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Home My WebLink About1946 GENERAL NOTES VICINITY MAP 1. ALL WORK SHPT. BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS II CONSTRUCTION CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. rum fxW CONTRACTOR SHALL. BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. �t 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER PROJE-CT g METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE NOTTOSC&A RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NOTRA T N COST TO THE CITY OF RANCHO CUCAMONGA. �0N "�s1° � r�aruro AVE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES MH s1As�T RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. WICHO 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY. 5. ALL. GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB— GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES TY A AM A MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL. CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING L ORIGINAL GROUND AND ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL. BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL. BE SUBMITTED TO THE CITY x --_: ____._ , ,_ �,_____ ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL 7 f f CONTENT AND GRADATION OF ASPHALT PAVING. -- ,. _ h ,., ,, _ .._...:—.1.` .c r. f �.: :� .rw-•-.r..: l `.J �C { � ''t. "�L�`1- ! I r /'` a•-..x it `y,5.-. _ ti� .w t !' v i y T' 1Y. 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE - *�Y•- j ' _ �� r- ` �4 T" s 1 i, + CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R—VALUE, 1 SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. �___„__ - LOMB C�A1VN8b-', r - 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN ` e' TO DETERMINE STRUCTURAL SECTIONS & VERIFIED PRIOR TO PAVING. I 1 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY - >' _ -- LEGEND MATERIAL, THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE 777 GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL.. _ ,_—_____._ _.__. �' STREET ELT NUMBER k -� �y oENOTEs PLAN SH t 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED 16 3 FOR Cl OF R NCHO CUC ONG BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL. BE UNIFORMLY APPLIED AT THE - A DENOTES STORK DRAIN PLAN SHEET NUMBER MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. - ,-- ,— t 3 4 6 �_ 5 2 1 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF pEJ,b PRpppp � LIGHTS THE DEVELOPER, THE CONTRACTOR SHALL. MAKE HIS WN DETERMINATION OF S 0 DETER 10 r CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY �; - ' �; , I - _ �- __ - a r 4 THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL. BE ;J r , ,` j DENOTES EXISTING STREET LIGM CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. ' _ l 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL. BE r %'-• � „ ` I ;' -'� i'� ! �+ DENOTES STREET NAME SIGN 3 , I CONSTRUCTED AT EACH INTERSECTION. _-" 9 ' / I J Y V a v, o 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR DENOTES TRAFFIC SIGN THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON ' REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 1, f J �- -Y a -- �i�1+00 j ��IR�+' Aj �+' �+' ,a+ O I h �75 ENGINEER FOR APPROVAL. x I r TREES PER AND LEGEND _ _ _. ON SHT.STREET 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN. HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE a \ - INSPECTOR. ' ' � f 1 t Y PAVEMENT NOT THE F R RFA ASPHALTIC CONCRETE WA 0 17. E WAL 0 SURFACE IAYF�t OF S HALTK: CO C ETE ROAD YEMEN SHALL BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED �' r- " "`� ALL ON—SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN— ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS— FACTION OF THE CITY ENGINEER. , a. ` i i I 4 UTILITY CONTACT 1 C l �v r � i _ 11 , 13 a CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS + r PRIOR TO EXCAVATION: GENERAL TELEPHONE COMPANY: (800) 422-4132 280 SOUTH LOCUST + i P.O. BOX 2920 t. POMONA CALIFORNIA 91766 w — i � ,..r .., w<_-. N -.. -w---:. ,�'C. --,,,. ..e_ `� '��1' .__.:,--*•--*--+-,+..I.. ''r ^-�-- *--ip�', ,,� ,.i,. I =�...-,-.rf..,. ,} � .r Yf,. _. -r-- - SOUTHERN CALIFORNIA EDlSON CO. 1-800-655-4555 r 7951 REDWOOD AVE. - ,. r t ;c r , FONTANA CA. 92336 t � ''r,I A t * x v , f � # { i ; 1 CUCAMONGA COUNTY WATER DISTRICT: 909 987-2591 9641 SAN BERNARDINO ROAD `,* I c RANCHO CUCAMONGA. CALIFORNIA 91730 !' i DCA CABLEVISION: _. - - 714 987-2225 f' 9155 ARCHIBALD AVENUE, SUITE H ( ) INDEX MAP RANCHO CUCAMONGA, CAUFORNIA 91730 "— , SCALE . 1 —50 SOUTHERN CALIFORNIA GAS COMPANY: 1-800-427-2200 RES. 216 N. EUCLID AVE. 1-800-427-2000 COMM. ONTARIO, CA. 91762 METROPOLITAN WATER DISTRICT: (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA. 91750 PACIFIC TELEPHONE COMPANY: (714) 999-5639 • CITY PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTE. DESCRIPTION OF REVISION DATE APPROVED: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTY PIPES OR STRUCTURES PRIVATELY MAINTAINED LANDSCAPING AND IRRIGATION ALONG THE SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE SIDE YARD OF LOT 1 ALONG LEMON AVENUE SHALL BE INSTALLED CITY OF RCUCAMONGA BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON BY THE DEVELOPER PRIOR TO PUBUC IMPROVEMENT ACCEPTANCE pf ESS/ THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS BY THE CITY. IMPROVEMENTS ARE TO BE INSTALLED TO THE STREET QR 4 TO PROTECT THE UTIUTIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON CURB. PLANS FOR THESE AREAS WILL BE REVIEWED AND APPROVED �,� �,'1 C. STREET AND STORM DRAIN IMPROVEMENT PLANS FOR F•. THESE PLANS. BY THE PLANNING DIVISION, WITH EXCEPTION OF STREET TREES. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED ( No. 20596 �" m TITLE SHEET TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE „� m j PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS d* Exp. 9-30-45 AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH C1VII- �Q TRACT NO. 16431 REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION qlF DEAF THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH EXISTING SURVEY MONUMENTATION �pVESS/0 APPROVED BY :j DATE:! CO) REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION pQ �( CITY OF RANCHO CUCAMONGA CITY ENGINEER �/ RCE NO 24953 ,r I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE �<v� Q� � MANNING DESIGN RE E ED BENCH MARK NUMBER 89 Maass v32o.�ai,a a�.. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE DESCRIBED AS FOLLOWS: "' c i amu' H 0 M E S ELEVATION : 1566.201 S.C.M. Suits 1r RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF No. 20596 �" m " ooarca lrv!r,u92sta THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS NONE ,,, ,,, CHIZ 0f EAST CURB RETURN NORTHEAST CORNER 1 Yoko 949-251-8621 • REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING / _ d* Exp. 9-30-05 *� LEMON AVE. AND HERMOSA AVE. DRAWN :cNu►1: Fay 9a9251osu SHEET Z HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER DATE JZlr 7!�� CI yli. �Q' p,p, r L a e s n t N s i a s s u e v s Y o e s 1 L!, AND THE ENGINEER HARMLESS FROM ANY AND ALL LLABIUTY, REAL OR ALLEGED, IN STANLEY M E R.C.E. No. 20596 qlF �Aa _ OF I,.. 40, CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABIUTY ARISING FROM THE SOLE OF CAO 20151 SW Birch Street Suite 150 CHECKED 20598 DRAWING N0. 0 Newport Beach,Califomia 92660 '� NO 1946 NEGUGFJdCE OF THE OWNER OR ENGINEER. TEL 949 250 FAX 949250.9008 S.C.M. DATE 1203 FILE NO I, I:\40322\IMPLANS\SIP0 t.dw9 12/17/03 PROJECT SHEET NO. OF STREET TREES SCHEDULE: TYPICAL CORPS OF ENGINEERS DEPARTMENT OR 7NL ARM LEGEND STREET BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QUANTITY ORIENTATION ' SPACE 857E RC (SEE NOTE 1) LEMON AVENUE IAGESTROEMIA PINK CREPE 3' 20' O.C. 24' BOX 8 EA WEST TO FAST .•'' " ' .% / :- - 'J/ NOTES INDICA 'BILOXY MYRTLE HYBRID I?� :• r •/., L 1. Unclassified bedding material shall be as follows; ,. r A. NATIVE SOIL may be used for rigid pipe installations unless otherwise shown Af •s•,,,"• A \ on the plan or the specification s �� 8. GRANULAR MATERIAL shall be used for flexible pipe installations. (See note 2) BERSHIRE STREET MAGNA GRANDFLORA N.C.N. 3' 20' O.C. 15 GAL. 24 EA. SOUTH TO NORTH �_ �'/R Unclassified bedding material shall be free of lumps, rocks, and broken con- ��• ,•f ;i ;; !' trete or asphalt. Care shall be taken to protect the pipes from damage or �y deflection during placement and compaction of bedding. Greater compaction, _ _ • 7 % - r 7 when required to limit deflection of flexible pipes, shall be shown onthe plan. ~ -{.,,,// BREAK OUT ULITS 1•''., ) 0.4 D' OPTIONAL 4 D TOTAL T,� �x TRENCH 2. Granular material shall be sand, gravel, disintegrated granite, chrushed aggregate, : j'=,a SHAPE or native soil with a sand equivalent of not less than 20. •.. EXISTlNO CHANNEL VIALt 32 EA 3. Where ground water is encountered in the trench the contractor shall, at the drec- pl AN , / TYPE I TYPE 11 TYPE III tion of the engineer, excavate to a depth of 6 inches below the proposed pipe and a. r surt place o bedding of 3/4 inch crushed rock or crushed slog. Ct�St IN PLACE OR 4. Trench walls shall be vertical within the bedding area, unless improved bedding• as d 08Y PLAGt.� _� j� 6R K OU approved by the engineer is used. LIIATS LOAp CONDITION$ �' ^�^-c N''E N FACTOR 5. The load factor mat be increased for type V by the use of reinforcing steel. The •` '�'�%. load factor is 3.2 for P=0.4%, 4.5 for P=1.03, in which P is the ratio of the area (l) MKII EXISTI,VA,REINFORCE' �•.,. . I 0' I I - 1.3 of steel to the area of concrete above the crown of the pipe. IND IiVtO NE%11 C(X4STRUCTiON, a DI •�Ts�"!7' "` �:"r a' M g 1.9 (2)00 NOT CVT REINFORCIN3 RCP OR . C ,• •a ' THAI GLEARS'PtPI: AND 13 .G;•P; - •'�,- /•`�,�•. •d � �• '•mss. III 3/8 D' 21 /« 2 a0LEAR OF FINISHED OPEN' '�.� '` �.�. 3/a ,t / •d;• '� / •� •4. --- s .�`` N. MIN. / .M D' -� MIN. tIi 3/4 0' 2.7 13)REINFORCEINO 15 4 4@I2" / MAX-. SFACIN4 EXG't:PT ,AS `.� a IP 1►' i III !Y+ /• 3.2 �"y ` :a• ` / Ir 4.5 NOTED. ..� �� tix a '7�i Z `/ani c<2,�' 1 r (4)CORNS Of ENGINEERS SPED- 257 IFICAT1ONS•.SECTION'SPECIAL " {.1 SUPPORT PIPE ON rJ SEE NOTE 3 PROVISIONS FOR CONNECTING •' ip CONCRETE BLOCKS RIGID PIPE DRAINS TO CHANNEL WALE 's>"' .C' �'?�'." TYPE IV TYPE V DESIGN DATA SHALL BE ATTACHED TO -.v, s .�';;:�i': ' (F I E) PLANS 03 NOTED THEREON. •"l`I�,••�:.'t• ,,slr••a• es (FOR ExsnNc PIP � CONSTRUCTION NOTES FOR STREET TREES (3)USE 3000 P.5.1. CONCRl:TG' l " T "1.44 LEGEND 0 cr„c r t.� 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. SECTION Arg PIPEw ;•A COVER Pct sEDD,NC PER.WT MANUAL MAX MIN E= -. GRANULAR MATERIAL ' 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT °- ALL F. SHALL. BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT NOTE= '� UNCLASSIFIED BEDDING MAT 8E>=o� -Uswc3 S'r�-iN�Ro STANDARD Ate. <8• ,t � DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE EACIII PROJECT MUS i3E JUkTION ® '� V ERFI ED WITH-THE CORPS „ a . CITY INSPECTOR or ENGINEERS. STRUCTURE . Ci NATIVE son. , 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING OFFICE ;rrN c Es°IcrXct;.ln STNE r' DIVISION. : .._.. . ... _ . CITY OF RANCHO CUCANIONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. APPROVED BY- PIPE REDOING STANDARD �'H APPROVED BY: PIPE BEDDING STANDAR° PLAN I1.a,AZ) (x 4 AND SHADING 341 h AND SHADING 341 CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHM 2 OF 2 R.C.E. 24953 2 R.G.E. 24953 CONSTRUCTION NOTES & ESTIMATED QUANTITIES W.R/W E.R W N.R/W S.R/W STREET IMPROVEMENTS UNIT QUANTITY 60' 66' 10. 1. CONSTRUCT ' AC OVER d' AB. SF 18,740 30' v. 30' 33' 11 33' TRACT 16431 2. CONSTRUCT A2-6 CURB & GUTTER PER CITY STANDARD PLAN 104. LF 1,058 IIS 12 18' 18' 12' i IIS 11 22' 22' 11' 3. CONSTRUCT CONCRETE SIDEWALK PER CITY STANDARD PLAN 103. SF 4,220 11.8't 4. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STANDARD PIAN 102 & 103. EA 2 5. CONSTRUCT 4' AC OVER 4' AB SF 2,335 0,5� 4' T 0.5' 0 02' 0_5' 7' 4' 0.5' VARIES 17 0.5' 6' 4' CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD PLAN 101 TYPE R-1. W=16' OR PER PLAN, X=3' SF 3 263 2 0 6. D . S VARIE ( 2 - 7. INSTALL HYDRANT MARKERS PER CITY STANDARD PLAN 134. EA 2 3 11 ', --- 1 8. INSTALL 4' SOLID YELLOW LANE UNE PER CITY STANDARD PLAN NO. 133. LF 224 += ' _ : r j "` 3 �: ---- EXISTING - 3 9. INSTALL STREET NAME SIGN PER CITY STANDARD PLAN 401-A & 401-B. EA 1 R 67 T.I. 6.O CURB & GUTTER EXISTING PAVEMENT 19 10. INSTALL STOP SIGN PER CITY STANDARD PIAN 401-8 (RI). EA 1 T.I. 0.0 R a 07 11. STENCIL 'STOP" AND STOP BAR. EA 1 12. INSTALL STREET LIGHTS 5800 LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER. EA 6 TYPICAL CROSS SECTION - BERSHIRE AVENUE 60' R/W TYPICAL CROSS SECTION - LEMON AVENUE 66' R/W 13 ADJUST SEWER MANHOLE TO GRADE. EA 2 14. ADJUST WATER VALVES TO GRADE. EA 2 N.T.S. N.T.S. 15. INSTALL STREET TREES PER NOTES AND LEGEND HEREON. FA SEE ABOVE 16. CONSTRUCT LOCAL. DEPRESSION PER CITY STANDARD PLAN 307 EA 1 17. COLD PLANE AND CAP PAVEMENT (1' MIN. PAVEMENT THICKNESS AT JOINT) SF 3,863 18. REMOVE EXISTING PAVEMENT & RECONSTRUCT PER CONST. NOTE No. 5 SF 54.0 19. CONSTRUCT A2-8 CONCRETE CURB & GUTTER PER CITY STANDARD PLAN 104 LF 225 20. INSTALL R26 SIGN ON POST OR STREET LIGHT STANDARD PER CITY STANDARD PLAN 401-B EA 3 21. RELOCATE EXISTING R26 SIGN TO NEW STREET LIGHT STANDARD. EA 1 22. INSTALL W53 SIGN ON POST PER CITY STANDARD PLAN 4.01-B EA 1 23. ""r*'" "Ap"Or PXO in/ 4'""r W r LF 36 "" f' ' " ,x ' O7 DESCRIPTION OF REVISION DATE CITY 24. C SOLID WHITE LANE LINE PER CITY STANDARD PLAN NO. 133 TYPE G. LF 100 APPROVED: 25. r SKIP WHITE LANE UNE PER CITY STANDARD PLAN NO. 133 TYPE D CENTERLINE. LF 213 CITY OF RCUCAMONGA 26. REMOVE EXISTING STREET LIGHT FROM POWER POLE E4 1 QROF ESS/p� � ��,�.'� C. STREET AND STORM DRAIN IMPROVEMENT PLANS FOR STORM DRAIN IMPROVEMENTS No. 20596�� TRACT NO. 16431 30. CONSTRUCT 3d' RCP STORM DRAIN (If LOAD PER PROFILE). TYPE 1 PIPE BEDDING, PER CITY LF 156 STANDARD PLAN NO. 341 (SEE DETAIL ON SHEET NO.2) �* EXP. 9-30-D5 *rq ESTIMATES OF QUANTITIES, TYPICAL SECTIONS, 9l CIVIL ��P STREET TREES & DETAILS 31. CONSTRUCT 12" PVC (SDR-35) DRAIN LINE (PRIVATE) LF 22 �`CF CAQ' 32. CONSTRUCT CURB OPENING CATCH BASIN PER CITY STANDARD PLAN 300 (W AS SHOWN ON PLAN). EA 1 33. CONSTRUCT MANHOLE NO. 1 MOD. OMIT MANHOLE SHAFT PER CITY STANDARD PLAN 318. EA t APPROVED BY JJ DAT E M BENCH MAR 34. CONSTRUCT 18• X 18' CATCH BASIN PER BROOKS PRODUCTS NO. 1818 CB. (PRIVATE) EA 2 CITY R K NUMBER 89 RANCHO C UCAMO NGA CITY ENGINEER . it,4A ,0 RCE NO 24953 DED 35. CONSTRUCT STANDARD JUNCTION STRUCTURE 'Er PER CORPS ENGINEERS. (SEE DETAIL SHT. 2) EA i MANNING ELEVATION : 1566.201 DESIGN Magill 17320 h&J Ave. RECOM Suits 350 36, REMOVE & RECONSTRUCT MAINTENANCE RAMP TO THE SATISFACTION OF THE SAN BERNARDINO COUNTY LS i HOMES CHIZ "Cr EAST CURB RETURN NORTHEAST CORNER S.C.M. o o r I c N irvb^CA 92AL4 FLOOD CONTROL DISTRICT. LEMON AVE. AND HEftMOSA AVE. I v�949-e51-8821 DRAWN sebUui rA* 949-e51-0516 SHEET O.D. Pt RRS RNOINiRRs SURVEYORS 2 OF 4 20151 SW Birch Street,Suite 150 CHECKED 1. 0 20596 DRAWING N0. Newport Beach,California 92660 1946 TEL 949 250.4200 FAX 949 250.9008 S.C.M. DATE 1-:67-03- FILE NO I:\40322\IMPLANS\SIP02.dw9 12/17/03 PROJECT SHEET N0. OF i � : i : - - ! I I i I I I I � . . I . __ - - I _____ - - , __ 11 1: I I I "I � � I � � I . - .. .. - - I � �- I - - I - - , I I I� � 11 I .. - I I . - � � - I - ' - - - - m - 7 � : ___ __ I - -1 - I - I --__ ___- - - ______... - - I - - --- - -_ -- - - __.. -- - -_ -- - - - ' I 11 I - � � � - - - r- - -,__- __ _�___ .-_- '___'__' __- _____ __ ,-,-"--.- __ _ __'-' I __ � -, - : : - - - , I � � [ � - -__ 11 I-- '.__ _1 __ , - __ ,-_' '--- - " t _- � ,- -_- . ,-- * __ I ___ ' ' � r- __: I � . 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I � SEE A T RIGHT wmwr LEGEND . -LEMON A VENUE- t CONSTRUCTION NOTES BiFRKSHIRE A VENUE- SEE SHEET NO. 4 FOR STRIPING & SIGNING 9 I (D CONSTRUCT I AC OVER e AB. 0 CONSTRUCT AC PAVING PER CONSTRUCTION NOTE No.1 B & GUTTER PER CITY STANDARD PLAN 104. 0 REMOVE PAVEMENT & RECONSTRUCT PER CON�T. NOTE No. 5 g CONSTRUCT CONCRETE SIDEWALY, PER CITY STANDARD PLAN 103. 1 (D CONSTRUCT ACCESS RAMP PER CITY STANDARD PLAN 102 & 103. 14' JI (9 r��q UCT 1* MIN. AT JOIN (D CONSTRUCT 4! AC OVER 4! AB x y - 5* @ CONSTRUCT DRIVEWAY APPROACH PER CITY STANDARD PLAN 1 0 1-A., "Y PER PLAN \� I'll � CITY OF RANCHO CUCAMONGA (2) INSTALL HYDRANT MARKERS PER CITY STANDARD PLAN 134. � - I'll, STREET IMPROVEMENTS - PLAN AND PROFILE �I '!�......'' @ INSTALL 4! SOLID YELLOW LANE LINE PER CITY STANDARD PLAN NO. 133. �� I if ESS/0' A R L T � � I - @ INSTALL STREET LIGHTS 58W LUMEN HPSV BY SCE, PAID & COORDINATED BY DEVELOPER ---------------- %� C. <,%, LEMON AVENUE/ @ADJUST SEWER MANHOLE TO GRADE. 1-1 25 . 68' 12 . 90 , C11 L-1 49) 2*0 18. 55 ' 9128 , 0 No. 20596 "" 2m (9ADJUST WATER VALVES TO GRADE. �Q_(� ��1�,Q-1� �'-_>cie�2 le)Q-Ge D 16 112. 00 , 32 , 81 , 16, 52 ' Exp. 9-30-o -r;09 I-,f-�kn in * * @ INSTALL STREET TREES PER AND LEGEND ON SHT. 2. = G � 2 8 Z; _�P4- "O C"r'. CIVIL TRACT NO. 16431 '0" ��6 _��P� . . - I I @ CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD PLAN 307 MODIFIED PER DETAIL HEREON 6 � 112" �� 2� 1 21m 29"55'35' 1 27 . 00 ' 42 . 38 ' 1 26 . 97 ' 1 CF CA0 ' �-,P 2 1 1 9 -1 _ __ I BY DATU,�, @ COLD PLANE AND CAP PAVEMENT (11' MIN. PAVEMENT THICKNESS AT JOINT) CITY ENGINEER �_Ie��_�) �IA�� RCE No 24953 (5) REMOVE EXISTING PAVEMENT & RECONSTRUCT PER CONSTRUCTION NOTE No. 5 6 6 b b it, 6 I .1 - DESIGN �/ ",',,- RECOMMENDED - 10 to 10 10 10 10 MANNING CRY OF RANCHO CUCAMONGA molss 17320&&d Am @CONSTRUCT A2-8 CONCRETE CURB & GUTTER PER CITY STANDARD PLAN 104 1 S.C.M. Smim 330 HOMES BENCH MARK NUMBER 89 OOKICH kvia%CA 92614 , 'e � . Vok&949-W-8821 (& INSTALL R26 SIGN ON POST OR STREET LIGHT STANDARD PER CITY STANDARD PLAN 401-B ---- ELEVATION : 1566.201 DRAWN SCHULTZ FA* 949-251-0516 SHEET I r ,>,e,,e1,v o o r t,r r W" .-P)r,Y LOCAL DEPRESSION DETAIL - CHIZ 'vCr EAST CURB RETURN NORTHEAST CORNER O.D. P @COR-[--DWI--e)RB-Mg-*STALL,--�4@-PLVIG,,P4P&'*-- "'.11, LEMON AVE. AND HERMOSA AVE. _j 3 OF__4__ @ REMOVE EXISTING STREET LIGHT FROM POWER POLE rlrfW-I-#,Plfl"' ,PFICXY,I-VP,Y,V>,X,",v 107-4 (@ N.T.S. 20151 SW Birch Street,Suits 150 � 10 P I No 20596 DRAWING NO. Newport Beoch,California 92660 CITY _. a& &"lr-- TEL 949 250.4200 FAX 949 250.9008 DESCRIPTION OF REVISION DATE APPROVED: S.C.M. DATE I vd __ NO - 1946 1 1 --- , _ '' "-'', I 1.\4032AIMPLANS\SIP03. - I -OF L- ' � I - f I I f I f 71 7 7 1 r _j - W% r% ot - I - �l - 00i _- - �_l I I t I I I _ __ - I f - I I I � I t I I � -.t � I � i I _F_ 04i�_._ I I I - __ - C � ---.--- __ ' � � _T I I T. --To V* 4__ 1 - f4 Fr� L , I . .4 1 --- t P, E I' I � ' - I _t � �' i F r v � - - P T_ I t Z_ � - I- 1 1 T� .- I i Z * 7 - I i I I I I I I I - I I -, - ;3 - i�' 1 .41 ' I I - ' ' - I -� - 21- 11 '� f7 W - __ - I I - I i i � i � f- - - - � 17TIl C) I I - - I I I I - I . I - I f- i : I I I I I I � I I I ___ -1-TIO-001 - I I ;��l O.- I - f I . � . . __