o7"y/G1 "',COX CUP/"/0,V0/,G , ►- * +. �kb�'V2� LOCcHT 25,61 GA �ICi'►RDIo'OES CARAOrMt�d Qom-t•Qf /544L.M/N. 20 O.G. A. San Gabriel Valley Municipal Water District t' p' ro' lo' !O' l s' I • - -�- �� Cry Ties ■ L/><�O DEyVD)�N 7tu/P p,¢� t4J ✓usSlN S/4r T1¢�E 2 4^• !6 6r�G•M/N• JS' O.G• Mr. Bob Stallings (213) 969-2718 0� l,y� � . � ,���" 3 for Base Line Road construction �� ,f+ a5 to B. General Telephone (800) 422-4132 44'Ve-4. � for underground service Ot �4A iif.6.r/rb • G/Ni` Ate► 0.47 At' #,1�' ® A 17 6L.��V S •g 7 �q STi2� `� C. Southern California Gas Company (714) 529-28$9 - -- : ON Q OFFS$/ ' SM s 6nfbs bTA t�,'lb CR,ET,� CO,C•,C•AR ATAI�. �o��,-, T� �'�ql �eMDvE fuer. e� Gam. srA.s�r9�./7 m /5 1. �` r ® ! 1, Co s^T 75; cav-0r Naw 40)W I r yrr0c •wA,s�nW.�c 95 - 2191 E. Birch Street (714) 529-7070 I 2 N• c. Q Brea, CA 92621 �0. Wol/ °,I -5Qa Ex 4 �� 3 s/W66 r 3, MA RM•//640(5c,11601-).R�✓Q��Nrl TIES civ If//5 yflT• D. Cucamonga County Water District (714) 987-2591 � � � 4c � ,� /ID/7Cd ORAIN/'"RoM Lor 1, R•!4 T-lD/YbHr ¢. t•/. 9641 San Bernardino Road , Rancho Cucamonga, CA 91730 S yW © 'w n.. E©r CAU�� Q C�/7Ril Q ..V/��a?�• /�•ITT� J ,LLS-0114 fr 9.46.fe ,� E. Metropolitan Water District (714) 593-7474 s• (' "T (� t_, � P.O Box 54153 Los•Angeles, CA 90054 ` 1K MAR VIEW DRIVE /t-1G' 3s, 48' !s' ® 1"tEVw$7 7t696 To Aci:OMMOAarE F c 6NALr 0074 5-2699 J> Cs DESCRIPTION of REVISION F. Pacific Telephone Company (714) 999-5639 DATE APPROVE TYPICAL SECTION & Aa��GW RZ:V461 A0 7b2 TZ. /6492 As q L{,N s b a a /0 ro tt L�sv V oJV_15WeX73/ Z 51$, 010 .FROM -STS 49t98.e2 'TO STA 65+'29.9• REv15CD T,YIEW D�e.ivE 7wtCAL 01123102 CITY of RANCHO CUCAMONGA 1 ! f,�o eaA c t) �� + eEZ,TI ON AML. DEP ICA TI ON @ 7R 154 9 e NOTICE TI �Cs74 t!'S2L ' f ^ r'E.VIStD 5HE5T9 1,2 , 9 s 10 M �r 0 CONTRACT-OR SHALL VERIFY ALL y�L� was' a/s L� I� s MOUNTAIN VIEW DRIVE CONDITIONS- AND DIMENSIONS 4 AND SHALL REPORT ALL DIS o•!t:' �-�L �y l 1� RpFfSSlp I/ 'STREET & STORM DRAIN IMPROVEMENT PLANS CREPANCIES TO THE ENGINEER j r,* 4 lkP `�'�OS� PRIOR TO THE_ COMMENCEMENT ` •� � - • ` w p .-'. l OF WORK. FROM 720 EAST OF MILLIKEN AVE. TO BASE LINE RD, . `2 (/ TRACT NO. 13304 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE *ENGINEER TO CONTRACTOR q., _.�.. It If APPROVED BY ATE 1 JU sa THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY . STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- MOUNTAIN VIEW DRIVE Of ESS CITY ENGINEER RCE No 22397 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INILUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- O DESIGN MADOLEA IHSS CIATES, INC. RECOMMENDED TYPICAL SEcTlON r1LTON NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE ME NT SHALL *APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING OF SAN BERNARDINO COUNTY FOP CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND; ' INDEMNIFY AND HOLD THE f/tOA4 MA- ,67 ILS&-GL M STA.5'.)tJG. ¢9 O CONSULTING CIVIL ENGINEERINGT'- PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL (AA0 OCAre.) f Cr. -IN 1 8 4� DRAWN AND LAND PLANNING SNEET NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS E>� 64514.Mountain Ave.,Suits 105 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . PROJECT, TI' = d =Td ® 4e G-r- 0. UPLAND CALIFORNIA 91788 EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE * PHON?(714) -14G 0-749 OF� `14- OF THE OWNER OR THE ENGINEER. � - ' � .rt' YI� � NECKED RCE. No /'fie,¢ DRAWING NO. _ t a G►l G,>�-/. TE FILE N o. 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