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Home My WebLink About1660 r BENCH MARK: BENCH MARK NO . 96-B AT THE NWC OF HAVEN AVENUE AND 19th ST . , 44 FT . W . C/L HAVEN AVENUE R�w �� _ �, RA & 83 FT . N . C/L 19th ST . , SET DRIVE PIN W/ C . S . TAG IN TOP 46" - 48• L 44 I oTL t� AT THE E . END OF A HEAD WALL GENERAL NOTES: BASE LINE ROAD I 14-16 32• 32' 12 I FOR LANDS-Aft FOR 3-24" CMP . ELEV . =1430 . 686 PURPos[s. M� -e" 4• 4" 4" 6. , 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS - 0 10 f1 1z 13 1� ,e 18 n zo ed FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR "' °° o° 70 " n 112 1 1z1 ,� 123 124 ,ae las SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE 127 TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. . 21 °6 I IN I MA 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER -T-42- In 227, "' 1ze 4' FT. I 1 4�i 2°/.mK). POLES WATER METERS VALVES FIRE HYDRANTS ETC . SHOWN OR NOT Q r '3 '3 °� * " 120 T -1 - T ' T RIGHT-OF-WAY ?Ci 31 93 1,e „� 19, 199 19z 191 190 I I PRO J ECT SITE SHOWN ON THESE PLANS WITHIN HE PIGH. -..F-WeY LIMITS OR IN , w „ �, ez „ ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE " �+ 30 02 97 1,e REMOVED, RELOCATED, OH PROTEC I ED IN PLACE AS REQUIRED AT NO �, 6 ,e .o 01 n 1'e 137 '�" f3o 1p 1.1 r � � L �; EXIST. IMPROVEMENTS BASE LINE RAD COST TO THE CITY OF RANCHO CUCAMONGA. I I _ 3° 20 eo 81 N "' "� PER DWG. NO.1372 - - o I 9e ze 90 1w 113 I MOUNTAIN VIEW DRIVE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE I 79 131 2 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY 4 I 37 Z' °° >o 100 ,12 203 I TYPICAL SECTION y y DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY 7° ,,, 20° 20° a01 144 W N.T.S. FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN , _ 10f so Roz ,45 Z ON THESE PLANS. IQ Z 1 .s �a �0 61T52 :L54 e6 2M � Ryy - � �. R� TfRRI J�" 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA N Q o� ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION s s ,os 17 1 35 L 33 WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. '° e. o ,o, 21° IN 148 ( IT• la' la' 13 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 2 1 249 240 2'7 230 z too 2f9 212 ass 197 149 6.5' 6 4.5" 4.5' 4" 4.5 < �a w PAVING STAKES SHALL BE SFT A i ALL HINGE POINTS, EDGE OF PAVEMENT I 3 aeo z,6 170 �p� �z i POINTS WITHIN 0 .01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE .1 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED 1 4 2,8 2„ ' °' lea ' f°6 f°e '4f ''p, a BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. r �o 244298 2� 109 102 152 7 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, �� 232 a43a�2 29e W7 22e �� F- 3 10 o.w 3 4 FT JUj MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. �„ �+ �. am 163Ln II- 1 4 T p zsr 2» ,ee ,ee ,e� ,es fee fey W 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, �° 180 = _ _ - _ j� W COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED29e298 a92 Z,o afe z2z 188 1°0 1e1 fat 183 1e4 ,� O 7 �, p o I AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER 237 291 of ICONSTITUTION WAY Opo FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 290 21e 2'7 iee too I 'P SURFACING. 239 n0 1e7I I RnM 0 z10 17' 240 219 177 176 187 TYRGAL SECTION ,� CHURCH Rryf a I I 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 179 TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED 241 188 f�, 1m IN T I = 6.0 R=63 TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT a.2 243 '00 188 W z PAVING. 2" f.. Riw x. R/W ,r 1m CL 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL INDEX MAP 10 122 181 179 172 28' ~ a• BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- 1 FOOTHILL BOULEVARD TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND N.T.S. io la' la 10 EQUIVALENT OF AGGREGATE BASE . Q INDICATES SHEET NO. VICINITY MAP 10 .PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT / _ TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION 1u 119 11� 1,e 118 11� 118 7 OF THE STRUCTURAL SECTIONS. •o o. CONSTRUCTION NOTES & QUANTITY ESTIMATES: 27. LCVCL LING-1 2% At,� EET .owm A E ,�,ap /w ��c� ,,,,,� R/ww 407 ,% 11 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS - -1.�1- - - 1.77- - - ,� .OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING I //� ' _ Ij=111= ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR STREET IMPROVEMENTS: III=III= = j / /A4 �1}�� C�A�k'JYCE�f�M G!�' '4�� R'�/n�� ''�"� �t DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A 4 MADISON PLACE 4 � I' L QE SRN/ � m The aq QUALITY BETTER THAN THE NATIVE MATERIAL . /N��GJ� A/V}� U�`'� CONSTRUCT 3" A .C. OVER 4" A.B._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7%900SF mytc ev ae Nt/1'�E�T GT�f/G✓E^/C/f /`may Aa2[//,PE' AmAt�/LL x✓L G?U I N C Y PLACE Am&vay,/T, AS GiEr7F�1/N� 4/ 7)WC✓1y /�J�� 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS 2 CONSTRUCT 6 ROLLED CURB AND GUTTER PER CITY STD. PLAN NO. 105-A- - - - - - - - - 2 614 LF STERILANT REGISTERED BY THE E .P.A . FOR USE UNDER A.C. AND P.C.C . " A A�,(, &; MQ1 JAW-- � tI��T 7r' //jPF-�'T/ AI �AV / C SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 3 CONSTRUCT B" WITH 24" GUTTER "A2-8" PER CITY STD. PLAN N0. 104_ _ _ _ _ _ _ _ _ _ 1452LF N.T.S. �(,� �sl/N,E,Ee/M�s ,p/(/N�/Oit/. !' W O RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ' TI = 5.0 R= 65 ¢ f) 7P Aw- Rte/ die �j�L/G /Ay�Q11dA11 E6l 13 .ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONSTRUCT 6" WITH 24" CUTTER "A2-6" PER CITY STD. PLAN 104_ _ _ _ _ _ _ _ _ - - - 751 LF Of • /�E � CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWNC5�-CONSTRUCT 10' CURB & GUTTER TRANSISION_PER DEZCONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 262 LF R/w RnM uN[ ,I DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT E PAD LIC. PLAN 23• 23" -N € SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE NO. 102 & 103_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IS EA. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 15• 5 18" la' 5" is 7a-CONSTRUCT SIDEWALK PER CITY STD. PLAN NO . 103 (W= SEE PLAN) _ 18,939 SF. 4" 2-A' 15.5" 15.5' 2. 4' ' 14 .STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A u•e• 1" 1" I!U•!a. AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. INSTALL PRIVATE STREET LIGHT 5800 LUMEN�H.P.S.V. BY S.C.E.,PAID FOR AND (D--COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION _ _ _ _ 19 EA. o / 15 .CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM I 2 2 f ,r6D RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED Cg}-INSTALL STREET NAME DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SIGN PER CITY STD. LA0. 401-A & 401-B_ _ _ _ _ _ _ _ _ 11 EA li4i� LrvrL LILAC o.oa 1 \ SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . 10 CONSTRUCT 4" A.C. OVER 4" A .B._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 241520 SF yEE GENERALNOT� NO•'t�-�I _ _1.7Z- - - _( _ . : SEE GENORAL_ NOTE No. 20 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD11 ADJUST MANHOLE RIM COVER TO GRADE - - - - - - - - - - - - - - - - - - - - - - - - 9 EA. CEL EBR A TION DRIVE FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED FREEDOM PLACE �►�� UPON REQUEST OF THE INSPECTOR. &-INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134_ _ _ _ _ _ _ _ _ _ _ _ _ _ 7 EA. LEGACY PLACE / �� 8"G 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR 13 CONSTRUCT CROSS & LONGITUDINAL GUTTER PER CITY STD. PLAN 106-A- _ - - _ _ _ _ _ _ MONUMENT DRIVE f "d�'J(1'" TO FILL PLACEMENT . �- 1,$32 SF TRADITION PLACE Gd 14 !.cw3T• •GOr.�+L /.LF 38✓dV 4=e el7y Sja PC.rw AAR -107, _ _ _ _ _ _ _ 171 LF ' Roc G.�O cuee 18.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS �A'6E A Foie •ayl C•�S� B .tv,� JIt/M/o - - - 46 R�W PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133 15 CONSTRUCT CURB OPENING CATCH BASIN (W= PER PLAN) PER CITY PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING. STD. PLAN NO. 300 _0's�e&r E� 4L-%L%064k 2� 951oN_ _ _ _ _ _ _ _ _ _ _ _ _ _ 5 EA. TI=5,0 sR=b3 A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-791116 INSTALL TEMPORARY WOOD BARRICADE PER CITY STD. PLAN 131-A- - - - - - - - - - - - 72 LFi F.r� jX'J':i� �E TYPICAL CURB TRANSITION DETAIL . MR. JAMES FREI FOR BASE LINE ROAD CONSTRUCTION 17 INSTALL R1(3011) SIGNS 12" SW LIMIT LINE & "STOP' LEGEND - - - _ _ - _ _ _ - - - - -_ 7 EA, i� j' A9tp 1//j::71G X41 G4UP60VAI Ad4AIW wy, ?'E AlrZA B. GENERAL TELEPHONE COMPANY (800) 483-3000 &_( CONST. 6" PCC. SIDEWALK AT BACK OF ROLLED CURB AT DRIVEWAY LOCATIONS >�177CW a• �i�M �6 �E� Q�9 gy* FOR UNDERGROUND SERVICE. W=16' UNLESS OTHERWISE NOTED) PER STD PLAN NO 105-A - - - _ - - - - - _ - 3,776SF CONST ENHAi4CED PAVING- - - -------- ------- --------- -- - LS. Rf Y/G.)WAMAf 410405%44 /GEX HAtL/y cart' 2Z�• tlf'AiK C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 2 ADJUST WATER VALVE COVER TO GRADE- - ---_--- -------- - - -- - 10 EA Lir R OOCNGi4 1981 W. LUGONIA AVENUE + �' REDLANDS, CA. 92373 21 n n _----------- T�� T� ffiFf�• �4MAC CONST.6 CURB �, 1-6 PER CITY STD. PLAN NO, 104_---- 8 3 LF � �jE� AGL RAPE H AP.�LVj"' LCr.�ljJiPfEf+ O , � 1NO STORM DRAIN CONSTRUCTION NOTES,- n�STiT�rrcw �''''�' � '`!`'� '` aeow A-Y. n-a- to al'e AivO �FZ *hWka ,ems PX0rWarX%o � c�rv�eE'rW * 4 V i D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 P/F� Ce'10/V G�u.4MAW wee Aot, O 9641 SAN BERNARDINO ROAD 41 CONSTRUCT M.H. NO. 4 PER CITY STD. PLAN 321 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N�T/jl/j/CW /(/�!y NU5 G• �y, ,E �,kc �,foy Gam, /,eE ATX/Gj F/�E 0'r 'V 5T•4iVGaM1TOi. 42 CONSTRUCT M.H NO. 1 PER CITY STD PLAN 318 (MOD. NO MH SHAFT) _ _ - - - - - - - - 4EA. �- A � � R/.PR',E L,�A� Rv1V1 RANCHO CUCAMONGA, CA. 91730 � � I E. METROPOLITAN WATER DISTRICT (909) 593-7474 43 700 N. MORENO AVENUE CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Nom. LA VERNE, CA. 91730 &-,NSTALL 18" R.C .P. D-LOAD PER PLAN - - _ _ _ _ _ _ _ _ _ _ l_ _ _ _ _ _ _ _ _ _ _ 390 LF A�6 TiPf�E 17 T© ,� //V3 .¢Ll.�,D /".Ei� GOT, /�1A'V. ¢ � �,/iI/IVD F . SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 �:!;10A 1A4<� /IF4C TrYG I&TCWe 445emeMC? 1 INSTALL 30" R.C .P. D-LOAD PER PLAN 12 L 7951 REDWOOD AVENUE @�_ - - - - - - - - - - - - - - - - - - - - - - - F. FONTANA, CA. 92336 46 REMOVE EXIST . BRICK PLUG & JOIN_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 EA. � G. PACIFIC TELEPHONE COMPANY ' (714) 999-5639 _--- - --- - --- 314)LF 47 INSTALL 24 R.G. P, D-LOAD PER PLAN - ------ i9 FINAL NOT BE PLACEDEUNTILRALLL UTILITIES &OF ASPHALTIC OUTILITYNCRETE RLATTERALSOADWAY A VEMENT SHALLWITHIN DESCRIPTION of REVISION ° THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS I DATE APPROVEF.' INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE CITY O RANCHO C SPARKWAY AND ATTISFACTIONROFDTHE IMPROTY VEMENTS REMOVED AND REPLACED TO THE PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS 20 .ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THF CURB THE SHOWNXONTENCE THESEAND PLLANSCAREON OF ANY OBTTAINED BYDARGROUND SEAARCHH OFILITIES OR AVAILABLLE RECORDS; EXISTING SURVEY MONUMENTATION PRIVATE STREET IMPROVEMENTS THE INSTALLATION OF STREET LIGHTS, STREET SIGNS,FIRE _ffDRANTS & MAILBOXES TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT SHALL BE LOCATED BEHIND THE SIDEWALK . THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL- SURVEY MONUMENTS OF RECORD AND STORM DRAIN PLANS PRECAUTIONARY MEASURES DRAWINGS. THE CONTRACTOR OFURTHER TASSUMES THE IALL YLIABILITY LINES OAND WN ORESPONE EXIST THAT CINLTHE LD EFIELD UARE DSHOWNHON IS THESECPLANST. LANDIAAREODESCRIBEDNUMENTS HASHFOLLLOWS: TITLE SHEET SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT TRACT NO . 15072- 1 SHOWN ON THESE DRAWINGS. I/ON THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- (MODEL SITE) IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT APPROV7D BY: DATE: l17 Pl Underground Service Alert THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: ` tD AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLO THE OWNER ^ CITY E NG I N E E Ri RCE NO . 24953 N p ESS/QM CALL. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, ��F``� t �� pgOFESSI IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING a �' yy � DESIGN MADOLE & ASSOC AKMI INC. R MEND I /�� S� - r�/� � x" 0%).L- WV F TOLL FREE FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE / T, y GH OF THE INLAN RELO 1-800 ENGINEER. o GATED: f�'�Z -!� �!0 �l.V ^� W r ^' CONSULTING CIVIL ENGINEERS (U "t Cr 7 NO. 148!4 m LAND PLANNERS - LAND SURVEYORS ry 422-4133 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT J. M. MAME R.C.E . LA0. 14814 �"��-�-� Exp: 3-31-01 DRAWN 10601 CHURCH STREET SUITE 107 SHEET k RANCHO CUCAMONGA. CA 91730 ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK . C'v'` l ! GFB (909)948-131! CF 9 Z TIDO WORKING DAYS BEFORE YOU DIG lE 0 \ ��rF CIVIL 0 � 14814 Of CAFE OF CAL" CHECKED �"1�'�-- RCE No DRAWING NO . � GH ATE ��"Z-9� FILE No li0 TITLE SHT. TR. 15072-1 STREET PLANS - 7 (0, 271PF: 1266 621 31-Aug-98 01: 40 PM / 126-1256-1 PROJECT SHT . NO . OF DWG. DATE: 1,' -B -9e ! !ill I ! {�• I' ,, I ,' I,_. I!. ,1! .Iii �:!, {I_, l �!: I iI , 11r I :i I� ':� I1• il I;i ? {I I, !I I IIr I'I I 'I+l II' I ! S:i 1; ( III , i Tlit I. ! , I' '! Jill Il II! !' rl rl i. !' filrl l'II ,'• ,! 1'; IIS III !l�' II-1 Ilij III, !,il 111! �Il r ... N to 0 LD 01 W 0) N to ''!a t' 4 Willa ro ♦t ;!! i!tip ,� ! II ! iifi :I ii IIII ! !i� !II Ili i .II, !;fr .I+' f !I!' W (J1 O ►+ W 0 O ►+ A W 0 O /H//V- �, II It it II O O e O O O O e O O O e �� V4 f !<-. .Hk }l{ =i•4-; i•r` +•t t 1'YA.+ . T-4i` 1 j {' ' �+ a+ W 0 0 O O w CJI k+ N O N 0 CD CJI A 01 0 to N O .+ V V A V A O O O O H AY �� r ' {. S �b isr �«' ti +• il� -J. :� 'lt` b }•.,:I t ! I � i Ilii I� I ,; Ili. !!O Ln A A N W O O �I- f602CONSTITUTIO I VO Cnm ' .. ! !IIit i 'iii�, , r I , I !li! I !It ,{iI IIII ll 1 Ij:I I� !I I Ii� It I I f II li'I !II ! (I ll! 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W . C/L HAVEN AVENUE & 83 FT . N . C/L 19th ST . , SET DRIVE PIN W/ C . S . TAG IN TDP 1 2 3 4 1 AT THE E . END OF A HEAD WALL FOR 3-24" CMP . ELEV . =1430 . 686 • WATERPROOF EXPANSION JOINT COLD JOMIT 1 2 4 t I Ile I s s EXPANSION JOINT SCORE JOMT LEGEND: 1. CONCRETE PAVING. 2 1N"TOOLED RADIUS. 3. WATERPROOF SEALANT,COLOR TO MATCH PAVING. w SUBMIT COLOR SAMPLES PRIOR TO INSTALLATION. 4 1rZ POLY TOP SEEFOSPAM ECS EXPANSION JOINT WfMAR•AWAY Q / S. COMPACTED SUWGRADE PER SOILS REPORT P - waz p-1a1 DETAIL ��A�� ALIGN wr S c.R -0 N I S CA � N.T.S. PA V J Q IPA 6� Q eJ PA PA N < _ i PA }, iTYP PA' N ,C 1^ aLxaNwfec a � - ¢ h "' I o a.c H /¢ 1 QN G WI RC PA A PA N R.1a R•la ♦ 12•-24" W �� `1 SEE CIDNSTRUCTION PLAN a (+1 Sl 0 � ~— Y PA / '11 246,(TYIP) 16-- 3Its \---- ----- A / FWPA ---- / � P): CONSTITUTION WAY R"I T o 0 I �` TYP � H a 4 H 24"(TYP) — \ 4s 4S J 10 . PA Z 11,`/ �Q • TYP) 14 2 1 ♦ - LEGEND: Q Inas 1. NATURAL Coon CONCRETE MND. 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DESCRIPTION of REVISION IDATE JAPPROVEP 100 MM O COLORS TO BE CHARCOALFORFOR BANDING i RETE PAVERS RGE DIAMOND IIN E N�SETg BEIGE FOR Z PATTERN. I ♦ /f• CITY O RANCHO C BAND INTERSECTIONS, AND RED FOR FIELD. SUPPLIED BY PERMA CONCRETE (909)653-1187, SEE DETAIL"B"HEREON. O /� /♦` QUINCY PLACE O9 30" HIGH MAX. ENTRY MONUMENT WALL � 1 — - ,i „ oQROFESS/p, PRIVATE STREET IMPROVEMENT PLANSDATA � 10 TELEPHONE DIRECTORY AND GATE ACCESS CONTROLS. Af, ♦/ 5tc#* d' ENHANCED PAVING DETAIL r/� / W No. 1 m OEL;Gal PILASTERS.A/BEARIN6 RADIUS LEN./DIST. TANGENT4814: S 11 20' WIDE WROUGHT IRON DOUBLE SWING ELECTRICAL GATES W/MIISONRY /Z ETRACT N 0 _ 15072- 1 O AD '5.Ni�' S4 9B 3>GaIO � �l C/V1�. a f w 4o• M.x 11 ¢�f5' z0fa, 1 z WROUGHT IRON FENCE. Z '��c��E�� APPROVED B Y: DATE: � worm 40 6V' �� /2.rJIG' — — DELTA/BEARING RADIUS LEN./DIST. 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