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HomeMy WebLinkAbout1947 GENERAL NOTES 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBIC WORKS CONSTRUCTION -CURRENT EDITION, INCLUDING ITS ANNUAL 5UPPLEMENT5 OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE 5TANDARD5 AND SPECIFICATIONS. STR IMPROV M N S P ANS 2. ALL PIPELINE5 OR 5UB5TKUCTUKE5 OF ANY KIND, TELEPHONE OK POWER POLE5, WATER METEK5, VALVE5, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THE5E PLAN5 WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT BANYAN STREET CONSTRUCTION NOTES/ ESTIMATE OF QUANTITIES* AREAS WHERE IMPROVEMENT WORK 15 TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO C05T TO THE CITY OF RANCHO CUCAMONGA. I 188 TONS AC 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL ROM EA5T AVE . TO 1 800 -4- WEST OI INSTALL 4" AC OVER 4" AGG BASE PER CITY 5TD. NO. 100-A (I 0,696 5F)'- . . . . - . . - - 132 CY AGG BASE BE 50LELY RESPONSIBLE FOR ANY DAMAGE TO EX15TING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM O2 INSTALL 8" CURB * GUTTER PER CITY 5TD. 104 TYPE A2-8 . - . • . . . . . . . . . . . . . .485 L.F. HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CITY Of RCUCAMONGA O INSTALL 4" PCC SIDEWALK OVER COMPACTED NATIVE (RNV ADJACENT) . - . . . . - . . . -2136 S.F. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING ® INSTALL DAV APPROACH PER CITY 5TD. 101 TYPE C . . . . . . . . . . . . . . . . . . . . . .3 EA. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR C0145TRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA O5 INSTALL 5gp O LUMEN HPSV STREET LIGHT PER CITY STD. PAID * COORDINATED •2 EA. EASEMENT OR RIGHT-OF-WAY. N 5 RW BY DEVELOPER., INSTALLED BY SOUTHERN CALIFORNIA ED15ON COMPANY. © 5. ALL GRADE STAKES SHALL BE SET BY CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL RW INSTAL! 6" AC BERM PER CITY STD. 104 TYPE D I-6 . - - - - - - - - - - - - - -656 L.F. HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF 5UB-GRADE ELEVATION AND AT NOT MORE COMMUNITY TRAIL 33 38 O7 INSTAL!4" ASPHALT OVER COMPACTED NATIVE (BERM ADJACENT) 2344 S.F. THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER A5 NEEDED AT DEDICATION 15' 18' 18' 20' 8 INSTALL CURB SIDE DRAIN PER CITY 5TD. 107C. . . . WARPED OR VERTICAL CURVE AREAS. SEE PROJECT SHEETS Q IEA. 4' v 10.5' EXIST EP. 5' 12' 3' 9O INSTALL RESIDENTIAL D/W APPROACH PER CITY 5TD. 101 TYPE R-I - - - _ • • • - • • • - - • I EA. G. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, MAIN5, OR CR055(NG5 SHALL BE 2 VARIES, CONSTRUCTED PRJOR TO PAVING. ( 1 5TA 1 5+73.0 SAWCUTEXISTING ACPAVEMENT - - - - - - - - - - - - - - - - - - - - - - - - -7671.F. TO 5TA 16+65.3 I i REMOVE EXISTING AC PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6897 S.F. 7. COMPACTION TE5T5 OF EMBANKMENT, CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND EX15T. SLOPE VARJES ALL 5UB-GRADE5 SHALL BE PERFORMED AT NO C05T TO THE CITY OF RANCHO CUCAMONGA FOR APPROVAL PRIOR 0. 14%TO 2. 17% EXISTING POWER POLE TO BE REMOVED; UNDERGROUNDING OVERHEAD UTILITIES L5 TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. © BY SOUTHERN CALIFORNIA EDISON, PAID AND COORDINATED BY ETIWANDA ,�0.5 ( 15T.5LOPE ( SCHOOL DISTRICT. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING VARIES EXIST. PVC TO BE RELOCATED. .L5 1 . 13 TO 2. 17% FENCE © - - - - - - - - - - - - - - - - - - ALL TE5T5 OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT � I O.5' 2 ( Q PROTECT IN PLACE- L5 PAV2% MIN 11 11 2: 1 G. \ 4% MAXI 3 ' I I O5 5TREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET I . . . . . . .L5 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER (MAX) L15TING ALL TESTS OR DETERMINATION5 COMPLETED TO VERIFY: R-VALUE, 51EVE ANALY515 AND SAND a '_ 1� �" k tiry,�,� a � � - ® MODIFIED CURBSIDE DRAIN PER CITY STD. 107-C DESIGN FOR VEHICLE TRAFFIC . . . . . . I EA. EQUIVALENT SECTIONS. / . Y �a4'" � -\) � ' IN TRAJL R ;,j INSTALL 5' WALKWAY(3" AC OVER COMPACTED NATIVE) CURB ADJACENT .965 5F 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R,-VALUE AND PAVEMENT TE5T5 TAKEN TO DETERMINE ' STRUCTURAL SECTION OF AGGREGATE BASE. /EX15T. EXIST. CURB @ INSTALL (2) 6" PGC CURB'5 DOWELED INTO AC PAVING PER CITY 5TD. 104 (C 1-6) . 1 21 LF GROUND GUTTER PER DETAIL SHEET I 1 1 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE 5UB- ' PRELIMINARY SECTION . FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE 5UB GRADE AND ALL VOIDS " E5TIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY. CONTRACTOR 15 RE5PON5113LE FOR OWN QUANTITIES. OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. TYPICAL X-5ECTION BENCHMARK: 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON 5UB-GRADE, A SOILS 5TERILANT REGISTERED BY THE E.P.A. FOR BANYAN 5TRET USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURE R'5 RECOMMENDED RATE 5TA 15+42.71 TO I G+33.42 2" 13RA55 D15K IN CONCRETE HEADWALL STAMPED FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. NT5 "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF SUMMIT AVENEUE AND 13. ESTIMATE OF QUANTITIES 15 PROVIDED BY ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE EAST AVENUE. CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ELEV. 1507.03 I FT ANY ITEM OF WORK REQUIRED BY THESE PIANS WHICH 15 NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CON51DERED AS INCLUDED IN THE OTHER ITEMS OF WORK KW KW 14. STREET 51GN5 PER CITY OF RANCHO CUCAMONGA STANDARD 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 33' 38' 01 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RE5PON5113IUTY FOR THE CORRECTION OF 15' 18' 18' 20' 01 MIN. GROW ERROR AND OM155ION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REV1510N5STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY. SYMBOL SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 0.5' 4' 10.5' EXIST EP. 5' 12' 3' - BANYAN ST PlATANUS ACERIFOLIA LONDON PLANETREE 8' 30' O.C. 15 GAL 5 VARI E O 16. WORK 51TE AND EXTERIOR STREETS 5HALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY 5TATE, THROUGHOUT I CONSTRUCTION. 51TE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR EX15T. SLOPE VARIES 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 0.14%TO 2. 177. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: I I5T.�5LOPE I�13E°Io TO 2. 17°1015T. PVC A. SAN GA13RIEL VALLEY MUNICIPAL WATER DISTRICT (6 18) 969-791 I FENCE W MR. BOB STALLI N GS O.5' 2 CON 5T RU CT I O N NOTE 5 FOR 5T RE ET T RE E5 FOR BASE LINE ROAD CONSTRUCTION � I� 3 1 1 I 2.) ( 1 11 1 . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH THE CITY STANDARD PLANS. B. VERIZON X -. �� 4.n� �� ��&, � j, 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE �`S'a'.T'r>`�=. �y?� `'$•' Y�;�.'. FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIE5 OR NUTRIENT DEFICIENCIES C. SOUTHERN CALIFORNIA GAS COMPANY 1 -800-427-2200 RESIDENTIAL `�` "�� h �� ` ' "" MAY REQUIRE BACKFILL SOILS AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR 216 N. EUCLID AVENUE I-800-427-2000 COMMERCIAL �� W 5y 3. ALL STREET TREE5 ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. ONTARJO, CA 91762 " 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. EXIST. EXIST. CURB D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 GROUND GUTTER 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 E. METROPOLITAN WATER 1)15TRJCT (909) 593-7474 700 N. MORENO AVENUE TYPICAL X-5ECTION LA VERNE, CA 91750 BANYAN 5TRET 5TA I G+33.42 TO 19+83.90 F. PACIFIC TELEPHONE COMPANY I-800-248-2800 NT5 G. ADELPHIA I-800-626-6299 I/8" 12' (PORTION OF RED HILL) H. CHARTER P O�MMUTION (909) 1387-G275 REFERENCE PLANS _ �• 1 2.5" 668 V o COURT z `� REVISIONS RIVERSIDE, CA 92503y STREET IMP. PLAN NO. 1876 FOR TRACT 16 116 INSTALL EPDXY SEALER "1 STREET IMP. PLAN NO. 1844 A D HE,51VE PER 55FW0 r 3" I. SOUTHERN CALIFORNIA EDISON I-800-6 I 1-191 1 2:8 BATTER (EMERGENCY ONLY) 23RD 5T \� PROJECT 51TE PRIVATE ENGI NEER5 NOTE TO CONTRACTOR LEGEND DESCRIPTION OF REVISION DATE CITY . PA VEMENT IMP. PLAN 1844 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS /t4 DOWEL Q 4' O.C. CITY OF RANCHO CUCAMONGA OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE PCC PAVING 10" MIN LENGTH PROP05ED P� AVAILABLE CITY/COUNTY RECORD5. THE CONTRACTOR IS REQUIRED TO TAKE GROUTED IN PLACE SCHOOL 51TE / ��� PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 8 CURB DETAI L Q ' v� CONTRACTOR FURTHER A55UME5 ALL LIABILITY AND RESPONSIBILITY O STREET IMPROVEMENT PLANS _ 5 DRAWINGS. THE AC PAVING NT5 BANYAN STREET - FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE BANYAN 5TREET o HAST SHAT > IMP. PIAN 1876 DRAWINGS. TITLE SHEET ® � � Z CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE AC REMOVAL ET11nlA111DA COLONY ELEMENTARY SCHOOL m DRC 2002-00014 U� GUM DR RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CHEROKEE UNDERGROUND SERVICE ALERT CONSTRUCTION OF THIS PROJECT, INCLUDING 5AFTEY OF ALL PER5ON5 AND pfE5Si APPROVED BY j DATA r PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE THATCHER ENGINEERING pQ� �' CITY ENGINES VINTAGE HAH �7"` CaII:ToII FREE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL & ASSOCIATES, _ R.C.E. NO. 23889 DR e CHICKA5HAW ACCE55 RD DEFEND INDEMNITY AND HOLD THE CITY, THE OWNER AND THE ENGINEER INC• ��, H �, DESIGN RECOMMENDED I-800 345 5TH STREET, SUITE 19. � TH HER, STATE ROUTE 21 O FRWY RD 227-2600 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION REOLAND5, CA. 92374 3 '64 z BK p_eW WITH THE PERFORMANCE OF WORK ON TH15 PROJECT, EXCEPTING FOR LIABILITY (909) 748-7777 FAX(909) 748-7776 ^' h�Gh TWO WOMNG DAY5 BEFORE YOU DIG ARI5ING FROM THE 50LE NEGLIGENCE OF THE OWNER OR THE ENGINEER. sr11' * 1 DRAWN5w/co SHEET I C I N I TY MAP "Y V LAND PLANNING CML ENGINEERING "CAUTION": Remember that the USA Center 91�, / OF 8 0 notifies only those utilities belonging to Ir SUR IN UR CAII F AV _ the center.There could be other utilities CHECKED DRAWING NO. THOMAS EROS. MAP - present at the work site. The center will 3 PAGE 573 I inform you of whom they will notify. Melvin W. Thatcher, III RC.E. 39964 Exp. Dec 31, 2005 MWT DATE ICVOG/03 FILE NO. 8001 s 1 1947 8001584 - - -- -- - -- -- - - - - - - — BENCHMARK: _ _ _ 2" BRA55 D15K IN CONCRETE HEADWA .. 0 � "CITY OF RANCHO CUCAMONGA BM I SOUTHWEST CORNER OF SUMMIT CIL -- _ _-- _- -- _ _ -- _ EAST AVENUE. ELEV. N . O - `. a, N r-•1 0try 00 I5�0 1L 15 v - - - - - - - — ° Ivc T RE T ® 1 N f 5pq, FT Q - - - -- - - - - - - - - o a � p i•59:, � p- + V u LL +M F. O cD O U Z o P- I[- Lo - _ • + - - Lf -- __-- _-- .-- .-- 00 _ .___ _ _ _ .__.. _ _ -- — _ — _. _- _—_ _ _ _. In In -- ILL, - 5 a .36%,) z - - - - -- - _ i� - - -- - -- -- - - 1 00 o N CY _ - o - _ F 0 LIN 8' LT `� -+7 -0 ° v �C- 1 04 0 (i 38 � � 15 IQ �}' ar I c� '{,iii/ 'v ( SE 0 N v O tq U w _ Lu 15' N d 69; - u - N rS O tf) - E IST NGT f18' R _ '3 PROFILE _ _ _ (1.,32 l 2V - -- -r - - - - - - - - - - HO RT. 1' = 2' I v 14+00 15+00 16+00 17+00 18+0 1.33%1) CONSTRUCTION NOTES PROPOSED COMMUNITY 1 1 TRAIL (SEE TRAIL PLANS) It Iii IN5TALL 4" AC OVER 4"AGG BA5E PER CITY STD. NO. 100-A (i O,G9G 5F)' 1 o I I z DED. PER SEP. DOCUMENT PROPOSED STORM w " �- 1 C° 5 1 DRAIN PER Stip z Q 2 INSTALL 8 CURB +I GUTTER PER CITY STD. 104 TYPE A2 8 Co F 1 U w 1 GRADING PLAN J z I z Q aC C4 U U 5 + O3 INSTALL 4" PCC 51DEWALK OVER COMPACTED NATIVE (R/W ADJACENT) a � I > 0o Io+Ro m t` 4 W Moo 1 m �� 4 W 1 {- J z _j �? _ F- �Lr w w w O r w W � N M N s� M> 00 �U �� Qoff 4 INSTALL DNV APPROACH PER CITY 5TD. 101 TYPE C 14- Of > ) � ► w Co � o) co d cl� DO � d 0 �M 0) _z 000 r- ROPIDI M N U J J J d � ': a0 U Q �= rj + -1 M N �� ��� oU- d a'• '`� Q5 INSTALL 5 00 LUMEN HP5V 5TREET LIGHT PER CITY STD. PAID * COORDINATED K)� w o 0 1 0� d M W`o F- In II v� w Xw oo ,� ) �.- N II o BY DEVELvvPER INSTALLED BY SOUTHERN CALIFORNIA ED15ON COMPANY. IOW I In c� M O O + 2 N X00 N U N + � Xw + z o 3: ' Ln Q : g _ _ 'sd x +v o O '`� I j Od' U co tV- mzN JY- + °r�0 © IN5TALL G" AC BERM PER CITY STD. 104 TYPE D I-G rid \,* w ' + V U ;C'-) Q i- --—� w g vQ J } + M N + S' N d `� `� r� D 0� N 17 •' Z N F- (n Q COO Q d U D Q FQ-m z� Q Q N Q-\ + O + `' d 'n N I- N CO N w z co jN V) z p� Q - _ `� s Q7 IN5TALL 4" ASPHALT OVER COMPACTED NATIVE (BERM ADJACENT) •- Q-cn r7 t= + + + t- U Q + o0 w o0 z c� t- O�- + ri U Q + w w Q- n- cn d Q � In a- Q U Q c° v~i R WT cn a-m o a ~z z o wvi E- ~ 00 Q L af g g Q 0 0 (/) U 0- W F- W o0 O -- �- x- X x m m N m� ~- - w �gao m, Z o ® INSTALL CURB 51DE DRAIN PER CITY 5TD. 107C w I F J J (n W I I Q Q Q w Q � FQ- Qoo Q _cn v =�— ►- F- J I- I- x O 3 _ — N uj — in ,� 3 _ — V)044 in 3 t- 90 INSTALL RESIDENTIAL DNV APPROACH PER CITY STD. 101 TYPE R-i (n U w U (n (.)-j W w {-- (n _ x _ _ —_ — d •. a.Is w a St :• •. Lj OO 5AWCUT EXI5TING AC PAVEMENT �-X X- X- X EXIST. 2 OC ,,G� A o 2 �� W OI REMOVE EXI5TING AC PAVEMENT CLF- z A �` A = EXISTING POWER POLE TO BE REMOVED; UNDERGROUNDING OVERHEAD UTILITIES O ,, ,. BY THE AIF IA I AI A _. , . ♦ ,�, .. ., , .. , - ., .. .�, , , . ., . , SOU RN C L ORN ED 50N PAID AND COORDINATED BY ETIWANDA \\ \ \ .. �. H DI \\ \' t � � \ , 3 TO BE RELOCATED \. \-. gs\ \ t \\ lom \ \ \\-a .. \a, \.. °, \ "ee.. \. �'` . l.. \ \,. \ o- '+,.: t. .\\. r. . ,G >< \ � \ . , - ;, . \ _. .. , ., \ e. e ,. �. . . ! \ �` . ,. \> ,. 4 PROTECT I N PLACE — A — � ,>\. s �. ,, � ,\ ,�, � ,\ e \ \ � ,� . , . .\ (� C LAC 6g1 I - N 89'51'03 W 15 �j, 17 3 \18 5 BANYAN c STREET M �,,�� �o� _ _ Tc _ Q 5TREET TREES 5HALL BE IN5TALLED PER THE NOTES AND LEGEND ON 5HEET I -00 MODIFIED CURBSIDE DRAIN PER CITY STD. 107-C DE51GN FOR VEHICLE TRAFFIC EXISTING CURB & GUTTERS L `�, EXISTING CURB & GUTTER ��)'�sJ IN TRAIL l _. _ T _____ ___.__ _. INSTALL 5' WALKWAY (3" AC OVER COMPACTED NATIVE) CURB ADJACENT EXISTING FENCE � / 4 `�` - - — T � ------- — �- � � 00 � EXISTING FENCE DECOMPOSED GRANITE — a 1 d / ' �. - - ---- ,� ® INSTALL (2) 8" PCC CURB'S DOWELED INTO AC PAVING PER CITY STD. 104 (C I-G) TRAI L i DECOMPOSED GRANITE DECOMPOSED GRANIT PER DETAIL SHEET i d EXISTING ' PRELIMINARY SECTION . FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER. rE S G FENCE � .---------------- ---- ------------ --- _ 1 - _� TRAIL TRAI L — — �J REVISIONS EXISTING R/W EXISTING BLOCKWALL � ° - . ° . r z EXISTING FENCE - �' EXISTING R/W _ g Co `'�� w �O m M XISTING�BLO�CKWALL EXISTING BLOCKWALL --� + 3 V b O�° V cin �� C`! _ w z `G �� - ` > j U 0) U V) zvE-i w N _ w L� LL o_ z Z ,J J o ° w 1-- N g o F M w Q r 4 CITY J o \ O IQ Q Z w ' DESCRJPTION OF REV1510N DATE APPR. _ CITY OF RANCHO CUCAMONGA � w Z I = Z + + I Qo Lli1 � m N I Q c� o`� a � 0w 1 W STREET IMPROVEMENT PLAN I LEGEND BANYAN 5TREET FROM EA5T AVE. TO 1600' ± WE5T 5TA 13+50 TO 5TA 16+50 PCC PAVING • d . DRC 2002_00014 USA ALERT CURB RETURN DATA AC PAVING "'d THATCHER ENGINEERING Q��FESS,oti APPROVED BY DATE 3 4 wO CITY ENGINES GU R.C.E. NO. 23889 & ASSOCIATES, INC. ��' MELVI F CALL: TOLL FREE Q Q ti DESIGN RECOMMENDED R L T 345 5TH STREET, SUITE B. ti HE III 1-800-227-2600 AC REMOVAL ® REDLANDS, CA. 92374 Z I 12 ty SCALE: 1"=29 A 59052'05" 30.00 31 .35 17.27 (909) 748-7777 FAX (909) 748-7776 � 64 B.K. TWO WORKING DAYS LAND PLANNING CIVIL ENGINEERINGP.IV' /05 * DRAWN SHEET BEFORE YOU DIG L �P JD 2 of 8 0 20 40 GO fSCAP ARCHITECTU SURVEYING ` CALIF CHECKED DRAWING NO. R.C.E.NO. 1947 /'-Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2005 M.W.T. DATE FILE NO. 03/05/04 80015R BENCHMARK: 2" BRA55 015K IN CONCRETE HEADWALL STAMPED -- °CITY OF RANCHO GUCAMONGA BM 10089 1987" AT 5OUTHWE5T CORNER OF SUMMIT AVENEUE AND EAST AVENUE. ELEV. 1507.031 FT v� _w' — Z + i-- Q t- 11515 J R POE F ® 18' L�T - _ J g; X1 RT 72 ,) TT � -� + N I _ Iw W I io oc b3 - — - M T _ W — - - -- - _ _ _ - ---- ---- - - - - ---- - - - - -- ------ - - - -- - - - - - - - -- - 1 - 15 95 � •7q _ - - - - -- - - - - - - - - - - 0. 72 - - - - - - v 1 5 ,o uj Ld - -- -- -- --- - - 00 r- . -- -- - -- - - -- - -- - - PROFILE + W -- - - - - - - -- -- - - - -- HORIZ. I" = 20' If: �,I--- � m _ .� .__ _ - -- -- -- - - -- ----+f- -- - --- - --- - _ __ - _ _ _ � VERT. 1" = 2' 1 -m cnIrt W 0019+00 20+00 21 +00 N22+00 23+00 24+00 1 0 1 (y o W c+7 U w w r) o Co z_ > �� Tf4 Of J 8 N + �w= 0ow L, 4 � 1 0 _j Tclx V) �> � � o N � 0- Co 1 0 � CONSTRUCTION NOTES Q x o o. in® ►� o N N it o °i ° l` OI INSTALL 4" AC OVER 4" AGG BA5E PER CITY STD. NO.100-A (10,G% 5F)' w t-°o�o a w � r) In a � N z Lo ►- z0 uu.w O2 IN5TALL 8 CURB * GUTTER PER CITY STD. 104 TYPE A2-8 p+p �-�= 0+0 D iU-w � �� p+j � w � �U pj O � � N + � � " �C00 d M } Wm � �N �� F + N N V) Z N Q S F O Q o +j z b a INSTALL 4" PCC 51DEWALK OVER COMPACTED NATIVE (R/W ADJACENT) V) ui CD � w + 6 cn c�r �w ri � + a a _ z S � g " a °' N w _ - ® IN5TALL D/W APPROACH PER CITY 5TD. 101 TYPE C o� - - c i MEET EXISTING z Q i< x (CROSS SLOPE VARIES) a- z O5 IN�TALL 5$00 LUMEN HP5V 5TREET LIGHT PER CITY STD. PAID * COORDINATED cn o-' 3 N woz � B DEVELOPER. INSTALLED BY 5OUTHERN CALIF RNIA ED15ON COMPANY. IN5TALL G" AC BERM PER CITY 5TD. 104 TYPE D I-G A A 5E— '" 1 x_ 1 12" W INSTALL 4" A5PHALT OVER COMPACTED NATIVE (BERM ADJACENT) x-- 7 O n i>. ! ✓.. ,. 'e// '. / r/./j. /f 2 r / ✓ / / f.. at,t.- , ♦. f, ..s L fr. 1 L, / .f i 2 vu .�.,rr F IN5TALL I I PER CITY TD. G �L NST CURB 5 DE DRA N R C 5 07C d'..,r✓r�r:;•g,afl.,,. P/ mr^}r.?^;,�f;,1.;rK -• Si�..^,-",".ar- ..;;,�-.r.•rs .r, ,.,.'_'v,_.`'►.,,, ,.'_.' '.! ,/ f .- - -' \ -- - 99 INSTALL RE51DENTIAL D/W APPROACH PER CITY 5TD. 101 TYPE R-I \e� \ .\ V 1 �G EXIST. 3"W \ EXIST. CURB & GUTTER _`-po� ti - �- � �.-�- ® 5AWCUT EXI5TING AC PAVEMENT ` \ ` �ry \\� 8451' W BANYAN STREET OI REMOVE EXISTING AC PAVEMENT 1 - _ \ \ © EX15TING POWER POLE TO BE REMOVED; UNDERGROUNDING OVERHEAD UTILITIE5 - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - BY 5OUTHERN CALIFORNIA ED150N. PAID AND COORDINATED BY ETIWANDA 5 T 5CHOOL D15TRICT. l,SC ����3.59� - - - - - - - - - - - - - - - - — - - - - - EXIST. S.D. PIPE N © TO BE RELOCATED _ \ ® PROTECT IN PLACE L0 EXIST. 8" AC BERM + o Q STREET TREES SHALL BE IN5TALLED PER THE NOTE5 AND LEGEND ON 5HEET I � r) N MODIFIED CUR135IDE DRAIN PER CITY STD. 107-C DE51GN FOR VEHICLE TRAFFIC — _._.,,, IN T RAI L U — — — © 1 N5TALL 5' WALKWAY(3" AC OVER COMPACTED NATIVE) CURB ADJACENT REVISIONS U N w U o w _ C � d � ® INSTALL (2) ,5' PCC CURB'5 DOWELED INTO AC PAVING PER CITY 5TD. 104 (C I-G) + N � w � !� PER DETAIL 5HEET I + 00 + 0 � ,* ' PRELIMINARY 5ECTION . FINAL 5ECTION TO BE DETERMINED BY 501L5 ENGINEER. Ln L FQX � H (v V) w cnw � X Qcn 1 1 V) w � w DESCRIPTION OF REV1510N DATE CITY � W 1 1 APPR. w L5z EXISTING R/W b J CITY OF RANCHO CUCAMONGA V) = (� STREET IMPROVEMENT PLAN WBANYAN Q LEGEND STREET -±- FROM EAST AVE. TO 1800' _ WEST (n STA 18+50 TO 5TA 22+00 PGC PAVING a DRC 2002-00014 CURB RETURN DATA 'APPROVED BY DATE USA ALERT AC PAVING `� THATCHER ENGINEERING woQR�f ESS/oN�l CITY ENGINEER. R.C.E. 0. 23889 CALL TOLL FREE 0 0 R T & ASSOCIATES, INC. cv�' MELV�N' ti DE51GN RECOMM DED 345 5TH STREET, SUITE 8. 1-800-227-2600 AC REMOVAL ® REDlANDS, CA. 92374 996 m B.K. A 59°52'05" 30.00 31 .35 17.27 ( SCALE: I"=20' (909) 748-7777 FAX (909) 748-7776 TWO WORKING DAYS CIVIL 1 /05\P DRAWN HEET LAND PLANNING CIYIU ENGINEERIN BEFORE YOU DIG9r 5W 3 OF 8 O 2 3O 4O ARCHITECTURE SURVEYIN OF CALF F CHECKED DRAWING NO. 3-�'d 4r- R.C.E. NO. Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2005 M.W.T. DATE 10OW3 FILE NO. 1947 03/05/04 80015R N N N N Cn 0 528.4) 35. 1 ' (1526.2) 25.2' (1527. 1 ) 25.2' (1525.% 23.8' 528.05 TC) 18. I' 0 (1 527.44 FL) 18.0 0 527.67 LIP) 16. I' / (I 526.80) I 1 .5' (1525.55) 12.0' (I 525.00} I I .8' Qo ro co EP O EP O EP + + + + (1527.72) 4.3' m m N v (I 527.r.9 (1526.97) (I 526.09) 1525.29 Cfl CO �O w �O (I 526.99) 5.0' N (I 526. 10) 4.9' (1525.31) 5. 11 � (I 527.60) I I .6' � O (I 526.82 LIP) 16.0' (1 525.5.5 LIP) 15.9' (1525. 1 1 LIP) 153- (I 5.9'(I 526.60 FL) I T& (I 525.76 FL) 17.6' (1524.52 FL) 17.6' (1527.28 TC) 18. 1' t 1 526.37 TC) 17.8' (1 525.50 TC) 17.9' (I 528.6) 25.2' (1527.37) 37.4' (I 526.6 I) 38.3' (1525.42) 38.0' N N N N -� CA N N (1525.00) 33.0' (1523.70) 33.0' (1523.40) 33.0' 1524.84 24.3' --7 / (1524. 17) 1 1 .4' 0 523.41 ) 10.9' '� (1522.81) 10.7 0 522.35) 10.8' -� EP EP _ N EP N EP � rn 1524.50 (1 523.72) (1523.00) Ct t 1 522.48) o - QD w co (1524.54) 6.4' (1523.75) 6.7' t (1523. 14) 6.0' aq (1522.53) G. I' ti - W v (1524.31 LIP) 16. I ` (I 523.63 LIP) 16.0' ` (1522.34 LIP) 16. P (I 522.86) 17.9' (1524. 12 FU 17.8' (1523.43 FL} 17.6' (1522. 12 Fu 17.7 (1524.72 TC) 18.0 (1524.04 TC) 17.9' \ (1522.74 TC) 18. 1' 0 523.50) 26.2' (1524.9) (1524.20) 34.7 (1523.00) 34.84' 0 523.83) 37.4' N N N N 122.37 WW] (1522.40) 33.0' [2 I .62 Rw, [20.87 WW] [20. 12 RNVI _ (I 522.60) 33.0' N N N tiCal (1522.60) 26.4' (I 522.40) 26.3' 8 8 [22.07 TC] [21 .32 TC] [20.57 TC] 19.82 TC] [21 .40 FL] [20.65 FL] (1521 .60) 16.4 110.90 FL] [19. 15 FL] 0 520.60) 15.8' w (I 5 19.90) 16.2' w [21 .53 LIP] � 120.78 LIP] �''- w 119.28 LIP] W [20.03 LIF] (1521 -78) 10.5' (1521 .20) 1 1 .0' n-� !! 520.48) 1 1 . 1' (�J NEP 1 (I SPI 9.56) 10.8 C + N = Oo C + .N O Oo C + N O co OD • 0 521 .90) (152 1 . 18) (1520-50) CL % (15 10.72) LO CO O N O (1521 .02) 5.4' CO (1521 . 16) 4.9' (1 520.49) 4.7' (1515.73) 6.0' W (1 52 I .69 LIP) 16.2' (1520.50 LIP) 16.0' 0 520.25 LIP) 15.9' (1 519.56 LIP) 16. I' -Z- (1521 .41 FL) 17.5' 0 520.68 FL) 17.7 0 520.03 FL) 17.6' (1519.35 FL) 17.9' (1522.05 TC) 18.0' 0 521 .30 TC) 18.0' 0 520.64 TC) 17.8' (I 5 19.97 7C) 18. I' C- 0 o � < o o (1522.20) 35.0' (1521 .40) 35.0' w si (1520.51) 37.9' I (I 513-9G) 38. I ' Z v m v' ,►D'-� D O � � 1 1 o�ovcn Z m 21 vZ= mow D � m v O Cil cWD ZN CD V o . F mnm ►>� n m r� C- m -a t�'1 II ur -� X ;7 C7 m 0 CVCv -m-i O OD (D rn omz � m � N N O co O Nm V o� rte^ M� �J W � rn� V J 19.37 R/W (1 520.00) 33.0' 18.60 R/W 0 518-00) 33.0' 17.02 R/W (1517-00) 33.0' 16.22 R/W (1521 .30) 28.5' 7 N S S 19.07 TC 16.32 TC 16.72 TC o8 16.92 TC 18.40 FL 17.63 FL 16.05 FL 15.2G FL w w w w 18.53 LIP / � 17.76 LIP N �"� 16. 16 UP w 15-35 LIP J /-� (1 5 18.96) I 1 .3' -� `D � EP (I 5 18.23) 9.5' (I 5 16.4 I) 9.2' (I 5 15.43) 9.3' W oo EP oo Oo 00 Oa4 N + N O �! � ° v O • (1 519.03) (1 5 18. 19) 0 5 16.50) 16.50 1`5 0 515.G2) 1 5.62 F5 O Qo Q - 0 519.02) TO OQ - -� � V Ca o W (15145.54 LIP) 16 A' (1518.00 UP) 16.0' (151G. 15 LIP) 1 6. 1' (I 515.34 UP)16.3' (1518.65 FL) 17.9' (1517.81 FU 17.9' (1516.0IFL) 17.8' I ' (1 516.64 TCC) 18. 1' (1519.24 TC) 18. (1515. 16 FL) 18. 1' (1516.44 TC) 18. 1' (1 51 5.78 TC) 18.3' i i i (1519.35) 36. 1- (1518.74) 38. 1 ' 0 517.04) 38.0' 1 5 16. 18 38.0' f� � V ' 4�11CA CA �/ N%--001 %-- / (1516.90) 33.0' 15.62 R/W (1516.30) 33.0' 15.02 RNV (I 514.46) 33.0' 14.47 R/W (1515.00) 33.0' 14.08 KW N N N 8 15.32 TC 14.72 TC 14. 17 TC 13.78 TC 14.65 FL 14.05 FL / 13.50 FL 13. 1 1 FL f w w w w 14.78 UP / W 14. 18 UP w 13.63 UP = 13.24 UP w - (1514.77) 9.2' (1514.35) 8.3' 00 (1513.85) 8.8' (1513.50 ,53'00 -�- � 00\ W EP _ -�- EP - N + EP OA ----- O$ ° v P ° -- 0 51 5.00) 1 5.00 F5 (1 514.48) 14.58 F5 (I 513.96) 13.96 F5 (I 513.60) 13.60 F5 Ct (� (1514.47) 3.8' _ (1513.95) 3.8' (1513.57) 3.9' O V � (1514.31) 15.6' (1513.29) 13.0' ' (1 514.25 UP) 16.2' (1514.63 UP) 16.2 e7 �S u0� .9 (I 514.6 I FU 18.0' (1514.05 Fu 17.9' 0 513.49) 20.0' (1513.71) 20.9' J (151 5.22 TC) 18.3' 0 514.69 TC) 18.2' EP EP / (1515.53) 37.8' 0 515.04) 38. 1' (1513.50) 37.2' / (1510.40) 39.0' �1 N (1514.50) 33.0' 13.75 R/W tv 8 13.45 TC 12.75 FL LW w 12.51 LIP N C9 (1513.3-5) 8.7' 00 EP p v (1513.34) 13.34 N--,C (1513.23) 4.7 ,p W (1512.5G) 13.3' `,e V 0 512.40) 2 I .6' (1512.77) 22.3' / 00 o / zQ � o � /o j:E o o W / (1509.30) 46. I ' w � o \ 0 0 "o s � y o <D too m ►��, C7 40 N . Z 00C-L" �` 1 Z a Lon 2 v z= O� D Mca CA > p n � rn ( VNO � Z �N m oo � QDDm >� NN x.r \ 3 X �� a � n II II= CA co a ?� Z Ln rn x = (7 Ln Q V N N � 9 O 00 Ln O� V Na V 1+ N