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HomeMy WebLinkAbout1406 GENERAL NOTES CONSTRUCTION NOTES 1. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH 13444 13445 THE CITY OF RANCHO CUCAMONGA STANDARDS AND � & ESTIMATED QUANTITIES SPECIFICATIONS, AND CHAPTER 70 OF THE BUILDING CODE, LATEST EDITION, AND THE CONTRACT DOCUMENTS. 1375313281 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILSlalvc 9 CONST. W HIGH (MIN.) (UNLESS OTHERWISE SHOW'Nj-DEG'IORATIVE i ENGINEER'S RECOMMENDATIONS AND CONTRACT SPECIFICATIONS. SLUMP BLOCK WALL WITH COLUMNS (SEE SHEETS & FOR,I THE SOILS REPORT PREPARED BY EARTH RESEARCH ASSOCIATES, WALL DETAILS). 600 LF INC., C.E.G., #936 ON AND ANY AMENDMENTS THERETO, ARE HEREBY MADE A PART OF. IN THE CITY OF RANCHO CUCAMONGA CONST. 6' HIGH (MIN.) SLUMP BLOCK WAL SHEETS & 3. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND FOR WALL DETAILS). 10,570 LF DEBRIS, INCLUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES, AND ROOT SYSTEMS SHALL BE REMOVED FROM CONST. 5' HIGH W NCE WITH SLUMP BLOCK COLUMNS THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. (SEE SHEETS & ALL DETAILS). 4. AFTER STRIPPING THE EXISTING DEBRIS, ANY EXISTING VEGETATION 320 LF AND DEBRIS, ANY EXISTING LOOSE FILL OR DISTURBED NATURAL 4�-- CON CONCRETE BLOCK RETAINING {MALL PER CITY - SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS NDARD NO. 812. ENGINEER. 5. THE EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS 5�- CONST. P.C.C. INTERCEPTOR DITCH IN ACCORDANCE WITH DETAIL ENGINEER AND ANY ADDITIONAL OVER-EXCAVATION SHALL THEN A" ON SHEET I OF 6. L BE MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AS CONTAINED IN THE SOILS REPORT. 6. THE EXPOSED SOILS SHOULD THEN BE SCARIFIED TO A MINIMUM HIGHLAND AVENUE CONST. DECORATIVE SLUMP B CK RE NG WALL (SEE DEPTH OF 12 INCHES, BROUGHT TO A PROPER MOISTURE CONTENT SHEETS & FOR WALL DETALT 0 AND COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM WILSON AVENUE DENSITY TO ATTAIN A DENSE AND UNYIELDING CONDITION. Ql �- CONST. SLUMP B�� INING WALL (SEE SHEETS & FOR 7. COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE WALL DETAILS). 0 SOILS ENGINEER. w W n n w 8 AD UST NT iV9H T - 8. AT LEAST 12 INCHES OF SOILS COMPACTED TO 90 PERCENT SHALL Z > > J O GRADE PER DETAIL A ON SHEET 3. 1 EA. BE PROVIDED BENEATH THE PARKING AND DRIVEWAY AREAS IN > > 9 UG EXISTING CMP WITH BLOCK AND MORTAR. 1 EA. CUT. < 9. IF ANY UNKNOWN SUB-SURFACE STRUCTURES ARE ENCOUNTERED N < DURING CONSTRUCTION, THEY SHALL BE IMMEDIATELY BROUGHT HIGHLAND AVENUE TO THE •• ATTENTION OF THE SOILS ENGINEER PRIOR TO PROCEEDING. o: 10. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE19TH ST. DEER z w K W CR I- GRADING AND BUILDING CONSTRUCTION OPERATIONS. Y � • EE PROJECT 11. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR r z CHANNEL :3 : w w J Z TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING g 0 CONSTRUCTION. PROTECTIVE TIVE MEASURES SHALL BE TAKEN BY THE I t Q CONTRACTOR SO AT NOT TO CAUSE ANY MUD, SILT OR DEBRIS ONTO SO. PACIFIC AA ILlo3Rb PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED PROMPTLY. 12. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, BASELINE ROAD INSPECTED AND TESTED BY A LICENSED SOILS ENGINEER APPROVED BY THE OWNER AND CERTIFICATES PROVIDED FOR CITY APPROVAL. 13. PRIOR TO START OF ANY BUILDING CONSTRUCTION, THE W p, K CONTRACTOR SHALL FURNISH THE ARCHITECT, OWNER AND THE Z 3� VICINITY MAP CITY WITH CERTIFICATIONS FOR THE CIVIL ENGINEER AND SOILS ENGINEER THAT THE BUILDING PAD SUBGRADES ARE WITHIN 0.10 < FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION ESTIMATE OF EARTHWORK (QUANTITIES cu FILL AND PREPARATION HAS BEEN OBTAINED. 14. THE CONTRACTOR SHALL EMPLOY THE CIVIL ENGINEER AND SOILS RAW / , 760 25.3,594 ENGINEER AS CONTAINED HEREIN FOR ALL STAKING, TESTS, CLEAR & GRUB (O.OFT.) C3 % F % I,$CoI,CoCc1 < 0 > -+- o INSPECTIONS, SUPERVISION, CERTIFICATIONS AND RELATED WORK • AT HIS SOLE EXPENSE AS A PART OF PERFORMING THE WORK SUBSIDENCE (o. IS FT.) < 4/3 > +y928 ADJUSTED QUANTITIES CONTAINED HEREIN. 19, 347 263,522 15. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING �'I� SHRINKAGE OT04�/8,566CY)@/5/=[278 /94CY�oSo=C6kY <2845 > PERMIT AND NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO p - THE START OF WORK. ,9 Z OVEREXCAVATION SHRINKAGE %) < /35 > 1a 16. PRIOR TO THE DELIVERY OF ASPHALT TO THE SITE, THE CONTRACTOR ROCK / COBBLE L05S ( 10 % ) I jd SHALL OBTAIN CERTIFICATES FROM THE SOILS AND CIVIL ENGINEER NET QUANTITIES /6,367 263,522 THAT THE PROPER SUBGRADE ELEVATIONS AND COMPACTION HAVE BEEN OBTAINED AND FURNISH SAID CERTIFICATIONS TO THE OWNER IMPORT 247,050 FOR APPROVAL. LANE EXPORT 17. THE GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE TO BUILDING PAD VEREXCAVATION ( FT.) 90/ SUPERVISE AND CERTIFY THAT PROPER COMPACTION HAS BEEN PARK LEXISTING FI OVEREXCAVATION OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING z UTILITY BACKFILL INCLUDING, BUT NOT LIMITED TO: SEWERS, w Z WATERLINES, ELECTRICAL, GAS AND LANDSCAPE IRRIGATION LINES. J w 18. RESPONSIBILITY FOR GRADING SHALL BE ASSUMED BY THE ENGINEER Q PRIVATE ENGINEER'S NOTICE TO CONTRACTOR OF WORK IN ACCORDANCE WITH CHAPTER 70 OF THE UNIFORM THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR BUILDING CODE. FAIRM STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF 19. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO ON AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO THE BUILDING AND SAFETY DIVISION PRIOR TO FINAL BUILDING EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR INSPECTION REQUESTS. To PROTECT THE IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE 20. AN "AS-BUILT" GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING ) . . PLANS. AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND. _134 cr 21. ALL SLOPES EXCEEDING S' IN VERTICAL HEIGHT ARE TO BE PLANTED ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED _ _� 4� OR ELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT WATERING SYSTEM. - _ s ALL EMPLOYEES ARE PROVIDED ASAFE PLACE TO WORK AND THEPUBLIC 22. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT T IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHACOMPLY OMPLY a: * WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY I SPRR �.T F 1 _ # # DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO SNETZ I CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES 3 S TS SHEETS I G q�or A0 n�� THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE NOT SO REPORTED AND RESOLVED. /s�7 CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE INDEX MAP >� �Za� "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. 23. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH SECTION 7014 SCALE 1" 400' OF THE UNIFORM BUILDING CODE. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLITY 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 i ni F��•T�� �r !� �• �_ ,�''��� LEGEND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR '� r �-+;r,. SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER STANLEY C. MORSE R.C.E. 20596 DATE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION T.C. TOP OF CURB ELEVATION RET RETAINING WALL HEIGHT WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 24. WE HEREBY CERTIFY THAT WE HAVE REVIWED THIS PLAN AND THAT NEGLIGENCE OF THE OWNER OR ENGINEER. IS SUBSTANTIALLY CONFORMS TO SOILS REPORT NO. ' - { '."'D F.S. FINISHED SURFACE ELEVATION -} DIRECTION OF FLOW TENTATIVE TRACT DATED ___ oN UTILITY CONTACT • � iF.L. FLOW LINE ELEVATION CENTERLINE .�i EARTH RESEARCH ASSOCIATES, INC. ,;ti� - Q (asc.l) _ 3001 RED HILL AVENUE fi• �\/ F.G. FINISHED GROUND ELEVATION EXISTING SPOT ELEVATION THE ESPLANADE IV, SUITE 120 f 0' ''Ali _ - CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS DESCRIPTION OF REVISION DATE CITY COSTA MESA, CALIFORNIA 92626 (714) 549-8921 �_"_ TRACT BOUNDARY G.B. GRADE BREAK 3„ a.: PRIOR TO EXCAVATION: APPROVED. ', Q GENERAL TELEPHONE COMPANY: (800) 422-4132 �^ EXISTING CONTOUR ELEVATION T.G. TOP OF GRATE _ 280 SOUTH LOCUST, uur P.O. BOX 2920 CITY OF RANCHO CUCAMONGA - - a. � ALLEN BELL, C.E.G. 936 I DAVE DERING, R.C.E. 10106 Q PAD ELEVATION FIt_L� DAYLIGHT LINE POMONA, CALIFORNIA 91766 25. NO ELEVATIONS WILL BE CHANGED DURING GRADING FOR BALANCE SCG /Ll7 P[:� >P/4Z/Q /�GG. IOTIICO OR ANY OTHER REASON WITHOUT WRITTEN APPROVAL OF THE 55 LOT NUMBER BLOCK WALL Q/TGA{ SOUTHERN CALIFORNIA EDISON: (714) 529-2070 2191 EAST BIRCH STREET (714) 529-2889 0101PTf/5/VE DIc�� UILDING OFFICIAL AND CIVIL ENGINEER OF RECORD. - B.W. BACK OF WALK ELEVATION � RETAINING WALL �G qa BREA, CALIFORNIA 92621 26. ALL WALL CONSTRUCTION REQUIRES SEPARATE PERMIT ISSUED J�1• FA�7 BY BUILDING DEPARTMENT. ,� � ° H.P. HIGHPOINT ELEVATION Ei� ADO/T/ONAL UNDERCUT AREAS CUCAMONGA WATER DISTRICT: (714) 987-2591 /UtIL 27. SPECIAL COUNTY AGRICULTURE DUST ZONE PERMIT REQUIRED. `'' /ra��T, ,I"•�r.�:/ `/3ZS� 28. SEPARATE TREE REMOVAL PERMIT REQUIRED. :~ APPROVED FOR CONSISTENCY 9641 SAN BERNARDINO ROAD 29. ALL WALLS BY SEPARATE PERMIT, WALLS TO BE BUILT TO CITY _ WITH ACOUSTICAL REPORT FOR RANCHO CUCAMONGA, CALIFORNIA 91730 S f✓ STANDARDS OR STRUCTURAL STANDARDS WHICH WILL BE PROVIDED - AT PERMIT TIME. TR 13443 & TR 13444 =�" APPROVED BY: � � ? � DATE: 30. ALL WORK WITHIN PUBLIC RIGHTS-OF WAY REQUIRE SEPARATE PERMIT AUG. 24. 1987 CITY ENGINEER RCE NO. AND INSPECTION ISSUED BY ENGINEERING DIVISION. QTY OF RANCHO CUCAMONGA BENCH MARK B.M. 163B DESIGN RECOMMENDED GRADING PERMIT # PC87 - 11518 BIf ELEV. 1297.297 �'.°. E u ,� oMP CORDON BRICKEN 24 4860 IRVINE BOULEVARD.SUTTE'201 LE� (AIM fib EAST OF ETIWANDA IRVINE 1JFORNIA92720.1999 Xe WILLIAM LYON AVENUE AND 40' NORTH DRAWN jq730-7117 SHEET NOVEMBER 10 1987 CORDON ERIC ASSO, OF BASELINE, SET BRASS LQF G `t OF - � CONSULTING ACOUSTICAL qSTICAL & LYON 8340 ARCHIEALD surTf t RANCHO CUCAMONGA, CALIFORNIAENCH DISC. IN TOP OF CHECKED /� IFORNIA 91730 NE END OF A 4'X2' CONC. �/� !"'r. ► DRAWI Ni%0. ENERGY ENGINEERS 714-835-0249 BOX CULVERT. DATEFILE NO `SeP /V&S. // 9G, //97, /A 9(e, , �� 9F )l:ifl)c CONSTRUCTION NOTES I�- CONST. W HIGH (MIN.) (UNLESS OTH WISE SHOW RATIVE SLUMP BLOCK WALL WIT � S EFTS & FOR WALL DETAILS). `,�� '393.7 ! I ' j (D- CONST. MIN.) SLUMP BLOCK WALL (SEE SHEETS & ALL DETAILS). _ 443 . _ . /393.8 I •�, --1 , • i� '\ •1 T TT /\il T T /1T/TZl v \-_ l FA/RMbNT SAY STREET/,NPRD EMENTS _ CONSTRUZST IN/Tf/ TRACT /3279 , INTERCEPTOR DITCH IN ACCORDANCE WITH DETAIL 5 CONST. P.C.C.P•C•C• INTE •q ------ ON SHEET I OF 6 - -- ------- Co' G' LAN APE E/�.51=HENT EAS_EME(�`T ` CONST. DECORATIVE SLUMP BLO K RET WALL (SEE � ON 4 w LA SC & FOR WALL DETPo� SHEETS r"�` f RMO _ / - 8 �� - EASI�_ N CONST. SLUMP BL90 INING WALL (SEE SHEETS & FOR ------ •• - � - .. •..- ,. : . ;.� - �, �a. WALL AILS ? SF 7 - X86 _8 ' �, �0 �- O--ADI RINT MH TO GRADE PER DETAIL "A" ON SHEET 3. - o 1388 /386 84 - M� ��.t � �• � 1 � 3.0' .s�oce t` a. o � wA� _ 65 ' 7 1386 7 i I 0 > 100.56' \ _ �• 0.06. - ae / j �' - \ �' �/��• I C ,- r /3862 49 d ' t' �' i i� ' �; �I - , - _ 35 74 82 _- 120.00 \ / 8J _ 3 0 13$5 3 N Ie' ' y�• C C-3 - i I N r � r, cJ ,n _► �°�,Zl)�l 5 3 6 2 - - o ; � 49. 5 8 A .•. i ,� - � _ ____-__ _.._ _ - � ,, � I� Q ti A �► �� �• � 120.oo' 12a. 4� 7 _ - 24 W 5' 18' /3B -- W' o < o N \ - C=; 5 5 4 11 o 20. - 7 4 A > � � ti O 2 /382 8 ;� w /384.4 /382 3 1 I ' O 120.00' M O ~ > �- `- - h �." o 130.00 _ p- Q - 55 CAD l37 � 4 F- 13 ' 60 120 LQ - ...,. W J N , ------------- 45 wa c=) to __t -- - , 4 �' ; h �_/ i / / / ` 378 3 sl g 2s o °� - - - �__. _ _ o - -- - l 1, O. P� �`� 120.00' I ` h w 126.T \ �. - _ _ _ _ .___ _ .a -�� N - --.._ < - - _-�- - _ D�E� k /373 q 137.3 6 �. 1376.3 1376. /' a _ /.383 3 ^� . '� - 1 8,� r. - r __ i[ T _. - __. _ _ � t-•r 111 bI - 71 l i � ;4 138/.3- --- - - 3�, ,� � � Q - - 0 8 of opt /37 4 . E. 0 9l 5 ry� L h bd �` 0/1 L 123.3 ti y, -, I _ N i GC�I✓1] SW \. 'T /3 � 3 !'T/ c/ / a 13 r "` 1.i f • 2"1 EAS�ME.NT 3 s1 �9 r 4v 4' fl0 00 _ ._� 16.93' 21.3 S . 60. 60.00' 60.00'# 8fi.00` 6 .00' � 2 2 �•, 36.32' 1.23 . . .:_ .. ., in __ •: 1372 '-- NOTE- UNCUT STREET CITY ENGINEER, R.C.E. DATE ' /3 9 . !377 138/.4 o MAX � _/. - .- / , /3 8 _ I�72 o i r_ _ _ - _ DESCRIPTION OF REVISION DATE CITY - _ /3778 _ _ o _ _ o Of E SS/J J APPROVED. T N OF RANCHO CUCAMONGA N - O „ 1 J '�rqT CML 2 \'. w 42 41 /J3- >a 4b3', 39 12 38 .- �3 �; 4 F 3 6 3 5 - 3 4 �N � o� �cx�� OF Al�F m 68.(!0' 60.00' 60.0 ' 60. 0' ' I .00 -- -69.At1' FAP TiO4C76 I r -- Ila 3 � /�4,(�A oE'T.g iG :q" � �\ APPROVED BY DATE 7C oz o .. .;: •_ _�,, --.'.� �--�-�,�'�•n_ �.- .<-r�. ;�T;�_ . ,•� ,-_ •� .mss- -..- � _ •r=T - 1� o _ ,... _..._...�� . � - wi/lm o�0 CITY ENGINEER (,! _ RC.E. N0. z z 3 DESIGN RECOMMENDED ORSE CONSULT7NC CROUP SPRR _ __. .-____..-. _.. �8b0 IRVINE BOULEVARD.SUffE 201 ■ ■ ■ ■ IRVINE,CALIFORNIA 92720.1999 DRAWN 1)730.7117 SHEET LQF __9_OF 40 ��r/�� AC��`/L/A� CHECKED _ � DRAWING NO l� \ DATE- .­ ATE �� 1__ FILE NO 1 qD6 0,6E ,cloy. fl%l II47, IA.?(" reqs Fci? .5Tr<EET rC�trs , CONSTRUCTION NOTES 3 (D-CONST. 6' HIGH (MIN.) SLUMP BLOB/ _CCALL (SEE SH FOR WALL DETAILS). AGS v SLUMPMT BLOCK COLUMNS (( CONST. S'S & FOR WALL DETAILS).). 93, - CONST. P.C.C. INTERCEPTOR DITCH IN ACCORDANCE ;` - %=------- WITH DETAIL "A" ON SHEET I OF 6. - S� �---/390 2- N T �' LANQS4 X984 y ' h < T8 \ EAS�MEN 6' . 1 �� _ /y 02, _� ° RJR ING \y N - °\ yJ �n 60.00 r N 1 \ V, - f .Ocl 65 = 0 to �, ` m - � V = P. � 7 60 - - 55.50 .• n �h \� 90 a ' 76 ,r_� - I O126. _ _.... o / - - ' � 120.00' t ___ 66 - - _ °� 0 128.89' 8 - - - - 8 � �- I �• ~ \`\ � \\8 � - o � ' �- � is rr �' \, •� \ ; •° A 1.36150 89 . _ o , z 'r 2 120.00 8 -_�- j • . / 390 4 - � $ f m 1383 5 �_ _- = • - �-- - �- -_ __ - ' ! � � __ \. 9 e �,�•._----�-01-:- � I Shoo - _ � \� 75 - oo' ,� 123. \ 00 i + 31 .05 - a 1 \ eS I 126.18 1 0 \ ,� to 1 3 2 g 1-�f �7 _ ---- 8 r• 5' I t3' 18' S � 2 � 16• �� � .�-- - - 5 � -9 120 00 74N, �- ti• �1�� _� �_ � o ROM NDERC f C T C /.0' ` U F N/SHS - -- _ - - /L LO • 122.69' 1 01 71 8 93.00 - _ - - 89' - '� • N .. 167 -_ __ �^,/ 1 , v !�i : 5 -�- v�O 1 / _ 0 r -� 9 4 m ,II o - - c i r r _ fiZ�06, Z ; J y _ _ ,$ _ \ $, ' 181.38 ' h �. - S � 00' 69 0y 0 1 .00' I _ r� 95 96 66 01?1 6560.381187. 97 \l \ �,�' '�,. fi �3 o ISI J CIO 48 6 v l� 1 ' \ 8 \ ,, / \ •. , ` • 380.8 Seo. .299 � 178,3 - , ® O - 73 75 ' -` 121.51 ` fi 1 - 374•. -- _ I - ------ - 8 ��• 2 8 _- o _ _ 3 � -• ,--/374 1375 6 ^ . cc 375 . � 74.3 /3 n°`0s1. 1 �� _ /3 ' 3 _ 7 a U - • 2z m 1.3 r �• � -.• /374 6 � Z r� a 1 ij 6 1380.` +�•- .-R /3T8 9 Vol 98 � .�3 1379 3 2 , $15Q' 110. 0' 44.00' 0 , $ i ry ry % IV /" LUGANO -4- ti ' .x,47 30" RCP m 4, �' •;, , - ry h l9 Q .6 o, r) = 71 60.00 60.00' fi0.00 60.00' �n,{?0'_ _ 26' �,9 \ °' -" 16.93'' 66' 60`00' 60 00` 6t#,o 0'F 60.E � , . \ \ - _ 3114 i9 rz .r E ERCu STREET 2.l' �• - NO UNDERCUT STREET 2.6' DESCRIPTION OF REVISION DATE ApCITY l NOT UND �. FRO C. ELEV. F40M T.C. EL�V. - /3 6 I 375.8 � �_ - ----- 1 1 - - __ CITY OF RANCHO CUCAMONGA 137 4 137 / 8 13 5 8 8 8 8 ;o OAV - 1h _ O IPf b o o N i . _.. � (�voQTH5/ Of MAZJI 5) IkL xw 381 .8 381.1 381.1 361.1 2 I 1 2 381 9 5t.2 350.1 .4 380.1 13 _ 379.b 319.9 380►0 F04 MAC7r✓- .• -. z w 5 - A 3 -. u _-2 - 35 _ _ 22 1 _ z?� 3 2 � 3 0 29 _ �' /�7_� -2 8 1 -- 6 ..�� 1� _ . r 3 ..l C 60.00 41^ 60.00' 60.00' 00' 63:35 �.__ -L-61.00' 4. 2. 60.00 60. 60.00' 60. _ �• APPROVED BY. DATE - 1 _ MA67- /3 53 6CV61ivDARY -- fi ;%W'l/ ,6G�Y1�tJDA�?Y 1 CITY ENGINEER - R.C.E. NO. z2 3 N M r .• , r -;_, '/0 _ - v-'` _ - DESIGN RECnMMENDEO <" O•Z '/o { Y / ^ MORSE CONSULTING CROUP _ - 5 5 • - 4 IRV1N ,-' t- '--•. �--. -',1- 860 AR - - -- =+ E BOULE D SUITE 101 T. . ': •. ... ._. �, '..--� :a _...._>__ - s- ' - .• -. . O q� ��� f .' - DRAWN MINE.CAI�OR17 92 20#999 SHEET vy v •}� v v' V �1l LOF OF L DOUBLE 48 CMP CHECKED ` DRAWING NO W/ BRICK >: MORTAR . _ z� � � DATE fj ��� FILE NO go6 7 CJ Pt✓6, NOS, 1194, //97, IA9G, IA90 )rot S7AFE-f PCfrus •`I CONSTRUCTION NOTES 6 . O 2 N�� .. . o l39 sewmC s 16 7 \2 -- / 6�$$ CONST. 6' HIGH (MIN.) SLUMP B LL (SEE SHEETS & 6! v �: , O `02• . . . � FOR WALL DETAIL )Av CONST. 5' HIGH WR T FENCE WITH SLUMP BLOCK COLUMNS (SEE SHEETS OR WALL DETAILS). . _. _ 0 1 rJ 6 �►,' _ '� - .,�°` \ \�5 cP� ------- 15 5�- WITH CONST. P.C.C. INTERCEPTOR DITCH IN ACCORDANCE DETAIL "A" ON SHEET I OF 6 n s 105 ' USS -� Lip s _ • a � - � y>- Via. 0 - . 52.21' 56 1i - o 0 p 60.00 1 038 60.00 �\ �• o ,�. ` Q 2. 1 2 2 // / ^� �' s N i . - N V . - ;, O �. LO _ �4 2 ` t v I g�2.5 \ . 5 � /..`� .• . __ - - X15 mit 1 26 / .� ` tee,, � l 2 65.3 �_�� / � 120 N,�.,. 128 0, . 2 fi , 'i _ i : `\ /p - .--',10.4Q`_�� ___ - 1 '•• ' � \\5. :-__ _._._._� /� \� "' � - � VARIABLE LANDSC E 1� ! EASEMENT 1 29 0.� �• �___ - _ __ ti ___ / %` ._._ \x/ 9 KENYON WAY STREET/MPROtIEMENTS -�- i CT /3279 4.50 r • • ✓ 114.00 - -- � � �� ,'. o,�` / }','15 \� -- � 11 � _ i 2 . . -lf\l-.4 6'- . F� i A 44 Nil log L -r►;} =. �� \ 121.86' - ` \11 4 1 • ,c 120.71 \ , t , Q, h 0 Y •• m O2 � 108ALP r.. `� - 117 12�V / i '. � 181.9 •• • ..:' -_ _- - 0 = ,l g O 66.00" 60.00' -60.00'- 60.QO' E 61.91' - , - C 10 3 104- fi 0 10 6 3'19 3�i.� 3 9.3 ��9.0 /37 318. l s1 1 1 6 ^u - a,� V� ��� �� -- - ''� 122• W f O 3 0 _ o� _ rr o e o '� /-.. O �amiRCUI'TRAIL RIC 'L'� B. / - 5 /313 9 M13 t� - `D LOT C ZO FRO l3 5 ^ '��T4.3 J' Qj� I¢lSi�3iy`�RADE 314 5 �� ,•D ' 0 13801 15� 3 S C i \\' '' -'i �. 1 12 1 - - . • 60. .00' � _ � 100.00' 2. �• 6.92 C � -L f T7, � RIVE4r Q ` �a - �� �1 Y- -- -_- '�• �1 - - --==-- ,�` �.-154 RCP �y �.__. _.._ --,�"? ,� p . � 4 RCR _ _ lD - __ 3 \ 0 R 19t I 11p bd 60.00 60. 60.00 60.00 60.00 60.00' 60.00' 60.00' 60.00' 60.00' -� aft -_7�U)F- 2 49' � .Q $ f�o5 / � X60\` � 2^� Rip NOTE:UNDERCUT STREET 1378. N ul 26' FROM TC. Z Y. s J' E t CITY 3 % �/, 'TQ2 DESCRIPTION OF DATE APPROVED 1,379,4 S - ' 7 } r k O O O C p O - N - CITY OF RANCHO CUCAMONGA j N l- /371 t r j r . 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Bj,62, ` 4a- CO CONCRETE BLOCK RETAINING WALL PER CITY ANDARD NO. 812. 9 CONST. P.C.C. INTERCEPTOR DITCH IN ACCORDANCE WITH � 42 40 - '; ° \ \ DETAIL "A" ON SHEET I OF 6 ca , �Q0 CONST. SLUMP BLO AI IL LL (SEE SHEETS & FOR WALL DETAIL _. ' -- '"°'"^-.,,..:;,••tea , . . PRINT MH TO GRADE PER DETAIL A ON SHEET 3. ,,. ,/- � - __.._ _•__' - __ _ ,.._ .._ ___._.r - �__ ... _ .__ _ ...__ ---- _.._.____-._.. '--�'--,�, t. ---'""'.- 5234 � g n - . 77 'V4 1 123 .scuMP - /i i i. `,,, �, f j/-_ .• ;-'� -.1 �„--"�'�a.. _.._. ,.. :�..._'�''' - • .�_... � \ p 04 �; • •Q- a l�/m• 3.Olo WAIL r 1 ^ �'` -- - %/ ' ,"i ,� Qj C� �� �`��� .�� /�� 2 �' -moi 3h �a 7 ^ $ 9 • r f 1 - \ \" 1_ ,� q 3-153 3-1(0.1 3i<o 5 O 31�.5� eo 3^110.5 ' 3-1C0.t 'A'D 9't5.� , 2 �(\�. .: DK' 14.97' 124 / !•...= I >Sz sk, t �``' , 8.92 24 61I . G r " � 61,a 35.164, 0' � ,,2 50. 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UNDERCUT TRA 11 LOT D I rye' ,I37 I � 2.0' FROM f/N/SH GRADE APPROVED BY' DATE : 9 O oll ol CITY ENGINEER P.C.E. NO. �z ; DESIGN N`MORS�E6ANSUL77HG CROUP RECOMMENDED 4860 IRVINE BOULEVARD.SUrrE 1201 IRVINE CALIFORNIA 92720.1999 DRAWN 1730'7117 SHEET S OF !o CHECKED DRAWING NNN,O. 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DESCRIPTION OF REVISION DATE 3v/ � APPROVED U . -._ _._ _ _ - .10 c� .___ _..._ r a9�: � CITY OF RANCHO CUCAMONGA - T s � '�'.. 3E• ..__ - � 0 s 1�.6 . 34. .91' v { 8 96' i u.a4 I _ o (itgPTNg/l71E OF o o 3Co9 0 ti 3Co8.1 tiP>5 r` 3c,80 1 `,.�{ 3��"l 3�c 1`t r; 3�a0:1 j 3Co8.(o tD -- FGr? Ti�D4G'T� o o 0 0 0 0: a cc �; aDi4 m� 3-IC7.9 �'� 3-1J.4 �; 3-loo + E 3(09.5 tiI �/� j C.> �E aU; LD I �� lf7: T I } 9 1 $9 1 $$ I 187 l $6 1 $5 184 z 1 $3 182_• ; ' 1 $ 1 1 $0 179 17$ 8 3 0 177 1 ! r 1 F 1 ; 5' �� - - - - -- --- 11t 0. � _ N � s4�T5�•oPi�. APPROVED BY: DATE: MAG t�. TAcT��S �� - _ �� CITY ENGINEER R.C.E. NO.-!! DESIGN MOfLSE CONSUL77NC CROUP RECOMMENDED • NOTE UNDERCUT STREET3.3' 'y �v NOTE UNDERCUT TRAIL LOT C �MO E BARD U��, rt FROM TC. ELEV d' IMNF-c. oMIA 92720-1999 -,_ DRAWN m+ 3 7117 SHEET S.P.R.R. --J& OF CHECKED DRAWING No N •• •• •• •• •• �� �/ GATE FILE NO Mob Db 9d FSA 3Tie EE 1 pc,4A13 R