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Home My WebLink About1703 CONS TPUC TION NO TES AND QUA N TI TIES CAL TRANS GENERAL NOTES PROPOWD STA TE HIGHWA Y 301. AN ENCROACHMENT FERMI T IS REQUIRED BEFOIE ANY WORK MA Y BEGIN IN OR GENEPAL NO TES C' ct A/1flJ1O CON STRX T 0.25' A.C. OVER 0.35' CRUShED AGGREGATE BASF 44.178 Sc NEAR THE STATE RIGHT-OF-WA Y. E SKEET . 6 (EXACT SECTION TO BE DETERMINED BY ThE SOILS EAGIAEER) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF yj O 2. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST 2 CEXACT S TION A.C. OVER 0.33 E I ED AGGREGATE BASE �� STATE STANDARD PLANS 6 SPECIFICATIONS OR AS DIRECTED BY THE RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR A t/E/ (EXACT SECTION TO BE DETERMINED BY ThE SOILS ENGINEER) STATES REPRESENTATIVE (STANDARDS OTI-EP THAN STATE STANDARDS MUST PUBLIC WORKS CONSTRUCTION CURRENT EDITION, INCLUDING ITS ANMJAL 3 C067AWT 8" CURB AAO GUTTER PER CITY STD. 104 A2-8 8750 LF BE PRE-APPROVED AND JUSTIFIED). SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND 4 CYiTRLCT 4' WIDE SIDEWALK PER CITY STD. 103 22.670 Sim 2 � 3. NO EQUIPMENT OR MATERIALS MAY BE, STORED ON THE RIGHT-OF-WAY. SPECIFICATIONS. SEE SHEET 40 --- 5 COASTR�I.CT 30. R.CP. STOW DRAIN PIPE; D-1350 375 LF 41 42 43 44 45 I 4. ALL DISTURBED AREAS IN THE STATE RIGHT-OF-WAY MUST BE TREATED FOR 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER NO. 5�_ +rTE6T0AE 39 I 5 CONSTRLCT 6' WME SIDEWALK PER CITY STD. 103 6030 S EROSION CONTROL AS I N SEED ST OR EQUIVALENT. OR AS DIRECTED BY THE OR POLES, WATER METERS, VALVES FIRE HYDRANTS, ETC. SHOWN OR NOT �- ` A T I 7 G�TALCT HANCICAP RAMP PER CITY STD. 102 7 EA STATES REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT , SEE SET �. 5 EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, I 8 GCINSTRLCT DRIVEWAY APPROACH PER CITY STD. 101-A, WIDTH PER PLAN 57 EA ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST I 8 38 CAL TRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE TO THE CITY OF RANCHO CUCAMONGA. I 37 36 35 34 33 32 31 �' - 9 GYSTRLCT LOCAL DEPRESSION PER CITY STD. 307 7 EA BECOME CLUTTERED WITH DEBRIS Alm/�1 SILT AS A RESULT OF, � CAUSED -�' 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 4\ 10 COA6TRXT C(M OPENIA6 CATCH BASIN PER CITY STD. 300, WIDTH PER PLAN 7 EA BY, THE CONSTPL CTION PROJECT. HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY �� Q 11 09ASTRXT 36" R.CP. STOW DRAIN PIPE, 0-1350. THICK WALL PIPE 344 LF 5. ACCESS CONTROL ON THE FREEWAY WILL BE MAINTAINED AT ALL TIMES DAMAGE TO EXISTING FACIL I TIES RESULTING DIRECTLY OR INDIRECTLY \ ►� THE FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON B p 1O I ___- AC AID OR BLIGHT EVE BY S.C.E. TO BE CO DVATID 2'` EA LOPER WITH NO CCCEESS TOME WOPK STATE PIGHT-OF-WAY MUST FENCED OFF THESE PLANS. I 24 25 c� 2 28 29 30 N ^ 13 INSTALL STREET NAAE SIGN PER CITY STD. 401-A AAD 401-B 4 EA 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA I ( j � z 6. NO FREEWAY RAMS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED AT PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR --- _� I 23 RE y ]� I�` R 2 1a INSTALL STOP SIGN PER CITY SPECIFICATIOAS AAD STD. 401-8 3 EA ANY TIME UNLESS SPECIFICALLY ALLOWED PER THE ENCROAL'I NT PERMIT 4 AND/OR AS DIRECTED BY THE STATES REPRESENTATIVE. CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR -- �TCPE' -- � �-. 15 INSTALL STOP ANO STOP BAR 3 EA RIGHT-OF-WA Y. --�-� i SEE SHEET AA0. Q I W 16 ADLWT WATER VALVE OR SEhER MAN'ME TO GRADE 5 EA 7. ALL FENCE RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS PROJECT INSIDE THE STATE RIGHT-OF-WAY SHALL BE REPLACED WITH TYPE CL-6 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 13 12 fJ' 22 21 20 19 18 17 15 15 17 CANSTRLC'T CU94 AND GUTTER TRANSITION FROM 4' WIDE TO 2' NIDE 10 LF FENCE AS SHOWN IN THE STATES STANDARD PLANS OR WITH A REINFORCED PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT (n CONCRETE BLOCK WALL IN ACCORDANCE WITH ACCEPTABLE LOCAL AGENCY POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE -- -- - - 18 INSTALL STORM BRAIN AH AV. 1 PER STD. 318 3 EA STANDARDS. THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED I T T YS.C.E. TO CCGWDVATED AND PAID t EA BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. I I 19 RELOCATE STREET LIGHT B S c E BE }- FOR BY ThE DEVELOPER 8. WHERE TYPE CL-6 FENCE DOES NOT EXIST, THE STATE RIGHT-OF-WAY FENCE i f MUST BE UPGRADED TO TYPE CL-5 FENCE, AS SHOWN IN THE STANDARD 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, 1,6 10 I 20 I O RELOCATE WATER DETER BY C.C.WD. ANO PAID FAR BY TrE DEVELOPER t EA PLANS. MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. I y 7 8 9 10 11 12 •13 14 21 REMOVE ANC REPLACE EXISTD\G DRIVEWAY APPROACH PER CITY STD. 101-A 1 EA as ES ori TREf T9. THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT-OF-WAY IS FOR 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, I i ---- 22 CANSTRLCT 24" R.C.P. STORM DRAIN PIPE, D-1350 586 LF ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE DESIGNED BY COMPACTING ORIGINAL GROUND AND ALL SU6-GRADES SHALL BE PERFORMED -� -i W ��'EE Sf'rEET IV►D. 2 A SOILS ENGINEER AFTER NATIVE SOIL TESTING HAS QEEN COMPLETED. A AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH -_ 23 COASTRLCT CUTE COLLAR PER CITY STD. 329 3 EA TRAFFIC INDEX (TI) OF SHALL BE USED IN 7W DESIGN OF THE THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR 6 5 4 3 2 1 24 IASTALL STREET LIGHT 9500 LUMEN BY S.C.E. TO BE C�DVATED TRAVELLED WAY, ANO A TI OF ----- SHALL BE USED FOR THE SHOULDER APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR -T AND PAID FAR BY TI-E DEVELOPER 6 EA DESIGN. THE LABORATORY REPORTS AND THE DESIGN CALCLtATIONS SHALL SURFACING. 23 22 21 -__-- BE SUBMITTED TO THE STATES REPRESENTATIVE FOR APPROVAL PRIOR TO S�.c.F.c.R/w 25 rNsrALL h970D BARaRrcADE PER czrr sTD. 131-A 2'0 LF CONSTRUCTION OF THE STRUCTURAL SECTION. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPT SHALL BE SUBMITTED 26 RELOCATE POWER ROLE BY S.C.E. TO BE COORDINATED ANC PAID FOR 3 EA TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS Y8Y THE DEVELOPER 10. ALL STATE DRAINAGE STRUCTURES/CHANNELS MUST FIRST BE C04PLETELY COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT CLEANED OF DEBRIS AND/OR SILT BY THE COINTRACTOIR PRIOR TO MAKING PA VING. INDEXMAP V C.TD R r\ pr,o Z>e)ej 27 INSTALL RA't/S LARK A STREET TREE PER CITY COAST. ROTES FOR 33 EA Q STREET TREES THE COIV1tiECTION. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE NOT TO SCALE BASIN Ou+ lel+ �}rc4e,+ure 0 O INSTALL ?HIAG/�fNE/V5/5 STREET TREE PER CITY COAST. NOTES EA Q 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR FORSTREETET 7Fn:EES DRAINAGE FACILITY WHICH IS CONVECTED TO OR DIRECTLY AFFECTED BY DETERMINATIONS COMPLETED TO VERIFY.' R-VALUE, SIEVE ANALYSIS ANO R/W 0 O INSTALL"V-4 44U- YAM 4 'AR l0TaR9T'97P�EET TREE �R ClryCc *r 5m EA 10 THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO SAND EQUIVALENT OF AGGREGATE BASE. R/W 60, AOTEs FOR STREET TREES FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE. ADEQUATE CLEAN- 10. PAVING SHALL BE PERFORAAED IN ACCORDANCE WITH R-VALUE AND PAVEMENT36 12 30 REMOVE ANC REPLACE EXISTING PAVEMENT 5940 gr OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONSTRUCTION 22 TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. WITHIN THE STATES RIGHT-OF-WAY FOR FUTURE MAINTENAACE AND REPAIR 3t INSTALL STORM DRAIN MAAHOLE NO. 2 PER STD. 319 1 EA WORK AS NEEDED. THIS WORK SHALL BE FURNIShED AT NO COST TO THE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 0.5'-- 4' 10, 81 e' 4'- 0.51 STA TE. 32 GYINS7Rl(ACT TRANSITION STRaLCTUPE STD. 336 3 EA OF A ROCKY MA TERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING 12. WHERE SURVEY MOhCWNTS EXIST, SUCH AO"ENTS SHALL BE PROTECTED OR ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 33 GnAISTRLCT ENERGY DISSIPATQ4 PER DETAILS SKEET 7 t EA SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OFA i/4" PER S p b $ 1/4" PER 34 CTavSTRLCT SLOPE AAK�`KbR PER DETAILS SKEET 7 3 EA CODE, SECTION 8700 TO 8805 (LAND SURVEYORS ACT). QUALITY BETTER THAN THE NATIVE MATERIAL. p 1.70% FOOT SLOPE 1 �' - F�.� 35 INSTALC� �R�GHYGyI ToN AGEF�IFOL(U5 STREET TF�EE pjZ EA 1. > 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, ASOILS --- ------ --------- - ----------- ------ - P G✓TY CONST. No7E5 FvR STREET TRE6G✓ 13. THE PAVEMENT MUST BE SAW--CVT 2' MINIMUM FROr`I ThE EDGE OF PAVEMENT. THE SAW-CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SEE ShEET 2 FOR STREET TFEE COYNSTRhCTIOIN NOTES HIGHWAY CENTERLINE. { SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 14. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE TYPICAL SECTION - JEREMY COURT AND JORDAN COURT CONFORMANCE WITH THE CURRENT EDITION OF THEE TRAFFIC MANUAL, NOTICE TO CON TRACTOR FURNISHED BY THE STATE CALIFORNIA, DEPARTMENT of CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN NOT TO SCALE TRANSPORTATION AND THE SPECIAL PECIAL PROVISIONS. ALL PAVEMENT MAFd'CINGS DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. T.I.=5, R=71 SHALL BE ThERMOPLASTIC (AVLESS OTHERWISE NOTED ON THE PLANS. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY SOUTH LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS R/W ' R/W THE EXISTENCE AND LOCATIONS OF ALL LAIDERGPOLW UTILITIES (UTILITY PIPES STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE 15. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD INCLUDED IN THE OTHER ITEMS OF WORK. LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE BY THE STATES REPRESENTATIVE. i AlEACER AGENCIES AAO ARE APPROXIMATE. NEITHER THE OWNER NOIR THE ENGINEER 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 29 21 ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE15. ALL CONFLICTING STRIPING AND PAVEMENT MAPKIN S NOT SHOWN ON THE' SHALL BE CONSTRUCTED AT EACH INTERSECTION. �9' 0 36' LOCATION SHOWN. PLANS SHALL BE REMAINED FROM THE PAVEMENT BY SANDBLASTING BY THE 11' 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM THE CONTRACTOR IS REQUIRED TO TAKE D,E PRECAUTIONARY MEASURES To PROTECT CONTRACTOR. RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED 5.5' 10' 6' B' ALL UTR ITIES SHOWN ON THESE PLANS AAV/0R ANY OTHER LA'iIOIERGRaW DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 17. ALL CONFLICTING SIGNS SHALL BE EITHER RE4OVE0 OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 1/4" PER CALL UNDERGROUM7 SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 THE PLANS OR AS DETERMINED IN THE FIELD BY STATES REPRESENTATIVE. S op b o j FOOT SLOPE___ WORKING DAYS PRIOR TO EXCA VA TION. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD t/4" PER r 1.70% FREE ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE 1-70X g' I EXIST GRADE 18. ALL SIGNS ROADSIDE MARKERS, ELECTROLIERS, ETC., SHALL BE FOOT SLOPE PROTECTED AND/OR REPLACED IN-KIND ACCORDING TO THE CURRENT STATE ti CLEANED UPON REQUEST OF THE INSPECTOR. --- ------ --------- - ----------- ---- 21 EXISTING SUP VEY MONUMENTA TION STANDARD PLANS AND THE CLA4�9ENT TRAFFIC MANUAL, AT NO COST TO THE - ------- 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO STATE. EXCAVATION. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY AOV_ANENTS OF RECORD THAT COULD BR DISTURBED BY PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING' TYPICAL SECTION - HIGHLAND AVENUE ,,, IA,,n , DESCRIBED SPROLECT. ALL SAID " o,, ""''I ' ` "L Y EXIST IN THE FIELD ARE SHOWN ON THESE I NOT TO SCALE 1. 314" IRON PIPE LOCATED AT THE INTERSECTION OF S4 KCESTOR�E AND THE WESTERLY R/W LINE OF THE B. GENERAL TELEPHONE 1-800-483-3000 T.I.=6.0, R=70 ETIWANDA STORA! DRAIN C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200vl aE GoN 5T ti�TEs 2"7, q 2. 1" IRON PIPE LOCATED AT THE INTERSECTION OF WHITESTOAE AND THE WESTERLY R/W LINE OF THE �� 1 (7D Gc�N✓T CKs` ��5, R��/. SHTS 2-�0 215 N. EUCLID AVENUE N 6 W S 6 E a, 7- �- 1 ONTARIO, CA 91762 R/W R/W ETIWANDA STORRiN DRAIN �� APPROVED CNti �, DESCRIPTION CF REVISION DATE /� TY 1. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 DATED _ ________ __ ,; OF .9541 SAN BERNAROINb ROAD 12. 36' 12. MA TTHEW E. WEBB, L.S. 5529 RANCHO CUCAMONGA. CA 91730 CI 7/ 0.5' 4' 10' 8' 18' 4 0.5' AND S� G. MARKS CABLEVISION STILET AND STORM DRAIN 10808 FOOTHILL BLVD. 0120 (909) 987-6275 0.i FT. SAW CUT RANCHO CUCAMONGA, CA 91730 H r 30 �' �� '° AC OVERLAY S LINE 114" PER o114" PEP �- IWROVEWNT FLAM FOOT SLOPE � 2 I (2.0% 2' � F-��SLOPE I aravA �'� NO. 5529 --- - ---- ---- -- _-------- ---- - --- sr. svaresra� EXP. 9-30-0 FOR sr. - J -- SIDEWALK NOT REQUIRED I PROJECT � 9'c�� f�'�P AIEss TPACT NO. 15798 BENCH Mi4 30 SAW T PROPOSED 0.30 C/0.35 AB ON EAST SIDE OF MULBERRY SITE y cA�1 Q� l� ~� gym BY �� DATE �-`� SET 2" BRASS DISK IN TOP OF CONC. L INE PER CAL TRANS y �,� F6 PROPOSED CAL TRANS IWROVE7NENTS CITY E7VGITEFA R.C.E. M. 24 3 52 I��T RAILING STAMPED CITY OF RANCHO � �, DESIGN RE CUCAMONGA BM 10068 1987" AT THE VICTORIA ^' A L B E a T A CIVIL D'1K'D*-MS CALL: TaL FRE WESTERLY END OF HIGHLAND AVE. TYPICAL SECTION SAS I EXP. 3-311 � BB 3788 AtCRAY ST. BRIDGE OVER ETIWANDA CREEK, AT �, t3 �, r DgA�y RIVERSIDE CA. 92506 �T 1-800 THE SOUTHWESTERL Y COR. OF BRIDGE. SMOKESTONE STREET AND MULBERRY STREET 'rF cp GLS Ems* ( � bas-10717 it R.C.E. N0. C44762 DRAWING AAO. .� 227-2600 EL EVA TION = 1404.554 NOT TO SCALEm _ no►arra ars aqw rcv vis T.I.=5, R=71 VICINITY MAP tin mALE DA TF- FILE W. 980169PR0 O PACT SHEET IVO. _1_ OF 24 _ 100. VC VJ 82tV VC V C • ro r�pp S `V BEAM I MI'M N b_. 41 V � +-v 8 - + r R TOP• �_ SE 2' BASS DISK IN OF CONIC. RAILING STAMPED 'CITY OF RANCHO �- ---- - � ot� � ' `a �; �•� r- CUCAMUVI;A BM 10068 1987" AT THE' ro �, T=2 52z , ? CL*U RETf.AN _ WESTERL Y END OF HIGI-!LAAID AVE. _. g34' V4 L=42.30' 3; ro ^ - $ BRIDGE OVER ETIWANOA CREEK A T _ __ 6o.1a Pr 60.32 Pr PROPOSED PORTION -- v - - m ? • THE THWES T HVol _ EL EV�T IDN rERL 40 oR BRrDr D O 61.09 PI r 41 P F NORTH 113 8 0 � 2 2 + B" CURB. $ + E �`O wry 0,4 + cq, U __ _ __ _ - S $ 200 + d -1.3 } cn � ,t _ v -0.041 # PROPOSED � * A EXISTING IMPROVEMENTS PtP - _ _ _ _ ; �� ---`'`'--- �' - � _. . r=-2.5z � ._ � _ 8 � _ _ _ . _- g� _ _ ,._ .. - * FINISHED SURFACE . _. _ _ _. __ _ . _ .. _ _ �P`'• � _ '� DRAWING NO. 127E WT. 5" OF 8 AT CL 1vv o� • � � g Y S - --- _ -_ ------____ � __ _ _ __ _ _ . - -_ Q CAL TR N �_ _ _._..�.,._-,__„_._.___ _. 1. -. _ -.... _... ._._.. ._. __.._.-,.. _., _,_......-_. _._..._.,.., _ ._-___._...--.---- _,...,..,_. . _- _._.._._.__..,__ ,-.._..._.._ _...__ . �+.,.._ ----, . __ __.__.._.. . _.. _,_....._. . ...__..__. _.... ..... _.�__.__._. ..._.... _,....._.._ - _.._ ..._ __ .,_._... _ _.. ..---_.,_-_ _... _. __._.. 1365 CL _.__. __�. _ e 1001 µ _--� ---- �� 6 _ uQ. S m + flQ EXISTING GOUND AT - + + . _ w a - _ a g L 4j -- (rop ti ;o U - _ v qi 8 _-- RIB 4.1 m a ro v ro � z , PROPOSED ro a> 100'• VC T OP OF SOUTH. S 8 U .ry 1365 AT ________ _.__-___. ._, ._..:... _. . � m . -__ .,_ ,__._ _. .. ____ .. ._ . ._ __"__ __. __ _._ __ . ._ " , _ _. __ .-_ _. _. _ _. _ _, _ _ ro . g� . T�+�L-M 1365 RT BY CAL TRANS IF7 f= aoTfiNICAL- NAME COMMON NAME SFACfW) SIZE a A (P VEAEINT OKY _ ) ` to ro SMoKE�ToNE �f= f�15T�.CH la GH INEN�IS c fo}9a1. w Y 5T• V N A . Za'o-G- M �F� RN 5 L-�• GE.,A RICAN MAG 159w. _-----------. H16HLAN5) AVE7 Pleg LANOOCAPE P AN , G ZD'o•G. 0 CONTRACTOR TO VERIFY PRIG T FUMY �- PYRUS GALS ERYANA, NGN (�c�cJ. TO BEGINNING CONSTRUCTION 'ARI !'r5OCRAT ' PROFILE SCALES TaFzpA.N CT. P.yFAGH YG H 17 W ACI-!57TFZA L-1 A N HORIZ . 1 =40 c � ru5 . LA �. _ E 1 FOL. F ME �� VERT . I " =4 ' 46 47 48 49 50 51 52 53 54 CONSTRUCTION NOTES FOR STREET TREES 1. ALL STREET TRESS ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLAN AV. 510. o MUL BEAR Y STREET 2. ALL STREET TREES SHALL BE PLANTED ANO STAKED ACG�DINIG TO CITY STANDARD PLANS NDS. 502 ANO 505, AS PROXIMITY TO HARDSCAPE I T Q DICTA TES. 3 � SEE SHEET 3 Q o o O 3. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS a 3 \ \ \ a' 30 ' REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UvCWAL g Z `� ACKFILL SOIL O �, -� O O + a TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE B 1 9 10 ` 11 V O J i 8 18 AMEA49WNTS� AS DETERMINED BY THE CITY INSPECTOR. i v Q t Q) w 12' �J X 14 v m� o N� Ln o} ^ _ 4. ALL STREET TREES ARE SUBJECT TO INSPECTION ANON ACCEPTANCE BY I f �iEs THE ENGINEERING DIVISION. F ETIWANDA STORM . m �� a 3 Q 3 a s �, ti 3 ^ m a ( 3 3 3 $ 5. STREOlvL ET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS r DRAIN ��'✓ p v j r5, f" al 54+07 18 ' 1 54+07.37 �-}' r: E ► , 'T .BcRCONSTRUCTION NOTES BY C l 2- l2 W., BATE✓" �---- X (� -80 =25.46' 5 0.00 8 OC 8 .00' 80.00 ' .35' T 3O CONSTRUCT 8" CURB ANO GUTTER PER CITY STD. 104, A2-8 PER Q• Coo? 'js - ,-- A/�1� FiENI^,lNG7 T� - 12' 60. - C C/TY R6001AC/ (51v i ��' +91•� 76 43' C2 59'74 FL 4O CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 �� ,�- co m so 9 53+55.b9 S KESrONE ST. CT Y. = BERRY ST. CONSTRUCT HANDICAP RAMP PER CITY STD 102 • _ DO 1.=105.13' 65 17 FL,' EX T FL N M } 3 MUL `�' N89 '5$ '10'E 4$2.71 ' _ 7 6B� 7C s10'��" 65.84 . C - - c� - - 60.57 TC 1C� 8 F 6j.59 FL 65FL cp EXIST 8" WATERLINE M I 'ffi 59.9y' fZ ` 8O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101-A - _ - r69Z3 % 8 N9.5 67 75.46 6 'Sg FL ^40 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 - _ - _ 9 46+92. , Y. ' =28.43' 03 10 .00' 1. 103.00' EXISTING IMPROVEMENTS 3/4• IRON PIPE- ur71.44' - 10 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. 300 4 I I 53+33.87 W53 PER DRAWING No. 1278 (b�g4 rc, 8 -- - -- " m ?$ -a i 28 1 SKIT. 5 OF 8 7 i /� /� O r I o f • ` CL L. CATG7I BASIN Slpv 6 POST i2 INSTALL STREET LIGHT 5800 LUMEN BY S.C.E. r0 BE COORDINATED 3 Ft) i r L!..l W-14' V=4.5' f 2 N cD i `n! N I AND PAID FOR BY THE DEVELOPER r+ , Q �` ?T Av 4� 7C J//�1��. "- 13 .(f .�� f`Y�� r�T�7rtrr nrn C try CO►•rJ TAPTT'GS'_•r"C11'r . 3 1 '� - - --. 1 v3 � 3' u� 3 T �- \ a' r I 01 u� 3 O +w rFREE T 5'�ttt-f?MFREE X o b i Q ti O b - co INSTALL PlhTACi4lA GWjAtFN�Jlh STREET TREE PER CITY CONST. NOTES I" 7 J\JC) J!.J:J' PDQ FENCE gj' O FOR sTREE T TREES _r 1 _ _ J T�rJ ,- x BY CAL TRdNS'1 + W.. . _1 M.B. 21B/t0-l4 "" ,. ,_.. f PROPOSED Zv*O*-*wTSALif 1= v s BY CAL TRAM' I - V (PAVEMENT Q41;.Y) ' 11 V'•'�".Y-,.N -, y._,,• ,,... • � _. , ., -^--•_,__- . v . . .' r T' -'r' s!""Y a/'r.,v .y �J I!v!✓' ! . .,...w... „,y, f,,._r .,>. ,.wti,., 4r.r v ,,.} r"i' :}m-td`s.,,s " .,. ....----•-. .. w T 5 _ 11!37 101.00 c 103.00 �, �vtF✓e- 5-r TFZg AIVo cor.3sT a " (5A E _a._ 103.00 101.00' 1F{.2.57' fr' r' i ZL O PG f1 � V 40©� .ti ..^....r...:,,.,,_ .,.,....., .. r. .,-... ..., ,•,,,.... n, _!41,.1.„.r^.,., .nd.;•*..f., .,.it..!`*." _ ,_ .a ,...'S,,.M,,,r*..a., , Tv i � _ , n �� CITY R6Q01AeMEt�lry o + q .�:� '� �J.U•C•1 .n • �/1 - � 9 � DESCRIPTION OF REVISION DATE CITY J U � �V W �4 � APPROVED TONE S TPEE T f CITY ' R4 CLCAI SGA DATA �q cwti � � CtFVE D&TA RADIW L MTH TANS8VT INDICATES REMOVE EXIST of CAL �- PLAN AND PROFILE C1 89 *4535'" 27-00 ' 42.30 ' 26.89 ' CURB. GUTTER AND PA VEMENT - C2 10 ,0220" 618.00 ' 108.28 ' 54.28 ' SMOKES TONE STREET C3 10 '02 20" 582.00 '1 101.97'1 51.12'1 STA.46+92.39 to STA. 53+55.69 v 9%OFESS/ TRACT NO. 15798 , SPECIAL &UTE.- THE BACKBONE IMPROVEMENTS ACTED ON THIS SHEET UAGLUDIAG ASPHALT PAVEMENT) A. �• �� APPROVED BY 1 �,,�� ' �' DA TE ARE PfROPOSED TO BE CONSTRUCTED BY CAL TRANS UNDER SEPARATE CONTRACT. C* � ' cm sc � .f.- CCGlI L a.cF. 4 AL TERA TIONS INCL(ACING BUT NOT L IMI TED TO R�EW VAL Gly PA VEA ENT, MAY BE REIXJlRED a � � � RECOWPW WfFaU110 S�WEE ALERT AS DIRECTED BY TI-E CITY INSPECTOR. -53 c y NO. 044762 a�slcN A L B E R T A CIVE EpyGI� CALL: TGL�L. �E GRAPHIC SCALE 1 " =40 ' �,�* 3-31-02 3788 . 3788 AkCRAY ST. 1_g� -- - ---------- �rE DRAWN r (9091 6815-1070 -�_ a�-� RIVE CA. S OF CAL\FBF ' OA 227-2600 40 20 0 40 ao 120 0-ECKED NO, C44762 DRAWING M7. ?W MYWdW ars 89W W 0ZvATE. 7/16/1999 FILE AD. 980169,PR0 _ - J703 PROJECT SHcET' No- a_of _26 i _ _ r 07 � 6F 2W r � eEn�y Mme• OF10 _ SET 2" BRASS DISK IN T19P OF MAC-RAILING STAMPED "CITY OF RAAO-C �� `� � w - C(ICAMDNGA BM 10068 1987" A T TW - -1-V OF- ►. , ^ V.C. POlRT +�m BRIDGE OVER ETIWANDA GREEK A T THE SOUTHWESTERLY COR. OF BRIDGE. A TIDTI - 1404.5$4 m PROPOSED TDP OF 8 _ K - � FLEV o • WEST eN CUSO 1380 L T _ P.I. = 6 .90 8„ ,PROPOSED TOP OF Q _ . I TIC WEST 8 CURB- g� 11/DEN AL o i _ - - - g + 00 x V.C. * P. - BDA _ 1. lry P I 78 lolli e _. _ r-- ------ -- -- . 51+67.55 14:2 4Y ST.= ,-- 00 J 57+47.37` ACL�Y ST. _ --- $ � � ROAN GYX,FtT �p N INDENTICAL ,ter -- PRDPl. FI ISffEg -a° ��,. SURFAl � A T C _ _ IsT,� _ . . _._. . _ ___ �' r A T C� -- � o , K CAL MMS --_� _ -- - _ �k _ .t00� v.c , 8 .--- P.I. 711.9 EXISTI� GROUA�}- �4 T G--�- • pp , '1� �O r• � U __ _._._._ ... ._ ._ a ._. . .._ .._ - SLS lO ►�O OLD >._ _. _ .-. .. _.._ _ _. .. .. ._. _ _ __ .. .. ... _ _ U ,.. ... +: 8 0 i- + U ' p _.-.......... _ .. �_ D TOP OF 1,380 A T 30 EAST .___.__........ 1360 CL_�. .._____ ____. -_ _ �..____._. . __. .._ ___ .__._____ �. � - R.L^- EAST 8 -CUP- -' a res fr,,,�; __ _ _ - _w V.C., - _ _. _ _ "PRUPOSED TOP L-d42.4i P.I. = W.a9 ., _ PI='0.50 $m EAST 8 CURE ti 50' V.c. d/ d/4 d/ did ---_._ _._._ .__ _ ._ ._-__ _ _ INOhEINTIC,4L P.I. - 6124 g r �n u ' TF ... � ._ .. ..... .._. . _.... ___ ... �- PROFILE SCALES TO BEGIMI CONS EXISTING G POUND , r. NGC _ - HORIZ . 1 " =40 AT 30 ' EAST 033 x TAlwt 42 VERT . I ' =4 .3 0 P 53 54 55 55 57 58 59 60 61 62 53 54 55 SMOKES TONE S TREE T JEPEM Y COUP T JORDA N COUP T HIGHL AND AVENUE SEE SHEET 2 SEE SHEET 4 SEE SHEET 5 SEE SHEET 5 .4 _ ; f f 75 00 ' �r 185.18' M r' '' 155.00 ' _ 170.46' r i d; o 30 � � ,50� 37 A B 15 30 g 45 _ 14 ,� �� 18' 18 31 �� 0 18' � S ^ .ti C7 + W m o N ar, `° �° 8 �o + �° �'� \ "' f O C�3 QUI V 11 f J/ ` I.� .� y 9"'i y..,. 4 i• 8 •+ d .. W! F ', - _ - e' I r x+'.11.trio ,,,. ry�Y 1 '/ 53+10. 7 5+4 82.10 r�_; TYP 9+55 9+55 �'T'frP 9+55 f 9+55 . .,._rte+� .57 VV`� p s `J�' BCR T�' �. 2 � L1 i ECR .'` �. ..� i / CR `TYP. 1 v' '� 170.18' 2 2 ri I i 155.1 140. 2 S 6Q:6�.' 1 148.39" T. GTPEET81.37TC OD ( 8427TC s 74 TC ° s° 6B.ie 1 <, ° 70.73TC 420.18 ° IMPROVEML�NTS 420.18' 7Y.35 s° �'I.7A2 234 27' e3• L 1 60.07 385.0(1' N06 '12 35'F 1039.45' 67.51FL 7G�o Z �•�`L 1019, 4" SMD YELL '12'35"E 200' E 4" SOLID OW w PROPOSED S.D. N00 '12 35 L� 1039.45' M ' w MST. 8" WA MCI F M w SAW CUT L 'T�w 6021 FL ':; r '� S �, _ (' yy y�� tis. 53+55.69 SMOKESTONLff ST. ` $ ,f' '� ^ �'` +00 Id C = 53+62.37 MJ S __ T' 54+00. 9 g r '` O g �, : f ` $ S 61+67.. x. ,.. RY" ST. Ir +� ECR . ; . 'r c+� ___._ . 3 �-. .., 3 f 3 x t'°' - -�. •._, .t 3�[ 3 .,, .._ (O .r Z TALL hL�( 6 • '> ;. ,� •.a W _. ° o.._.... _� tt �d to Tim o _..:: �, .:t'p �j 6 M5(15) SIGN \ r� W i a ►. 3 �,, 3 ;� �; 10t 00 JEREMY . p 3 ;, �k --- h o Ano POST O Q = I t �, \ , \ ,• -_ 5 +47.37 MULBER Y T. , O p � `� 1-90 '.f Lu °` a, v v v v O + cn o CONSTRUCTION NOTES , ' �,�►� 5T T�E� ANo c+�g O CONSTRUCT 8" CL)RY AND GUTTER PER CITY STD. 104, A2-8 � GvNS'T"Fin . SPECIAL AC)TEBEPP Y S TPEE T DESQRIPTIGIN OF REVISION DATE CITY 4O CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 � Cryo �r APPROVED THE EXISTING OVEFi -EAD UTILITIES (TELECAMIM�INICATIONS AND ELECTRICAL, EXCEPT FOR ThE 66 KV ELECTRICAL) AL G 07 CONSTRUCT HAAVICAP RAMP PER CITY STD. 102 � OF .CAL' TW ENTIRE FRONTAGE OF M.L8Ef94Y STREET (EASTERLY DATA . PORTION OF ThE TENTATIVE TRACT) SHALL BE U'�R- O CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101-A C� GAOIA'CED FROM TW FIRST POLE OFF-SITE, PRIOR TO 9O CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 �� LEL TA RAD 7.0 LE42. l G�►-,� '05 22' TANGENT PUl'�L IC IhAWOVEMENT ACCEPTANC.L� OR OCCl�°ANCY, C1 B9 '45 35"' 27.00 ' 42.30 ' N45 '05 22" 26.89 ' .�._ PLAN AND PROFIL E C2 90 ,00,00" 27.00 ' 42.41 ' N44 '47 25" 27.00 ' WHICL EVER OCCLAW FIRST. ALL SERVICE 0705SD GS 10 CONSTRUCT CU9R8 OPENING CATCH BASIN PER CITY STD. 300 C3 84 *50 '46'* 27.00 . 39.98 ' N42 '1246"W 24.67' MULBERRY SIHEET SHALL 8E UVE D AT ThE SAME TIAL'. 12 INSTALL STREET LIGHT 5800 LUMEN BY S.C.E. TO BE COORDINATED AIC PAID FOR BY THE DEVELOPER STA. 53+62.37 TO STA. 64+01.82 13 INSTALL STREET NAME SIGN PER CITY STD. 401-A AICD 401-8 O Q 0ESS/ TRACT NO. 15798 14 INSTALL STOP SIGN PER CITY SPECIFICATIONS AA49 STD. 401-B t„ ��' API�VED BY � DATE Cm ENGDEEER _ZX2 '� �G! R.C.E. 'XV. P41drE3 15 INSTALL STOP AND STOP BAR SPECIAL ACTE.' ThE BAC<"E IWVVEMENTS ACTED ON THIS SKEET (IAGLUOING ASPHALT PAVEAENT) W � DESIGN � / T 25 INSTALL WOOD BARRICADE PER CITY STD. 131-A ARE PROPOSED TO BE CONSTRUCTED BY CAL TRANS (JI'�DER SEPARATE CONTRACT. Ems: c�3a2 A ALBERT A CIVIL p�, CALL: l aL F� GRAPHIC SCALE I "=40 ' O AL TERA TIO► INCL(A7ING BUT M'�T LIMITED TO REMnVAL OF PA VEA NT, MAY BE REQUIRED ` _ _B Rl�ME CCA Y Sir 1-800 27 INSTALL RHUS LANCEA STREET TREE PER CITY CONST. NOTES FOR AS DIRECTED BY THE CITY INSPECTOR. �'rF Q � ORAS ' ` (9iD9) 686-1070 06 SET STREET TREES ¢ CAL\F �' _TW � OF_7 40 20 0 40 80 120 227--2600 0-Ep(Ep E. M7. C44762 G14AwIn�G NO. J DAYSs M AOADA r�: ,1 FILE ,V. 980169./!40 1703 PRoJEGT SHEET- No. of 95 GS G YL L=1392@.'. . ,. _._- 5753' POR IW V /6 AIV A A16 4/6 4/6 FCA ; 100 veL-42.41' 3P' C 7TJ6 PI ° �? Q 70.53 PI 6'9.81 4 4 4 d - - - - / 0 > �d L P Off" l� H -1 , a U > 8 i e_ � 8 ( V/ L � U EQhMAF8 w 0 5E 2" BRASS DISK IN TOP OF CONC. an-a 8 IND h PAIL.IMi STAMPED 'CITY OF RAND 5diD x v, � � ,� � (, 4AA BM 1998 1,987" AT �h� ro �Y , Y EN OF HIGHLAIC A '`b WESTERLY D W. 1370-- � �.�...._�___.____�___�____._.___ _.��._ _____.,._ � ____._____ __ _ __ ___ . _ __ Y _ - _. __ __ _ � .� _ _�._ _ _ � _� 13 _ _ 0 _ 8k, T-2.122 r soUTHsTEr Y CAR ()F RIDGE - ti r=I.ed 8 � 77-0.83% rAn� 9+38 CSL C.B. r ELEVATION 4444. 54 4 L 1 tx - - o 1.56 it x JV Pi FINISHED SURFACE AT CL o } Q. -- l r 2.12x a .� chi _._... _,. __ �. ---.�_ -.._ ._ y co _- _ ...-- - - _ _ _ -._ _. ----- 44 _ 40• VC -050 x -- _-__ _ mtn _ _ 76.35 Pr { 57.53' L-29.32' `J•74 U POA. 100 2.0% i Q1 X TING. OUN A-T ` � E IS GG D C , W , a v + g r. � .9 ro Q 41 R ro TOP OF SOUTH A. 1 (n 1 M t } V CLI IV , � � r �.12s _-_-- �/. 13 Tom• 17 g F. PT re �u INC) i. g � Lo �U PROFILE SCALES 50' VC /4d/ A/ a/ HORIZ . I " =40 ' _ . - -- - - _. - _ -. _._ P - .._.-- - ------------- __ _---__ _._._.__.- _ _._ ._. _..- - ..__._ _ --- _..- - - -- - _..__ - - - - ---- --- _.._._ _._-,_ ..._....._ _ _ _ 7Q 17 Pr- ---- 1 " =4 ' L .4i' � fETt�f 4 5 6 7 8 9 w.% PI 10 T o CONSTRUCTION NOTES -4 T '3 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 104, A2-8 V TT T \ T4 CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 4 lt7 coo - v p J 9 p 30 `_ {` EX r F_H_ t O7 CONSTRUCT HANDICAP RAW PER CITY STD. 102 a 3 24 25 -4 27 28 1 J _ W v v v v v "� wv-v 8 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 101-A W vl 9 CONSTRUCT LOCAL DEPRESSION PER CITY STD. 307 � co � � O i ti 23 ca w v o ca co i�a iI 4 - j, + �' + j�' �' CONS TR(�CT CURB OPENING CATCH BASIN PER CITY STD. 300 O� L�28s�� TMP 7+92.3 '' 12 INSTALL STREET LIGHT 5800 L(A►IEN BY S.C.E. TO BE COORDINATED �'o �9/ �1 C=�•18' � 5 .6 A 0.00" - 80.00" � 0.00 '' 80).0()' I 0.02 218cp2 AND PAID FOR BY TME DEVELOPER INSTALL STREET NAME SIGN PER CITY STD. 401-A AAV 401-8 v2 ---�'i--• 10+00 JEREMY CT. 74.91 FL 74.47 TC 73.90 TC 0 69.94TC 57+47.37 MULBERRY ST. 14 INSTALL STOP SIGN PER CITY SPECIFICATIONS AN'J STD. 401-B ti 73 FL 7 . 3 FL m ,. N89 .47 25'W 589.02' a - 9 69+27 FL } _ _ INSTALL STOP AND STOP BAR 73.90 TC 69.! 74.47 TC 7323 FL 68.87FL ' t c� ,73.80 FL r 75.59 TC C _-- ` 74.91 FLS - A,� .6 80. 80.00 80. 00 1 70.02 1 7+02.3"1 06 1�5g �''� INSTALL P"(P-, �e✓ CAL-L��YANA ARI pGP�AT gTZET E R CITY Gc�P15T. Q �p i 1 56+87 87 ' TRE PE ` to NOTES FOR STREET TREES ^ ^ K + CATCH BASIN 3 h-7 V-4 5 _ to W �I mi --- �; , i �►: , .x� 22�� - 20 19 18 17 15 , Z + 1 0 0 0 \ m 21 -i o -! o -4 S 0 3 e �.�'" O o I 3 0 ,',L4✓ � .xp.� MULBERRY S TREE T ITY �q CN♦1. � DESCRIPTION f�EVISION DATE APPROVED JEPEMY COUPT SEE SHEET 3 OF DATA CITY QF' RMCM C�C�CAMIANGA LBZIV W La TA RADAZ LEWTH � BEARIAG MAGENT PLAN AND PROFILE C1 90 *00 ,00• 27.00 ' 42.41 " N45 '1235" 27.00 ' C 15 '16 27" 110.00 ' 29.32 ' S82 "17 25" 14.75' JEPEMY COUP T C3 210 *00'00" 38.00 ' 139.28 ' SOO '12 35" C4 15 00.00" 112.00 '1 29.32 ' S82 '42 35" 14.74 '1 STA. 4+19.918 TO STA. 10+00 L11 57.53 '1 N74 '47 25" L 57.53'1 N75 '12 36" v Q�Ess,� TRACT NO. 15798 A/�VED BY /' DA TE cm En�1r�ER ' / R.c.E. neo. 4 LA IID SWIff ALERT � �: Cr4436� � �� -- A L q E A ? A CNIZ E1VGD�E� � &C TLU � GRAPHIC SCALE 1 "=40 ' ,5, q'A�- r DRAW s _ . - -- *RS M CA. ST. SI'•EET l 800 �`` RIv�RsraE CA. 92506 F Ts (909) 685-1070 40 20 0 40 80 120 227-2600 - 4 OF-�- �J O-ECKED R.C.E. M0. C44762 MANIAC M7. w Nowm ars BOW "i vns E.' _%i 8/1999 FILE hC. 9rB0169_PRO 1703 rmcoeGT SHEET No. *-- !- CLFV FE•TLAM L-31.42' L-42.41' _. A16 A16 . 4 PrBEACH MAW.' 50' VC 30' VC 81.47 PI 80.52 PI _. I.- , 4 d/4d/4 d/ SET 2" B�lASS � IN TDp � CL�vC + 0 OF NORTH RAILING STAMPED 'CITY OF RANCHO it U T P NOR g g CUcAMaN>,A BM 10068 1987" AT Tr>� gig 8 " CURB _ WESTERLY EAUOF HIGHLAIvCC) AVE. v g rn BRIDGE OVER ETIWANDA CREEK, A T RB S g +.. 011 �? THE SOUTHWESTERL Y COR. OF BRIDGE. -6 500 z ,$ EL EVA TION = 1404.554. , � X380- L �- 3 L T------- 1.0% T--2.38x eos' 4 . 24` 1� 5 OF 9+38 C� C e. 3s-f-Z FINISHED SURFACE' AT CL • !t 0x1 .�. . M.66 - � FL 50' vcg ~ 40 VC 16.41' 6.14' + . ._ . -._. - _ - B P PI 3 GAS.54 Gfs + m g oo L� V-3.0 fpo FINISHElJ .SURFACE AT GZ - � city awe. iP� �.. a °° SLEET 4 GIF 4) U y. -- ---------- PLACE ' --- TEST fb _ --- 89 t FC _ tri __._.,_ _ _-- _-- __._________ _ __________ __..___.__._ _._ __________�_.___-_---- ___.___ _.__.__ _.___._._.__ _._ . _ __ .- . .. ... _ ____ _ - 1380 CL 13 aL..__r _ 1390 C>� 1380 C� _ _ __.._ �_____,___---- .______�___.._� _.__ ._ L-131.32 P , - 9 C70 Nle T L 2 d16 Alb T-4 85x EXISTING- U A C ox 43. VC _.. CLf,E fTU9'V L�2.41' _- - • - L 10 .93' L17.10' ;. - . .. ' _._..._. _..__.__..__._._..._..._..._-_ ......,..._._....-_. .... .._ ._. -_ _.-._. .... .-... - -_... ._.. __. ._._._... .. _.._ .. 1. ... ... ... . .. .... .._.-. _._ ...__ ___ ..._ A __.. .._ ... .._ ... ......_.. .._..._... y-_._. -. _.. ...... ...-... _. .-._........- _-. _..... _._.. ..... ....._._..-- ._.- ... __.. _,.._.._._ .__.-......... .. _. .._ ..- - - - - VO 80,Q0 PI L 1?,.10 .- _ _. _ .. 2 �a _ .--. _.. _. ___ _. .. _. 81.32' PI _..... __...._ _ ._...__ __._. s ._ _. � o TOP OF SOU _ d14 a/4 e/4 d/4 O C.UP 51.47' VC - QI Q t-6:94X 1.Ox m 1380 RT _ _ 1380 RT 1390 RTw _ 1390 PT-., -.- TOP T. _ TOP OF 8" CURB 1" i * CONTRACTOR TO VERIFY PRIOR PROFILE SCALES O �GII IfvG C4NSTR1/rlaw PROFILE SCALES HORIZ . I " =40 ' HORIZ . 1 " =20 ' VERT . 1 " =4 ' HORIZ . 1 " =4 ' 4 5 6 7 8 9 10 3 _ +50 - 4 +50 ° �••f O y I D i �+� GPADIr AS NECESSARY TO D4211N 41 4 �; 43 45 ter meter O Water 44 ' 5 O g EXIST. IMPROVE MaN , N Vb,y N PER DWG. NO. 1278 C1 EXISr. 18" RCP 1 39 /'qJ eA it + �, }+} r� I + t SHT. 5 OF 5 1 ABAAIbON IN PLACE a � ,..,, -39• 3 ; 3.. v 3 r v m 3 t�a �flts ( PLL1 ' EACH ENt3 3 cA I �•-to INSTALL N--5 SIGN 6 POST rill TC W (90.06TC) , + / 1 IRON PIPE 1 \ 7>• 62 12. 5 3 .351FL) U �� 3 9.8 CL _ BCR 2 Y LS '83 84TC _ N89 53'40"W 259.83' CL CA TCH BASIN STD. 300 I 1 99.81 ' 10000, 90.00' 2, -L^ _'` �-" .. ., '�: �, °••.- ....: _ . ... <� �� TCI � A ' LOCAL DEPRESSION CASE B 96.55 - y xti 4� (9�D / TC �3 30TH - _ 1 -,- 80.67TC r a3.14Tc r �__ 189.35�U / 89.2 ,- EXIST. 24" RCP PER ^. s 82s3FL 82.47FL N89 47 25"W 579.77' OAF _ _ - - SHT. 4OF4 + `-+ . n 1 Y _. ._ f...- � 83.87Tc 19 ' e0.68rc Pl \ 8320FL _ 80.o1FL $ 10+00 JORDAN CT. r / (S=0.01) - - 51+67.55 MULBERRY ST. Q 1 Wter meter Fire hyahant 2 Ie riser 80.OQ I j 0.00' 1 00. 80100 ' 80. 0.02' �� F-f1�� To Remain � � water meter {Wect in Place 61 22.55 �, ., Relocate .. ti 5 i I t + R M5'3 SIGN 6 POST Elec Af/ Q� . 42 �0 _....., I I TYP. EC . AT Eft STA. 1+55t To Remain t`�i Light st0 N Z T`(P. 3 + + T YP. _.. Q I ., Qi Q CATCH BASIN 96 �D J • ., tp I -, 61+08.05 13 . ( Elec PB 1 a� y II Ln i 11 lJJ i q i Rl -_ 3 3 I p ' a p y I Relocate 'Zoo a, 1 G� 38 + l IM�7 V-5.74 ,_ To f,emain -. + + Q3 ��!� -10 ] SAW CUT AND JOIN V' � et p z EXIST. DRIVEWAY 35 a 37 35 - 34 33 3 _ 32 ° N 6 �- 313 . : IHI TESTONE 1.A CE �� N i ° v NOTA _ CaNTAc'7" ?t�vPEf{TY owNeK REDUCED RADIUS TURN AR 00 ON d " 8' 1 AND �'T"AIN PEP MW�JON PR1oR To PLAN VIEW SCALE 1=20 ' N �8 CONS RUCTION NOT S STQRT C� CoNSTF�UGTlo1�J _ O3 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 104, A2-8 MUL BERR Y S TREE T RNID CpNgT NOTES ct� �- (3'�� SEE SHEET 3 DA TA FOR WHITESTOW PLACE CITY 4O CONSTRUCT 4' WIDE SIDEWALK PER CITY STD. 103 DESMIPTION OF REVISIG'N DATE APPROVED O7 CONSTRUCT HANDICAP RAW PER CITY STD. 102JOPDA N COUP T C(RYE GEL TA RADRS LEWTH TA/WENT C1 27 '50 '50*' 35.00 17.01 8.68 DATA FOR LEAN COURT 8O CONSTRLCT DRIVEWAY APPROACH PER CITY STD. 101-A C2 235 54 21 " 25.00 '1 102.93 ' C.UY OF R4ACW M IAMMA LDYE/[ZRVE EEL TA RADIOS L MTH QtiGW BEARIs•16 TAAGWr O CONSTPLC'T LOCAL DEPRESSION PER CITY STD. 307 V L+v C1 90 ,00 ,00" 27.00 ' 42.41 ' N45 *12'35"E_ 27.00 Cl? 18100 ,00" 100.00 ' 31.42' S80 47 24" 15.84 ' 10 CONSTRUCT CUR8 OPENING CATCH BASIN PER CITY STD. 300 G O N TRU CT 1 O N N o T E 5 c v N T. PLAN AND PPOFILE L1 107.58 ' S71 '4725" O Al It�T" L_L_ P�F�GHYGH1ToN AcaFz,IFo�-)us ST}ZF� , /Q ® A T INDICATES REMOVE EXIST. SIDEWALK, �� COURT �IMST� �A� C3 198 00 00"1 36.00 '1 131.32'1 S09 '12 35' 12 INSTALL STREET LIGHT 5800 LUMEN BY S.C.E. TO BE COORDINATED "rf�EE PEflR CITY GoNST NcrT-�5 Foto STREET F7= CURB, GUTTER ,. AVEMENT AND C4 90 00 '00" 27.00 '1 42.41 ] N44 -47 25" 27.00 ' AND PAID FOR BY ThE DEVELOPER TF��E�✓- CATCH BASIN STA. 4+210.23 TO STA. 10+00 STA. 3+41.75 TO STA. 3+69.81 13 INSTALL STREET NAME SIGN PER CITY STD. 401-A AND 401-8 ' QRpFEssi TRACT NO. 15798 14 INSTALL STOP SIGN PER CITY SPECIFICATIONS AND STD. 401-8 �`� w L� APPl VLD BY I '+ , .1 DATE ` 15 INSTALL STOP AND STOP BAR v ti �~ Z� CITY EWBEER ® ✓l�L '"� L ��CC� R.0 . M0. A w in -+ ,,, DESIGN tACEFOUM SSRVRE ALERT `.�'�. � N0. C44762 �' A -'- �' E R T A CIVIL E7�GD�EFRS D(P. 3-31-02 3788 MtYA Y ST. -i„f-TT-F TS- 5� �1V11 /COY RIVERSILE CA. 92�. 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W - .. 45 __� O/ - w • �� 3� , 3�, MULBERMY STREET SEE SHEET 3 `� 2 Z, 8' ' SEM N>�� APS 1 �� r�•a0 QES(,AIPTION Gly REVISMN DATE c1fY APPROVED --r CONSTRUCTION NOTES " �� \ SPECIAL /VOTE.' 3/.fiQZ CITY OF R�4� A 2 CONSTRUCT 0.33' A.C. OVER 0.33' CR(/Sy-rED AGGFEGAIF BASE E x f 5T. Cap%c>u N 0 (EXACT SECTION TO BE DETEWIAED BY THE SOILS EAGIAEER) ThE EXISTING OVER-LEAD UTILITIES (TELEGiGYM'�R�I'VICA TIONS ST rte_ 6 0 4 'TYPE L- f/ \.� AM ELECTRICAL, EXCEPT FOIR TI-E 65 KV ELECTRICAL) AL 01% PLAN AND PROFIL E RETAINING W<1��, 3 CONSTRUCT B" CURB AND GUTTER PER CITY STD. 104, A2-8 r� O ThE ENTIRE FRONTAGE OF HIGI-LAND A VENLE (NORTHERLY gEE PROFILE PORTION OF ThE TENTATIVE TRACT) SHALL BE IJlN�ER- "O'�''E HIGHLAND AVENUE .� SGT ION AT rJTA • 'L7 t 20 O L�TRLCT 30" R.C.P. STO�r DRAIN PIPE D-1350 GROU'V ED FROM TI-E FIRST POLE OFF--SITE, PRIOR TO ✓ N D SGA L-C_ O CONSTRUCT 6' WIDE SIDEWALK PER CITY STD. 106-A PL LIC IW POVEAENT ACCEPTAAC.E OR OCCLIFANCY, STA. 25+77.74 TO STA. 35+85.99 WHIaEVER OG S FIRST. ALL SERVILE 0 OSSIMGS 12 INSTALL STREET LIGHT 5800 LU1bEN BY S.C.E. TO eE COORDINATED SHALL 8E UNDE AT THE' SAMA TIME. Q�Ess, TRACT N0. 15798 AAD PAID FAR BY THE DEVELOPER . / ,,, 4; � W L� c^ APPROVED BY / / ' .�/,, . , � '/ / DATE � /- 13 INSTALL STREET NAA SIGN PER CITY STD. 401-A A1�7 401 y 0 �� Z� CITY E11KiD�EER �-�_�ti ` �_ L C�(.1/I // .Y/,✓ R.C.E. . 24953 /IM �T 24 INSTALL STREET LIGHT 9500 LUWN BY S.C.E. TO BE COORDINATED a r" DESIGN 7=� AAD PAID FOR BY n-E DEVELOPER NO. 044762 x A L B E R T A CIVIL ENGD F� ��.; TaL F� G R A P H I SCALE I "=40 ' INDICA TES REMOVE EXIST EXP. 3-31-02 3788 AkGRA Y ST. 25 INSTALL WOOD BARI9ICADE PER CITY STD. 131-A CURB. GUTTER AID PAVEAENT �' cavL` V. DRAW _-�-a' T _ AIVFRSI . 92506 SHEET 1 800 r 0 4�0 20 0 40 80 120 rfOF CALNf � : ,"" ll,' ° - s 1 -1070 -_ a---7-,227-2600 CFECICED .CF. AAO. 044762 GIRAw1AaG Nt7. W M7fW ars 89W =DS - 10 Ll TE 7/ -` :X99 FRE M7. 980169.PRV 17D3 . PK0JEGT SHEET No• _(Q_caF 2� i w t . s p GENERAL NOTES r 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION, INCLUDING ITS ANNUAL 1 SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND # SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWERE E SHEET NSEE SHEET NO . 3 POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT `-J SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT STATE HIGHWAY 30 AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. HIGHLAND AVENUE 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 RESULTING DIRECTLY OR INDIRECTLY TR_A- C-r FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 1- l r rr��\C-T -J 79, 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 4 ! � �{ PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR � t RIGHT-OF-WAY. W d JORDAN 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT U) ; 71 --•. �----..--- .-.-.-- - 7.-.._-.._.._ _._,_... _.,..__� POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED LLI " Ln !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, INDEX MAP COMPACTING 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. CONSTRUCTION NOTES AND QUANTITIES B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED i TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS O CONSTRUCT 0.33' A.C. OVER 0.33' CRUSHED AGGREGATE BASE 14BOO SF COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT (EXACT SECTION TO BE DETERMINED BY THE SOILS ENGINEER) PAVING. 2 CONSTRUCT 8" CURS AND GUTTER PER CITY STD. 104. A2-8 1990 LF 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE 3 CONSTRUCT VARIABLE HEIGHT RETAINING WALL WITH 6 FT. CHAIN 375 LF SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR LINK FENCE ON TOP (STRUCTURAL DETAILS SHOWN ON SHEET 4) DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND 4 CONSTRUCT 5 FT. WIDE SIDEWALK PER CITY STD. 103 1650 SF STATE SAND EQUIVALENT OF AGGREGATE BASE. R/w VARIES 66' TO 68' R w 5 CONSTRUCT CURB RAMP PER CALTRANS STD. AM CASE C i EA 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 6 CONSTRUCT HANDICAP RAMP PER CITY STD. 102 (MODIFIED AS NOTED) 2 EA 33' VARIES 33' TO 35' 7 INSTALL PEDESTRIAN BARRICADE PER CAL TRANS STD. ES-05F, 3 EA VARIES 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS TYPE II (10 FT LENGTH) 15' 40' 11' TO 13' OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR O CONSTRUCT HANDICAP RAMP PER DETAIL SHOWN HEREON i EA 18' 22' DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A (XJALITY BETTER THAN THE NATIVE MATERIAL. 6' 8 � � b 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS F00T 1/4" PER SLOPE0 4 _170% -1.35X $ 1/4" PER STER ILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 1 F00 SLOPE SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE -- ------ ----------- - -------- ------ --- FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 4 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE NOTICE T CONTRACTOR 3 CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY — NO SERVICE TYPICAL SECTION - HIGHLAND AVENUE ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE STA. 10+00 TO STA. 14+25 LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER NOT TO SCALE INCLUDED IN THE OTHER ITEMS OF WORK. ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. 14. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM SOUTHERN CALIFORNIA GAS COMPANY RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED SOUTHERN CALIFORNIA EDISON COMPANY DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS CUCAMONGA COUNTY WATER DISTRICT SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. VERIZON TELEPHONE COMPANY STATE 15. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT R/W VARIES 66' TO 68' R W FREE ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND CLEANED UPON REQUEST OF THE INSPECTOR. UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 33' VARIES 33' TO 35' 16. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 VARIES EXCAVATION. WORKING DAYS PRIOR TO EXCAVATION. 15' 40' 11' TO 13' PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 18' 22' 3' B. VERIZON TELEPHONE 1-800-483-3000 SAW CUT b EX. STREET C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 FOOT" ER 8 ° _170% IMPROVEMENTS 216 N. EUCLID AVENUE ONTARIO, CA 91762 --- -- -- ------�- - D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 3 N0. DESCRIPTION OF REVISION DATE APPROVED 9641 SAN BERNARDINO ROAD FUTURE HIGHWAY 30 RANCHO CUCAMONGA, CA 91730TYPICAL SECTION - HIGHLAND AVENUE G. MARKS CABLEVISION HIGHlMO AVE. STA. 14+25 TO STA. 25+77.74 CITY OF RANCHO CUCAMONGA �,n 10808 FOOTHILL BLVD. #120 (909) 987-6275 SMOKESTOPE ., � NOT TO SCALE RANCHO CUCAMONGA. CA 91730 CATALPA ST. > PROJECT ? STREET IMPROVEMENT N SITE �1° PLANS it VICTORIA STFUT FOR Er TRACT N0 . 15798 APPROVED 8Y DATE r , CITY ENGINEER R.C.E. NO. 24953 � � Sswu AT DESIGN A L B E R T A. RECOMMENDED U43BASE LnNE ROAD CIVIL ENGINEERS _ CALL: TOLL FREE XP. C3953 0 _WEB _ XP. 12-31-0 3788 McCRAY ST. 1_ U)�� CIvr- tir DRAWN A S S O C I A T E S RIVERSIDE CA. 92506 SHEE _ VICINITY MAP No SCALE a, �i� 1 (909) ses-io7o �_ aF �_ BNGINEERING CO 227 2600 CHECKED /�o y , E. N0. 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PROFILE SCALES _ - , : . : : HOR I Z . . 1 40 . _ . : , . __ ---- _ - _ _ _ _ ___..._ ___ -__ _ _ _ _ _ _ _ --_ -- ___ _ _ --- _ _ _. ___.-__ ___ __ __v_. __ ___._ ____ __ ____.._ ______�___. _TT_�__.��_ __ _- __ _--- :_ _ -_ -__ _ , - - - - - - - - - . : - : , I . VERT . . 1 =8 . . . . . : . - . . : - ; ' t 10 11 12 13 14 15 16 17 18 19 6 b GROOVES PER 1 4, o 6 CITY sTD. 102 i 8.33X w 4 3 !OX i1 R/MI 1 .1 INDICATES REMOVE AND REPLACE EXISTING CURB, GUTTER AND PAVEMENT 9' 2- 8/1'.0 - CF 8" CF RAMP SHALL HAVE HEAVY BROOM I 8 I TO FINISH TRANSVERSE TO RAMP AXIS I 6 MODIFIED HANDICAP 6 6' CHAIN LINK FENCE PER O" CF PER CITY STD. 102 i w O 6 x STD. DWG. 607 (SEE DETAIL i N RAMP DETAIL SHEET 4) . cu o r- ff) - I- SEF PROFUR BO HANDICAP RAMP DETAIL " I .cc CB RTN DATA ) Lo u R=17.00' 0= 89 *59'02" �T --�j THIS SHEET «:v 10+00. 00 HIGHLAND AVENUE z _ + m L=26.70' T=17.00' L J = 10+00. 00 EAST AVENUE ( O o €', r r I I I ) / 2 FT. TO 10 FT. HIGH `�°D J r� J rJJ JrJ \l\�� \� T�I \J\� EX. 6 FT. SOUND WALL 8 FT. TO 10 FT. HIGH D - RETAINING WALL WITH co^ \1'", 10+35. 00 EX. 6 FT. SOUND WALL FUTURE 6 WALL AS FREESTANDING W CB & GTR FUTURE- / _. N ECR WALL ON TOP (SEE DETAILS � WALL ON6TOP (SEE DETAILS _ ING SHEET 4) SHEET 4) ------ - -_ _r._.. . _ rirF rrrrr i 6 %C RAMP MODIFY LANDING LLJ __�� i FROM 9.33X.-TO 2_O�% .. 4& als� HIGHLAND AVE - Ex. PB � _ Et�- _ _u ___ __ ___. __ _-__ ____. _- _.._ .. _ _ 49' N -I . \ 27. 18TC m cD m co SAw CUT N 26.51 FL 1 �`' .� 4 _ 1 _ -1 N89 '53'40"W cr) _ _ _ EX . CONTROLLER CABINET ;i 11 - 12 13 14 saw CUT 1 16 1 18 0 TC1 L53 6400 :�- ' 8 Mcu " (I 1. Ln N EX . CB GTR AND SIDEWALK Ln SECTION NA-A~ { ,; __ _....- 24.79Ft- -___.- --- m -- _-- - _._. <._.._. __._ rl�._- _- - --.._ --_ ��__._. � rl� _ _-��f _-_ems_ _ _.__ ..- ____11.____-_____.______ _.______�G !� ._.. _.t/1 _,.. U N (i-0.72FI;+,. �� __. _ E X P B i ^p '� W0 SCALE 4� 8' co coo EX. S/W - ---IVII - - - - _ _ _ _ r"1 11 4 . � cv a 10+30. 31 AP ST. STA. 31 . 50 RT. cD �I B =0+55 AP WALL STA. 3 B 9+50. 83 �; Q BCR � , �' -ij 9 50. 83 CL TS CABINET 161 o Q a 9 � / JCD / cn f / � / J I �� J MAINTAIN SIDEWALK 4 FT CLEAR AROUND + ± 1 Lo r, CB RTN DATA a ; I U' CABINET FOR HANDICAP ACCESSABILITY t : + w \ - ( - /I N Z m IT R=27.00' A= 90 '00'58" I / � F_ m � `i 22K o L=42.42' T=27.01' l J I o f A f- ►-r x `( F G " rn J N O w R/W 1 29' 1 J ��,�, /� O IZ' I b' r o to ¢ o _ _ _ �� ;_ 0+00 WALL STA. JOIN EX . RET. WALL m^ r / (� r '� D /I r �3"I 3� " 2' 3 # REMOVE 55 FTt EX . RET. WALL N ' LY m n z N T, -r- �' J �� J-. \`� s , w + 2 � " NO. DESCRIPTION OF REVISION DATE CITY 6„ 6' CHAIN LINK FENCE ' z I Ex. RET. WALL APPROVED X PER STD. DWG. 607 i _ 2% I (SEE DETAIL SHEET 4> I, HIGHLAND AVENUE rn i . �j--I 1 sEE PRo�n.E �� 1 ): w I - --�----1- CITY OF CUC A it i 1�I THIS SHM7 6 a TOP OF FUTURE 6 FT • 1 '; ^ `L- FREESTANDING WALL EX. PAVEMENT CONSTRUCTION NOTES I-4 + 0 o ^ -� PLAN AND PROFILE EAST AVENUE I � -9 -� N + � �- O (EXACTSECTION TO BE VEDETERMIMEDBYfTHE SCOILSa ENGBINEER) 14 .� - - _ _ '"c m m ^ `-L _ _ - -$ _ HIGHLAND AVENUE 2 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 104. A2-8 - -al __ - N W a @ T � ^18 rn I- < PROPOSED FINISH - _ 9 Q N ^+ $ w., STA . 18+50 TO STA . 25+77 .74 3 CONSTRUCT VARIABLE HEIGHT RETAINING WALL WITH 6 FT, CHAIN GRADE Q WALL `' .a N.4 N^ 0)N m A --�- LINK FENCE ON TOP (STRUCTURAL DETAILS SHOWN ON SHEET 4) N1 - � N w °� Essj TRACT NO . 15798 SECTION B-B TOP OF RET. wALL .. 1-1 IT m m� , �, -� ^� NO SCALE �1�. 4 CONSTRUCT 6 FT. WIDE SIDEWALK PER CITY STD. 103 ( 6 FT. TO 8 FT. qrq ,q m enm '� Fr AVEC �� ' / -' ' '-' ' '- 8 FT. TO 10 FT. _ 4 FT. TO _ v I 0 CITY ENGIrEER R.0 E. NO. 24953 -� 5 CONSTRUCT CURB RAMP PER CALTRANS STD. A88, CASE C ' " � _ .r i I I I i lI; � � 6 �:�, z FT--'-- ft __ 42 1 LA L1�0 SERVICE ALERT -1 I (- 6 CONSTRUCT HANDICAP RAMP PER CITY STD. 102 (MODIFIED AS NOTED) , TO 4 FT•__/ w NO. C39S30 � oESIGN A L B E R T A. CIVIL ENGINEERS RECOMMENDED EXISTING GROUNDT. ,VI(� P. 12-31-0 • 3788 McCRAY ST. `r> .1vT_ �! DRAWN RIVERSIDE CA. 92506 SHEET 7 INSTALL PEDESTRIAN BARRICADE PER CAL TRANS STD. ES-5F. $� Q WALL TOP OF FOOTING 1_ TYPE II (!0 FT LENGTH) p 0+ + v O-9 r r, ICI CRL1 ENGINEERING CONSULTANTS �- OF 4 GRAPHIC SCALE I "=40 ' v OW m.. °R ., )W` (909) 686-i070 $� 21 � ASSOCIATES O8 CONSTRUCT HANDICAP RAMP PER DETAIL SHOWN HEREON a-9 v a 227-260 40 20 0 40 80 120 RETAINING WALL PROFILE ~ T$ m^ �°�D r"•`_+ R.C.E. W. 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F AL S PRO ILE SC - - -4 - . . . _ . HOR I Z . . 1 -40 - __ _ -- __ . - .-_ . -_. ..-._-__ _-_ ___-__ __ __._-_ -- ----,----- ------,.- __.-- -____- --�-__-- - --_ -----�- -w ___ -_- _ -_-- -- - - - -___--- - - -. . . . - . : . . : : . : • ' I : : VERT . : 1 =8 __t � . � . I — , . _- _ . - -- -------- —____-____..-_ . _ . - ._ .. .. _ . _ _ .. . _ _ _ . _. . - _. _.. - _ __ _ ... - . .. .. _. .__ . _ _ .. . _ _ _ _ __ _- _ _ _ _ . _ __— _— _ . 19 20 21 22 23 24 25 26 Q � �`�6rl- - r r ' '= rel \j�1 R 1 4 r�\ rJ HI iTJ j v�\ t J � EX. 6 FT. SOUND WALL g W _ _.. --- m. m CD (99.06TC CD SAw CUTml _ N89 '53'40"W _ _ _ (98,39FL) _ `~ _ LLi 19 90 21 22 23 24 2 (99.75TC) - .�----- m: W EX . CB GTR AND SIDEWALK Ln N (99. 15FL) ,.__. , N � --�_-_-___-.4______-.�._.-_--_____/ -_-____.___.-.:u__-__-_-_----�•�_ -____.Z&--_-_-_ �_._._--_-._--•�_-------- _ ___.:t.-------__-_--�.___-._.-._..-_.�--_-.-_----_- ...�-_-.----__--.�—.-._-._...4_-_._--__.--_.�__... _az —_-___-___��_----..------�- --.--_--4-.------_.-__"4(-_..-. O --- - /1�lrl - - li\ 1� - - 1* r 1-e� 'I : I i I in +T ]2+ _ - X X _-"---_____._ 44 i dJ � Qc� " J J •" � - J � rr��,(--,T J ,:)) J J �J r.�r�J �J �r�r�JJ J � r�J��J\J J\J r� r�l \J�� HIGHLAND AVENUE ND• DESCRIPTION REVISION DATE ,,�„ED CITY OF RANCHO CUCAMONGA CONSTRUCT ION NOTES PLAN AND PROFILE O CONSTRUCT TT SECTION A.C. T�INE AGGREGATE I►� AND AVENUE HIGH I 2 CONSTRUCT 8" CURB AND GUTTER PER CITY STD. 104. A2-8 STA . 10+00 TO STA . 18+50 3 IMC FENCEONSTRUCT ONOPE (STRUCTURAL AA DDEITAAIL SHOALL WN OTH N FT. CHAIN 4� Essr, TRACT NO. 15798 11 4 CONSTRUCT 6 FT. WIDE SIDEWALK PER CITY STD. 103 P A �� "l 5 CONSTRUCT CURB RAMP PER CALTRANS STD. ABB, CASE C 6" "A �. CITY ENIGD�EER1hR.CF. 4953 LNOFfilUM SERVE ALM 6 CONSTRUCT HANDICAP RAMP PER CITY STD. iO2 (MODIFIED AS NOTED) w NO. 039530rn DESIGN A L B E R T A. CIVIL ENGDEE RECOMMENDED CALL: TOLL FREE 7 INSTALL PEDESTRIAN BARRICADE PER CAL TRANS STD. ES-5F. P• 12-31-0 3788 Mc-CRAY ST. C WEBB-_ RIVERSIDE CA. 92506 TYPE II (10 FT LENGTH) �'!J� Imo" 'ti! �� ASS 0 C I A T E S ��T 1-� GRAPHIC SCALE 1 "=40 ' 8O CONSTRUCT HANDICAP RAMP PER DETAIL SHOWN HEREON 0 (909) 686-1070 3 OF __4—_. 0 227—��0 �1 BNGIN6ERING CONSULTANTS CI•E(m Y*L-74 fi; R.CF. NO. C39530 DRAWING NO. 40 20 0 40 80 120 no wwcps at"� vw ore W.O. 99-308 1 DATE 20 Apr 2001 FILE NO. 980169_PRO 17 d3 PROJ 6 CT SA96T N0• 10 OF I; 8' C.M.U. SLD. GROUT 8' C.M.U. SLD. GROUT, SP. INSP. F'm= 1500. psi, Fy= 60000. psi f'r,= 1560. psi, Fy= 60000. psi 8' C.M.0 SLD. GROUT SP. INSP. #5 2 32.' Vert 2 Edge #6 e 16.' Vert e Edge 8'MC.M.s6oSp4 Fy= 400 0. pP. siP f'm= 1560. ps1, Fy= 0000. psi #4 2 24' Horiz #4 2 24' Horiz p y p #6 a 16.' Vert 2 Edge #6 2 16. Vert 2 Edge #4 2 24' Horiz 3/4' 3/4' #4 2 24' Horiz 3/4' 3/4' FUTURE 6 FT. , FUTURE 6 FT. FUTURE 6 FT. FREESTANDING FUTURE 6 FT. I FREESTANDING WALL FREESTANDING FREESTANDING WALL WALL WALL 00I 1111=III=III 1111=III=IIICU III=III-III III=III= =III=III= 1111=III=III CID I=III=III= =III=III=CU (L .0 I `� =III=ifI=III= HEEL (top) #4 2 32.' o.c. #4 HORIZ. AS SHOWN - I Cl) 00I 1 =III=III=III- W LESS THAN 2 FT RETAINING - ---r 10' C.M.U, SLD. GROUT, SP. INSP. HEEL (to ) #6 a 16. O.C. ' ' - 10 C.M.U. SLD. GROUT, 00. INSP. WALL WITH 6 FT, FREESTANDING p ' ' ' " = ' ' _ ' - ' ''- ��'e i6��Vert F2 Edge psi f'rr= 1500 psi, Fy= 60ge psi #4 HORIZ. AS SHOWN - - #4 2 24 Horiz 2 Edge ' '�' _ #4 2 24' Horiz 3/4' 3/4' 1 ill=iii= a12' C.M.U„ SLD. GROUT, SP. INSP. f'rr= 1500, psi, Fy= 60000, psi 8' C.M5U SLD. GROUT ,-- ' -. - ,- #7 2 8.' Vert a Edge f'm= 1560. psi, Fy= 60000. psi HEEL (top) #6 2 16.' o.c. ', , ' -' ,- - . - - - #4 a 24' Horiz 1 CU #5 a 16.' Vert 2 Edge , • . - , I #4 HORIZ. AS SHOWN #4 2 24' Horiz 3/4' #6 a 16.' o.c. ZE - a 4 FT. TO 6 FT. RETAINING WALL ,_ , --T WITH 6 FT, FREESTANDING HEEL (top) #4 2 8.' o.c. • ' ,' - : - -- ' #4 HORIZ. AS SHOWN • - - I _ , FUTURE 6 FT. 6'-6- FREESTANDING - '- •FREESTANDING E WALL I 12 IN. 6 FT. TO 8 FT. RETAINING WALL #4 a 8.' O.C. WITH 6 FT. FREESTANDING '-3' 1 , 5'-6' RETAINING WALL MIRADRAIN 2000, PREFAB DRAINAGE ' 1111-III-ISI I I COMPOSITE OR APPROVED EQUAL III=III= I � 8 FT. TO 10 FT. RETAINING WALL REBAR SIZE AND SPACING AS SPECIFIED ON PLAN WITH 6 FT, FREESTANDING OMIT HEAD JOINTS IN FIRST COURSE FOR DRAINAGE DRAINAGE ROCK - MINIMUM 1 CU. FT./LIN. FT. 6' FREESTANDING OF 3/4' AGGREGATE FOR 4 FT WALL OR TALLER BLOCK WALL 3� -111-111-111=rTl=l CYI 6' CHAIN LINK FENCE PER STD. DWG. 607 HEEL (top) #4 2 16.' o.c. - - _ - •, 24 IN. #6 DOWEL EMBEDED 12 IN. #4 HORIZ. AS SHOWN , - I I IN EX. WALL SET WITH EPDXY M I I f CITY ,_ _ - = I DESCRIPTION OF REVISION DATE APPROVED ' I I POST EMBEDMENT PER EX. POST EMBEDMENT TO DRAINAGE ROCK DETAIL STD. DWG. 607 REMAIN, FILL WITH GROUT F FT. RETAINING WALL TYPICAL ALL WALLS 4 FT ❑R TALLER I I I CITY OF RANCHO CUCAMONGA 2 T, T❑ 4 I WITH 6 FT, FREESTANDING I I Ex. RETAINING WALL I RETAINING WALL I STREET IMPROVEMENT PLANS II RETAINING WALL DETAILS RETAINING WALL NOTES: - I I � 1. CONCRETE IN FOOTING TO TEST 2000 LBS. PER SQ. IN. IN 28 DAYS FOR I TRACT NO . 15798 QROFESSI 2. CONCRETE BLOCK: GRADE "N" UNITS ASTM C-90. GROUT: i PART CEMENT, 3 PARTS SAND, F AppRpVM BY - DATE J v l 2 PARTS PEA GRAVEL. MORTAR: 1 PART CEMENT, 1/2 PART LIME PUTTY, 4 1/2 PARTS SAND. A tits CITY ENGINEER R.C.E. 4953 6 FT . BLOCK WALL �� 3. MAXIMUM STRESSES: fs = 20,000 psi; fm - 250 psi; Shear V - 15 psi: Bond U - 100 psi L----J EXTENSION DETAIL A DESIGN A L B E R T A. RECOMME ` Passive Pressure = 300 psf; Coefficient of friction = 0.35. ZK CALL: TOLL FREE POST EMBEDMENT DETAIL FOR NO SCALEINlEEM Nn, coo n' c�8 � EXP. 12-31-0 WEB 3788 McCRAY ST. 4. 3" CLEARANCE REQUIRED BETWEEN REBAR AND EARTH. `� CIvIL V DRAWN A S S 0 C I A T E S RIVERSIDE CA. 92506 SHEET 1-800 TEMPORARY 6 FT . CHAIN LINK FENCE � c�.1 � ENGINEERING CONSULTANTS 4 (909) 686-1070 ��- QQ 5. LAP SPLICE MAY BE OMITTED AND REINFORCING MADE ONE PIECE FROM FOOTING TO TOP NO SCALE CHECKEDN�1rLs �....)�R.c E. NO. c39530 DRAWING N0. no WOWDS ars 95WE Yau DIG OF WALL. W.O. 99-308 DATE: 20 Apr 2001 FILE N0. 980169.PR0 1703 PROJECT SHEET NO. It of 29