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HomeMy WebLinkAbout1302 _ __ . -_ - __ - ___ - --- - -- --- - -- ---- ---------- - -- ----- ._. • - --_ ----------- -- - --- - - BENCH MARK : GENERAL NOTES : CITY OF RANCHO CUCAMONGA BENCH MARK 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY ��SCI�II'�TION ' 1 NO . 82 . CHISELLED " ❑ " IN SOUTH CURB OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS / , RETURN. SOUTHEAST CORNER OF HAVEN UN IT f-t�T ilY 1 5 1 6 17 1 8 19 20 21 22 23 /� / AVENUE AND WILSON AVENUE . FOR PUBLIC WORK CONSTP.UCTION - CURRENT EDITION. CONTRACTOR � � � 4 24 � O / // / SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO O CONST . 3"A .C. OVER 4" BASE IN•r-�IOR �V>=T� _ _ _ _ _ _ _ - - - - - / SF �d d�� ELEVATION = 1817 . 926 THESE STANDARDS APID SPECIFICATIONS . O CONST. 8" CURB AND GUTTER PER C I TY STD. ' 303 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES , WATER METERS , VALVES , FIRE HYDRANTS , ETC . SHOWN OR NOT O3 INSTALL GUIDE MARKERS PER CITY STD. 403- - 13 x SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN } O4 CONST . BARRICADE PER CITY STD. 404 - / / ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE - - -- - - - - - - - - 1=,d• I 10 9 r 8 7 6 5 4 3 / SX15T. �,Totztn nP,e.IN REMOVED . RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST 5 CONST. DR I VEWAY APPROACH PER C I TY STD 305 _ _ _ _ _ _ _ _ - 12 ,� /��/ Q��TK. ND. t3�4Z Z TO THE CITY OF RANCHO CUCAMONGA. O (X= 3' .W= 1 6' ] r e6'-l&0 n 3 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE / SIE O6 INSTALL STREET LIGHT 15800 LUMEN] 411TH EXTENDED MAST .- -. - - ____ .- .� '�. 22 56 WI HIMSELF TH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY- O7 INSTALL STREET SIGN PER CITY STD. 401 - FROM HIS OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . O INSTALL TRAFFIC SIGN PER CITY STD. 402 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA O REMOVE EXISTING BARRICADE ENGI14EERIIIG DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION 11 CONST. SIDEWALK AND RAMP PER CITY STD. 310 - _ i ':` =�'t•. � /�/ WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. i2 CONST. 2" X 4" REDWOOD HEADER .- 5 . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. - - - -' -" - - - -" - -' -" - Lr-= 2,878 PAVING STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENTSTREET TREES PER CITY STD. 605 . 59 I 13 - - - - - - - - - -- •• POINTS WITHIN 0 . 01 FOOT OF SUB-GR ,DE ELEVATION AND AT NOT MORE I THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE la o0015r 4" ^G- O.iF_f-r, 5"yt•�. �di'�NY1�� 5T ) - - _ _ - - 56 2 REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE 6 ' 8 , •, // � �.0►�15 G. I'��M Ir-a2 G TY i5I . AREAS . O T I 3 - - - 1--F SSO .• ��� //�/ 6 . ALL SEWER, WATER , ELECTRIC , GAS . PHONE OR OTHER UTILITY 21 INSTALL 24" R .C.P . STORM DRA1 N (1400 0) _ L� 16 LATERALS , MAIPIS , OR CROSSINGS SHALL BE CONSTRUCTED PP,IOR TO 22 INSTALL 3G" R.C.P . STORM DRAIN (1400 D)_ T - �. 33 �"�' j //� / STREET TREE SCHEDULE J. '� PAVING . Q INSTALL 72" R.C .P . STORM DRAIN (I 000 E)) STREET TREE TYPE) - l g ' �: . i��/ AMOUNT 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL , N SFVEN PINES LIQUIDAMBAR 49 WEST SIDE COMPACTING ORIGINAL GROUND ARID ALL SUB-GRADES SHALL BE PERFORMED 24 INSTALL 93" R.C.P . STORM DRAIN (0 LOAD - SEE PLAW ) - _ LF 738 c / /f/ DRIYL CALIFORNIA SYCAMORE 10 EAST SIDE AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY25 INSTALL 16" R.C.P . STORM DRAIN ( 1000 0) - - L1= 32 Y opc�' Mllt� ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS Fog WATtIm- AND/OR SURFACING . 26 CONST. CATCH BAB I N PER C I TY OF RANCHO CUCAMONGA STD. 504 (W 4 V PE2 PLAN)- F h 4 L-Ihlr- 9t f 106115 8 . AT THE COMPLETION OF PAVING , A MATERIALS REPORT SHALL BE Q CONST. LOCAL DEPRESSION PJER CITY 0V RANCHO CUCAMONGA STD. 518- - - �' . / /l CONSTRUCTION NOTES FOR STREET TREES SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND 28 CONST. MANHOLE "B" PER CITY OF RANCHO CUCAMONGA STD. 51 1 - __ - - 2 "' _ (pFraM4vr_m r� STANDARD 601. �ur�IR>= /�/ / 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING TO GRADUATION OF ASPHALT PAVING. @9 CONST. JUNCTION STRUCTURE "A" PER CITY OF RANCHO � 3 / // CITY STANDARD 605A. CUCAMONGA STD. 508 - - >=�cr�T 40' Wrr>m mwr-, / / 3. SOIL FERITILIZING AND CONDITIONING SHALL BE IN ACCORDANCE 9 . PRIOR TO INSTALLATION OF ANY PAVING , A MATERIALS REPORT SHALL BE1=e L--�n I IWITH SECTION 212- 1.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR 30 CONST. CHANNEL WALL & R.C.B. JUNCTION PER DETAIL ON SHT. 8 /� SHALL BE DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND / / WORKS CONSTRUCTION. TYPE I ORGANIC SOIL AMENDMENTS SWITH THE RATIO OF 1 PART ORGANIC AMENDMENTS TO 3 PARTS OF - - - -- - - - - - - - - - - - EQUIVALENT OF AGGREGATE BASE. 31 � l_ g II�J�->-,a�..� �� �4P �-rb�r b�,rt�+ - - - .1= - �� - - _ / / NATIVE SOIL. ALL AMENDMENTS ARE TO BE THOROUGHLY MIXED PRIOR � lS�ri l-.1 E 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND 32 4. FERTILIZATION OF ALL STREET TREES SHALL BE PER THE CONST. CONCRETE BULKHEAD PER DETAIL OW S►;;S . 7 � ) � TO BACKFILLING. `'�� sNE�z , / PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO 33 GOV67 MOS/�/�� 6:A7t7N ,CA 5,11,/ ZG -� /.L CKI `3f/�,�TA10. 7 �� . f -`f�`7�j-- RECOMMENDATIONS OF AN ARGONOMIC SOILS REPORT FURNISHED TO THE FINAL PLAN APPROVAL) . - �X15T 40 ' Ml�c >cA ►�tE►►ST CITY INSPECTOR. Fob Y�.e cdv✓i�v/�cCE,a�� Th'E �orai/fir G'CyVSr Gacr>;.� tSNT A. CUCA.'•IOPIGA CCUi•IN 'WATER DISTRICT( 714) 987-2591 ® � C0KIC. GOA _ - - _ L.5• I 5. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS 9641 SX14 BMURDDJD ROAD /x-1STALL. .46gyTo2o TRUNK IS CLOSER THAN THREE FEET (31 TO THE FACE OF CURB OF A ROCKY MATERIAL , THE SUB-GRADE SHALL BE PREPARED BY REMOVING pt,NN \./1 -� �e4Ti ' ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR �`� ��`��' � 91730 ►�1 L.F UNLESS OTHERWISE NOTED. 3f, BRtCK t MOIZTAI2 PIPE EN05 Ep I N D E X MAP 6. All STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A B. METROPOLITAN T�'ATER DISTRICT (714) 593-7474 �1E /407=: S7Q�T LA*P715 SA644.L /3� P9t/� � By BY THE CITY ENGINEER. QUALITY BETTER THAN THE NATIVE MATERIAL. P.O. BOX 54153 A,c, wsrnr 4-o,Byc<►"fO.v1A SCALE 1 " = 150' 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS LOS ANGELES. CA 90054 STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C . AND P.C.C. C. SOON CALIMUA EDISCN , (114) 947-8201 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED 1351 E. FRANCIS STREET l BIW 66' ��IN RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. ONTARIO, CA 91761 �+ IE 3, ' L3. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE V/VZR1! CONVENIENCE OF THE DEVELOPER , THE CONTRACTOR SHALL MAKE HIS OWN D. GENERAL l"TELEAVENHCIEUE (714) 930-1526 FIELD 9000 EiII�iI4AN AVEPItJE (714) 865-6505 INSPECTICi1 DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING AHIDENFARM ` t2 12 BID . ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT RAPjm Ct1C<;,,KlrA. CA 91730 LEV ,PEL I ' ' ' � LEVEL �f ROAD SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE E. SOUI4RPI CALIFrJRNZA GAS (714) 798-7773 [ L CINE 0.98' I i CONSIDERED AS INCLUDED IPI THE OTHER ITEMS OF WORR. '/. o ' o.2�r' 0,17' ° . uj CIIRRARI STREET P.O. BOX 3000 PAT tm�tT �/i - - •� L G x YIVIENDA REDLANDS. CA 92373 EXIST.CRV. , - STREET ' 14 . STREET SIGNS PEP, CITY OF RANCHO CUCAMOPIGA STANDARD NUMBERS 401 � � �. � L AND 402 SHALL BE CONSTRUCTED AT EACH- IN TERSECTION. � II __• �.r - Lw--r3 '.� a /5T HILLSIDE Rd�D `�' F. SCOTT CABLE T.V. (714) 987-7122 9524 19TH STREET &V"er 0'u �! Co�/5j��aE raLk o+�r O fit- G?Y 57D.3✓0 - HtlISiDE ROAD 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ��f OA�Tt �t crc+�• tirc/TY3Tn•S�d 4 �- q�YtlsNt 1 {�� RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION ALTA LC11A, CA 91701 �A�R�o �k *��� ; REE �< �< DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN s'�` �'"� '`�: �� lxfST•dRTt � PLE BEECFfw00D DRIVE REVISIONS SHALL BE PROMPTLY TYPICAL -SUBMITTED TO THE CITY ENGINEER FOR � SECTION , SUBMITTED • APPROVAL . wltsorl AVENUE � i I N N.T T.S S. rs�G _ CHAFFEY COLLE6ell ----� 16 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD � / FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE ► / moo. FIQ>=til=to IC#G5MgL112G ssa�(.IU� CLEANED UPON REQUEST OF THE INSPECTOR. • ------ . lo, �, � s SGT ��,,, PROJECT S 17 . GON TACT ND SERVICE 'r A- ►�IALJEF r 1 -800-422-4133 AMAM::) ALL UTILITY CD - NIE5 AS REQUIRED, 2- WORk- JG DAYS PRIOR N21w Trete r TO EXCAVATIO . 44' >� �� BAWAN STREET SITE • (22' ' g 22 18 . THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED. ALL ONSITE IMPROVEMENTS COMPLETED , I �� HI AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE I 1 4•� I � REMOVED AND REPLACED AT THE DIRECTION OF THE CITY ENGINEER. I !/.., �'''' to 0231, MMUTY MAP NOT 70 SCALE collFif DoE ALK �'• � NOTICE +fie city sin Ex,y 6 601 /fV `it CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL mR�°��4s�o� � VARIES 0' 30VAPlEtj REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF - STREET SECTION WORK. BANYAN AVENUE 12 �e' /9.1 Iz' STA 49+84.14 TO STA 56+34.29 �' 9' 9' 9 9' 6 I 11 r-5cm PLA9 r PRIVATE ENGINEER ' S NOTICE TO CONTRACTOR T t - �O'0 - _ ' [[Yf[ [/vE7 I ,°mss DESCRIPTION o f REVISION - -- -- _ Z•� • b_ - _ 1APPROVED- - - 4 Imo~ LEVEL. DATE - t€ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES , DAYLIGHT '� CITY OF RANCHO CUCAMONGA R3: SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS . R�"`� moo' �n,.ir� �•5t,,,� ,Jr QK EXIST. GRt7. 3, �- - ' :, ''y; 2 ',► TO THE BEST SEARCH OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT L101t7-3 'Xe LL G¢°� %si6EG.LIWE- cYmt r e'CURB o►r�r .�' B�"EO .�� THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL moo' Qo' O '^ � PAYLIGHr PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHEP, cur-roc ftp error TITLE SHEET LIES OR STRUCTURES NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOP. HIGH SIM ,rr�n^��oc�-�"�"/�'� EXIST.GRD v�RISS &F?-AP I NG 't D- Ciel. A/! 90' THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . 'SA '-i2.00 .. 22 .; Cry''/SI- � TYPICAL SECTION CT I O N Low SIDE I ��1✓ 20- - _ �F��IN� CGuTRACT . NO o 13 - 3 - S7- 2 i N .T.S. ,P•J'G 16T`K� IMPROVEMENT PLANS SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR 70 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE f LE''E� `"`� ear��x2:, CE►CcCtQ P'ioUNT�s.I1J t71Q1�l1= ��,�HT APPROVED BY DATE �� RESPONSIBILITY JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION � _ I OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT ` S - - -- ,sT. creb. cI�4+� CITY ENGINEER RCE No . 7 THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO � � ✓� 12 2"X4�2W0, NO2 f �`' TCY�f � NORMAL WORKING HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY DESIGN MADOLE AND I ATES RECOMM ED AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL STREET SECTION � �, Na. 14614 fi 471 CONSULTING CIVIL ENG I NLERS LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF BANYAN AVENUE { 10.31-93 AND LAND PLANNERS Exp, Z WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE STA.39+46.07 TO STA.49+84.14 DRAWN 1620 E. 16th Street SHEET NEGLIGENCE OF THE OWNER OR THE ENGINEER. NOT TO SCALE SANTA ANA. CALIFORNIA 92701 �l9 CIv�� �`P ���/ �"4 PHONE 714 6352548 T 1 = 6.0 � _ �.o rf of cA��Fov� OF CHECKED RCE NO. 14A14 R- NG N0 . ATE 8- 1(0`88 FILE No 0;2, •P4 IN:)EX MXP FOR STREET PLANS - 510,70) PF s 135423 104 21-Map-88 00,,3Q1 Art / 110- 9C-12- 1 PF 15sq-2- 's fL Io/1- 0% 3zz►.a^, BENCH MARK m x.01 W �54.l04' !�'S3� •'32' C I TY OF RANCHO CUCAMONGA BENCH MARK NO. RI• �l�13.600 • T^Q • o.G ED IN SOUTH CURB RETURN. SOUTHEAST CORNER OF HAVEN AVENUE AND z>� �0 LO 0 PROPOSED TOP OF NORTH CURB WILSON AVENUE. 696 - 4: o M �, a;n o-, ELEVAT I ON a 1817,926 LO LO 1O N •o rn EXIST. GRD. • N. CURS 694 _ rn - ,D � rn o UT '- Lo \ - - - - 0- ^ �, - - �- � Ld93.+�' G.G . 2110' d 692 - o • 80oi - - - ' row - - -- - - - - - - - - -�- - -go - - - `% o°'. , _ + m _ �, c�(D _L - -Orn Vo rn - ' rv/ UDt0 - � 00 co a 2 to -0 . 8007 ' - _ - + m *N o� ��'- - - �- - - ? >1!iFl�►'S. r .1 ,rG • �\ LO 1a Lc) m -0 . 80 ` n LO o wvN w > PROPOSED GRD . ® C . L . 696 - �UD n non 0o � 0W - 686 EXIST. GRD. • C.L. VLO 0-to Cr+, O� WLOO S7^ et 694 - o �° --� _� +- - - -� o�\` o • Amo - 684 . 000% C\jo - - - ,o-- � .00 1 TIX ,es _ - '�' Cn o + CD 692 - lalc•/ - no . _ ,�_ - - - - - - - t � - o L - = ►3�1-4 k3 .28' G.� . -0 . 800% I'�lO \- o`o ` - - ` _ -00 Cv 'lop � 2 = �►.Gd o U U - rv/ LO - - - '� � OCC) m t�l� > 1�' VG• > : \ /- o ` � t LD �� ON •� 00 &001-5. w 4a.4x >�.r-7S' L- 0 . 800% 1�� N� _ ,- * - - - - - - - LC) + aD - I51 . 2� _ - O tO O l0 688 0 0 0 >.=a3.c.� >-=•41.37' '" -0 . 8 0 0 - �, PROPOSED TOP OF SOUTH CURB [T O G 7. 696 of - 8 rn 6 6 LUDO Cn ro n 0I L0 no N �� � Q \ � � �.t EXIST. GRD. • S. CUR 694 - � i 1° * rn In � d $ �� a rn �,- _ - -� ;° o 4C� ^ , d Inrn - 684 -0 . 800% � \ - - - - 'rim ' � + �' O 0 6 �o T , °1. L-- -44' _V614-1 L e-'7.77'- 692 - - r� $ o c 3 _ _ c->. . cy) UD 0 . 800% L° . �_ _ o N cu � LD LD 1 O LD LD _ _ - %-.)00 v � t0 \ 1 - ` 1• N 100 +CO �l -0 . 80 NLO - - O �04+� \ / - - - _ - - LD 688 686 PROFILE - 684 HORIZ 1 "= 40' VERT 1 "= 4' PLAN 1 "= 40' 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 fyoCONSTRUCTION NOTES : M CONST. 3 A.C. OVER 4 BASE 15 16 17 1 � , Sk z 18 19 20 21 22 23 1 O2 CONST. 8" CURB AND GUTTER PER CITY STD. 303 14 NQ, 1� 8 8 8 8 8 8 8 d� 24 �, �% •" O5 CONST. DRIVEWAY APPROACH PER CITY STD 305 •j N N W N N N `� (X=15', W- 16' ) INSTALL STREET LIGHT C5800 M � � 0 I LUMEN) WITH EXTENDED MAST Ls37.93 +�1 'I J 30. 1� ^� `� a'� f ��%vr O7 INSTALL STREET SIGN PER CITY STD. 401 wb' 17.59 75.00 75.00 715.00 75.00 75.00 70.00 64.00 27.28 L , T 9 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 310 L-90.96 1 Q- { ,N a^ „ O 13 STREET TREES 142.41 B y 40'r . I . r �U _ b'// `�CY,� O I'e�MO�IL Ig"� ��tfZ1Cl A - 1 QN 89 1 S'03 F- GG _ T O N 99 15 03 F- -1� ' \\ rri 1 3 .0��` a 4 5 �' 6 7 B 0 O=U^ E \\ �T ® 1 WGTA%L-1_ TW-ATTIC 151gM � CITY ,TD. 4-o7- e ,�o - 2 vrj'�(j N 11 �� �, (,Q-! S�N�Utifrl�iNE w�faq✓ / .t,�iN I \ . . I .. 1 - - (; e� ;6`Z X36 �. •� .STS 9s � -. 45 � fe ��� g.Q 80.12 72.00 ' v. 65.00 75.00 75.00 75.00 75.00 37.10 L- 4.11 - Q \ I �.'►2 + SEE G2ADING PLAN td8 8 + 8 8 8 t .C, PM EME2GEucy N M rl N Id r�� ^ 100 � � M M M M N 1i 2 COI�JDa+.c i OVCicrwW + lx� I 4 Cv - i � 10 8 7 12 " i 1l ll l FREDERICKSBURG AVE. SEE SHEET NO. 3 SEVEN P I NES D R I V E DESCRIPTION of REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA STREET PLAN & PROFILE CURVE DATA TRACT N0 . 13542 - 3 O DELTA RADIUS LENGTH TANGENT SEVEN PINES DRIVE 0 210000' 00" 38 . 00 139.28 141 .82 Q 15°00' 00" 112. 00 29.32 14 .75 APPROVED BY � ATE Q 11005' 21 " 482. 00 93 .29 46.79 0 13° 11 ' 51 " 500 .00 115. 17 57 .84 QR�,FE�sro,y� CITY ENGINEER RCE No . 2397 0 56057' 07" 58 .00 57 .77 38.35 ��Q�o �, �S 90 y DESIGN MADOLE AND ASSOCIATES RECOMMENDED O 44046' 25" 27 .00 21 . 10 11 . 12 J � N o 141<1 4 � ` ; ' CONSUL.T I NG CIVIL ENGINEERS A 3 8 AND LAND PLANNERS Q 92039' 16" 27 .00 43.66 28.28 ; - DRAWN 1820 E. 16th Street SHEET r,Q H 87047' 03" 27 .00 41 .37 25.98 jf of'c \F°��`p SANTA ANA. CALIFORNIA 92701 2 9 PHONE 7 4 835-2548 OF 0 07023, 10" 482 .00 62. 14 31 . 11 CHECKED RCE NO. 14814 DRAW NG NO . 090 41 ' 28" 500.00 84 .57 42.39 ATE 8-1 x-88 FILE No 30a •P• SEVEN PINES DR. - 710.701 PF : 135423 250 25-May-88 08:33 nM / 110-962- 1 BENCH MARK CITY OF RANCHO CUCAMONGA BENCH MARK NO. CD 82. CHISELED I N SOUTH CURB RETURN. 695 — a001t� tC) SOUTHEAST CORNER OF HAVEN AVENUE AND Q 0 + 6 L. 0� .� WILSON AVENUE. . & Swop + CU 0 0 0 + � to n � � �:- EXIST. GRD. • W. CURB 690 — N�° cu 00 N o(p� a r w El VAT 10N 10 17.926 �o cv + ren L m+ 685 — PROP . TOP OF CU1ON CD t' LY CURB CU 0 ' + O n n UD <'� + �t O 0 otCOn cwt 7 9. 0!" �,' c n 695 — 0 o o + rn o^ 1 ° — 675 orn oOCU� �rn ^^CD `° 5 N LO C11 LD 000 o co 0 t . C)w LO 690 — _ N LO ±CD c\j • ^� W — 670 NLO ±co 0N . 1r � �—EXIST. GRD. • C.L. \ _ CU t0 + CD MLO 685 — PROP . GRD . ® C . L . N�N � o + 00 \ 0 N L=•a-s.� fl�ar- tri'\/c. 0 aD u') '4'q a �� �� Q. a 0 �. + 6 ! t\ O DOy u 1n In — 695 — .- oQ lad o �Q ��, -► •J L,In 675 tD d V � LV ,00 +co QO m U ��� (\j LO CU l� p CO + N Div) ] O 690 — -o- _ Cu LD N o c;'Lt o 00 w o J — 670 OD L0 \ W LD + m EXIST. GRD. • E. CURB 685 — - _ w�a o — 665 N o + ao n PROP . TOP OF u n LD 1N' LY . CURB cu tO CD °J o tO — 675 9` W LO cu 670 PROFILE HORIZ 1 "= 40' 665 VERT 1 "= ' PLAN 1 "= 40' 20+00 21 +00 22+00 23+00 SCALE: 11- - 40' 77/ 7 06 CONSTRUCTION NOTES : 20 0II 0 (D CONST. 3"A .C. OVER 4" BASE LO8 10 I 1O � q + Q, O2 CONST. 8" CURB AND GUTTER PER CITY STD. 303 n U N D� C^i 125.00 + �1 O5 CONST. DRIVEWAY APPROACH PER CITY STD 305 (X=ffl!� .W= 15' ) 19 $ w 1 0 O INSTALL STREET LIGHT 05800 LUMEN) WITH EXTENDED MAST oo 1� ^ 2 7 INSTALL STREET SIGN PER CITY STD. 401 2>0+ oa T F Q 21 sr-./r-Q Q 2� ® i viov.L TwA,T'FIG 61g-kl pE-1P cT( 5TD. 40 Z • / O7 / L.�/E �4vEME� A141X/lf 125.00 6c''9! IL `iQ S/ �L/rNT /t�� -' 11 CONST. SIDEWALK AND RAMP PER CITY STD. 310 g (I O1 8 STREET TREES a 9 n M O^ 125.00 0 n cv 130.48 SEVEN PINES DRIVE SEE SHEET NO. 2 FREDER I CKSBURG AVENUE DESCRIPTION of REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA STREET PLAN a PROFILE CURVE DATA TRACT N0 . 13542 - 3 OD DELTA RADIUS LENGTH TANGENT O 16-56' 25" 500.00 147 .83 74 . 46 FREDER 1 CKSBURG AVE . 0 14017' 09" 482.00 120. 18 60. 40 APPROVED BY � ATE � g� Oc 14°43' 28" 518.00 133. 12 66. 93 O CITY ENGINEER RCE N0 .22397 /� DESIGN MADOLE AND ASSOCIATES RECOMM N ED 1�1e�►.►s, 5T. No ` ,L– CONSULT I NGNCIVIL P ENGINEERSAND "4 3 1 t S a Q 1�14� * DRAWN 1820 E. 16th Street SHEET NERS * E.v vp/ PtA� SANTA ANA. CALIFORNIA 92701 3 9 Q N O t.�-4'b7��W 23.013 �rti (iyN, ��P PHONE 1 835-2548 OF — (D "F C0,0Z CHECKED RCE NO. 14514 DRAWING NO . ATE 13D�B °P° FREDERICKSBURG AVE. - 7 [0.70) PF: 135423 251 25-May-88 02:24 PM / 110-962- 1 V.28 V rPAKT. IOD O.G z U vG (� NCH MARK 690 - �I�� > �p1.=�,.� ' �'� I� o.c. ' CL=.4Q.4.t') CD 4 O P7 w L�7'2.27' l(� 2>3 ,� \ V Q w c� c n ^ \N �/ CITT OF RANCHO CUCAMONGA BENCH MARK NO. C-CDKU coN f t` ` �. " -'`'- - '� Q I I 82. CHISELED IN SOUTH CURB RE TURN. - + + L=t=�s.33 685 N 3 CD ^ + O N t\ SOUTHEAST CORN of N AVENUE AND o . N o_G, _ In to rn (�I= Sao.�1d �Cu ►n �i.9 � U WILSON AVENUE. - 1, + a� �� 5. 0 o N� •morn 680OD a PROP. TOP OF E. CURB �' t � � N ELEVATION idt7,926 Iro' - �9 - - I , + Oa n �\ L=3�Io' �Cu (L=t1241� N � t N • Sppo �� s � em,o.c. _ orn LD EXIST GRD. �E CURB o.c• t_ U GrL.41 M ,9v, 4 m +o0 r\ Q �� �d C>. c_ CC) I- rn, , Ln -fv LQ uu > - t� , d-i� ►� _5 o Q1 rri cv N 690 ONN if w R �rnrn '�� �. U • OQp% - ' ��rn� p �� 1. L+tom= m CD Lry �' r��' ,o N N n? >>W LO6 > r\ �� - , Cu�M LD O. G . 685 - cv toy 0 + o co >ccl Cur �N ��`' Q1.N o r�i u , ; ; 0 o Ino UD P�3 54 a t0 CU O In ?/ �� + Ol F ON 01 to In \ _ L, O ro NCP ('�o p + CO d- a i .3 II-to t\ In 0i In �+ 0 - . r�� .� m Q LO CU(� • O O O �b ��• % CU 11-0 CU CU • OO CV to 0 �i - _ L� OM LD N +O N LO - to I� IA 'Q PROP . F S. C. L . 680 - - CU l0 d'In a Le CU to ._ o - 6 6 0 0j - - _ O ---o I-LOto r� + In - to� + 4 N �► i�c' 9• s - ��CCU NUN tn� �9 �i N� Inln� �t- - .tea row C'u ��±N n N = O I� Lc N to In 1-1. 2b _ _ ^cv�� d N = p% , n, O d- > U �, - 655 ,u'',u"� _ . ` o EXIST. GRD.0 Cl ? .'>��c r�to ; - 625 Uu Cum �o cv�-q w 5. 00 L•42 ,S _ , ©� U $ 1 U to LCL N N `, / O.G zt2 4 I' LC,) > -o-- > CU t0 -+ + 1; L00 01� p i• =G'30L 73 CJ1 L=G�'I.11 O.G• r'� •IC) n o.G . 690 - w - rn �o - 65 ^ \� �� 5• ooQ� - _ -620 ori NDN Int , , � , a ��td + In .N OCU Cu +)r7 J•L ra .07 tO cu _ o o N ,� r �. a cu l0CD --ao� _Lr).� o. � . o -•; .N r\ 9 w mrn �1 4 N n + dN 014- I- v _ , 6 85 - �, +aa ^ 0. + o U I�,QT 1 - v- rn o $ N `�rn r� U o - torn 42!t1 vc. •45 18:,A N 3 co O r� > �� 1''v, •In p + o .. tp O In CO ' �� CU CV + CU m I\ 117 In Ol - CU to O I CU O 1'I•_ .4g PI. 621.74 + ao rP.1.<<.�I. L��s. 1 0 O O o CU •to Z - �• ' O� e d- .� f\ �fi Ql CU tvo , L✓ K l�O m M + m CU o t- _ Nom ` ��oo wu cu cu LD + LD ocv � , °D •�- PROP. TOP OF W. CURB \ � �` - - _ _ _ "'tO 0110 w �} cn 680 - �- •tn N� -^660 ` to Lc) ru o oo rn 9 - r) �- L=ate.as - + d- + � Q � ,� � CU to O I\ L�2. OCU \ \ \ _ fi � ' SQ p, CU tD G]J .� �� Q� Q, o.G . t�CU \ . ^\ to N (U - 0 0D Q r c u +n V O UD In rn e\ �� C L-U .97 o G -cn In _ _ _ o EXIST. GRD W CUR CL-=eQ 41 >'a►v. t � cv ^c� +CIOO O 0) '4 �� �� O•G �j n to + \ M to � ,� a ,�¢ > Cu� - R m 6 25 9•,�l / Cu N +d 4 0 , `5' 000% LQ ll! a m Lc)�, J zilr ' _ v �, 2. o In rn '��. �� 550 000/ - + In + LO , d 620 _ Cu CU ��>. U �'�'� Ol r)N "4� Net-- Q Q + IQ O N > > - Cu , , �! r I = moo. L U0 rO� o + Q-m c w �, J , , r� d o t rtr tod vG o 0 �+ {� d-LD'I-to i\to ,N , n 0 - Ino 1� - 615 cv LD N rn + o OD M 1 =rp23.e4 + 0) C11 O 0) � � 2�o C\j LDUST) + � 4,NN W � - , _ _ , r�� N + N 69. N R' �u� � � Q C c � - UD + to 00 �•+ro Q ?a cu to On • _ PROFILE � 1� R � l� 0 R � + M �-cv to N . ^ 011- HOR I Z 1 "= 40' �1 v (V toLo U M ff)LOLO N L- 227 42 r - 655 VERT 1 4 � "? N - 625 O•G. _5• CU 0 N 000 PLAN 1 "= 40' 1a> i I I I 4- 650 1 I I 1 1 - 620 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31 +00 SHILOH COURT VICKSBURG COURT WME - 40' APPOMATOX COURT -2 BANYAN AVENUE J rcUrLHQ� PR T� 1-30542tz. I42 FT UUmn 1� 1'�rS4 fR iw. 2 771=UTLI1'em P1=1Q mm- N 6 7 $ n 8 $ $ $ $ $ n n X_ SEE SHEET NO i 5 n u- n "' "' 0 0 flr n I) vL 130.00 125.00 I) II �` 130.00 ^ m t25.00 1° II II 3 I 1� 0 13a.i 1 W IOE 1 t 12 IG' 18' Mrt � N 5�, �� O ' � � 8 •al 8� � � �• ( So, o E T 9 v G I z 7 Q Q � , 2,• aaro , � 2 14 (� 0 15 n ^ - K U- n $ r-\ N (3 0 I / J o 25 0 26 1� 0 32 I I II � i 1 V 22 �� V W + J►l ma\ ' I 4. !� w 1K�`+ 4- I Q„ I c 1 f / I I W A, to 1`IN1=��cc � rott¢r� I I d1 11 I G E .\` ` �l 26.00 110.00 Old 115.00) 110.00 001%lie- I 1 A I I 14 99.7 ear 1 14 F H 2 �U `� G to -- �V•eG� 11 2 ��� _ Id -- �,UO p�� 1 '"'. III Q , O .� - IF v e d 24 - Fl04-4 5? w _ d" 1 _ I � I ISI+�.O .a17�. 1JlT r +G 25 J 26.cGOA .N 27 2B 29 ,di Q� __ _ 30 C(J 4 � � "' UC 1) 2 rGF 31 iri gTOri -- - -- - - -- Q-- - - - - --- - a � S _ •I I (� T O P _56 II S � `f 0 p . . l Z 115.00 110.00 I 1j s IF- 43 t er cy 4 �m m a 6 0 f! i Ir � II � � 1 I � � II � � 6 II � II � 125• 49 ,48 n 8 � g 7 G 41 40 +t 33 ����� � I� II II � I � N I I V4- + $ 5, I II � 7 FREDER 1 CKSBURG AVENUE CONSTRUCTION NOTES : CONST. 3"A.C. OVER 4" BASE DESCRIPTION of REVISION DATE APPROVED O1 � O2 CONST. 8" CURB AND GUTTER PER CITY STD. 303 CITY OF RANCHO CUCAMONGA O3 CONST. CROSS GUTTER PER CITY STD. 308 O CONST. DRIVEWAY APPROACH PER CITY STD 305 TRACT NO . 13542 - 3 CURVE DATA INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST STREET PLAN a PROFILE DELTA RADIUS LENGTH TANGENT r�7 INSTALL STREET StGN PM SIN STD. 401 FREDERICKSBURG A08° 12' 54" 518 .00 74 . 27 37 .20 O 08° 12' 54" 500.00 71 .59 35.91 O8 INSTALL TRAFFIC SIGN PER CITY STD. 402 � 08012' 54" 482.00 69. 1 1 34 .61 APPROVED BY � DATE y ff,9 0 �R- l SfGN � LIMIT LIVE. W� PaVEM>✓NT MARKING) CITY ENGINEER RCE No . 7 0 05058' 52" 518.00 54 .07 27 .06 �� `'S o� 09° 36' 500.00 83 .86 42 .03 36 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 310 \�5��,TO 4,9 Fye DESIGN MADOLE A SSOC I ATES RECOM ENDED Q O 15°32' 43" 500.00 135 .66 68.25 13 cl STREET TREES � Q J' � CONSULTING CIVIL ENGINEERS a 3 I No 14e14 , AND LAND PLANNERS 0 01059' 19" 482. 00 16 .73 8.37 14 �N�T' ao ,.c B1:IQ;M � GiTY sro. 313 * EXp 3-'3t-89 * DRAWN 1820 E. 16th Street SHEET - SANTA ANA. CALIFORNIA 92701 4 9 O 1 1 ° 16' 48" 482. 00 94 .89 47 .50 s/ cw�� ,� PHONE 714 835-2548 OF Ot 09023' 55" 518 . 00 84 .97 42.58 qTf CHECKED _ RCE NO. 14814 DRAWING NO . ATE F3- 11a-88 FILE No / 3 po FEVgFFRFRFDCKF6N8BJRrv'.AVENUE- - 710.701PF: 13542 223 08-Jun-88 00:13 RM / 110-962 BENCH MARK CITY W RANCHO CUCAMONGA BENCH MARK NO. 92. CHISELED ' ' IN SOUTH CURB RETURN. SOUTHEAST CORNER OF HAVEN AVENUE AND r > ?� Q cool =�3U.27 W W 1 LSON AVENUE. _ X29 �' �, FTIMRF-Tar v� 8XVAT I ON 1017.926 a uDcnrn i[n N to 10 t r�i� rn - ^Cn N GU}CP� rn Onp� + O + p + pCJl �mM ISM L t[7 ILS IG p .b QN -n + 0n0M0n * O .`e O > N 00 +rn + 0+ �r0`°'n[n`�'""°'r'�°�r� � o oN + m 632 000 � N M + CJ) In CU U�tD��lL7 tD ig D M �[L7 PROP . TOP OF NORTH CURB �l � ' W tD�� "� oN T)LO 0 cu D cu �� - r' �o. 04400% -- 630 ff L slr�C�.O) (� O.G . 1�I -1020-S7 N + l� + LCA lD O.�ro > .; 4r>3� .*,I w o m 11)U3 — 628 EX I ST. GRD. • N. CURB o 3 �`� �� \ULWD � �p - ccv d'[n�° p w c, �Q' y� ao' Ql i(j m m ' m to N to I 2 >(� OZ > O I� O Tl.�1e� Tbi" _ p I =rd1�.s7 > \� \ 4 lV �` �1 + to W LC?t�. �1 Gu1e13 ��o� 0) m Co '4 '4 to cNi., 'I-N °lo lao�.�. p,. �2ar.ss. w '� N Wc � . }' f�'T'R X858624 — 10 �N i - mN O°' 0 0' •O N M � �� �� � �4 ma)F) nNm , rn _- ® _• o Oln ��rn S IN _ Nrn N t + _ o in rn r� - � [ cv o -LDcnN OCU + o • + Od� + O + O + Onw •[Lf �-d-t0 U)tO CU + + O CU CU - - - O CJlLc) O + 4rolU P7 t0 M Vco -- cU n622 — _ y - - - - _ _ _ N -- 4ZIc\J0L& - - - � � - - � p-q- Nor�tol LD U? � .�o o+ + o — 632 - Q�F9 Um �� �N +��N ���� , tnl� �lC to �l i �v -0 . 400% _ , > N �[nto Q f'fev� trx- of > In _ 620 — V �V VrM W 1f3CU ON + O �N 0LO .D. �'� T O N , O to Cu ; 0 0 . 400X 0 . 400% — 630 ow Lo Cu Otos +[OCUOLD D� ( — 628 ROP . F . S . • C . L . � �� �� I- •N + �-to[o � U $t -w ONt 0�nOm >> Q 001- �� �� °f° J P ` � O . It * cu �� rn �m + N on to 9�5 � � I T 624 — + cu m ON O� CU -ON I CU A� • - - - - C71CU -,r + r- 0cu p O (1)� old 0cn �—, - r N 0 L � .. � _ � in 6 2 2 4141 0 . 4 0 0 ` i ` _ _ 0 to ,n to I -0 . 400% 620 -- 1 \ EXIST. GRD. • S. ICURB I 4� I +1 i PROFILE —i i_L HORIZ 1 "= 40' VERT 1 "= 4' PLAN 1 "= 40' 49+00 50+00 51 +00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 z 4 17 3 CONSTRUCTION NOTES : �� � FREDER I CKSBURG AVENUE to't SEE SHEET N0. 4 CONST. 4 "A.C. OVER 5" BASE(rS^uYr�,.1 <o v a v D s Z15 CONST. 8" CURB AND GUTTER PER CITY STD. 303 ' r` - 34 33 6 32 31 30 4 8 w o 35 7 ^ la, r h S rn w c a tion i �� _ ra 0 Z • w w � t 0 iC I I U M I ( g � 12 ,L% 0 2 _ INSTALL STREET LIGHT [5800 LUMEN) WITH EXTENDED MAST w (� ♦ P�P- S.o. :d7 emawlOi' Go a' e ti y P12br X5.0 �+oo T7a10 �' / O INSTALL STREET SIGN PER CITY STD. 401 T1/7 _� —16"W 4G' _Q<I6r 14M G.G.Y�! PIpL►r.L� _ -- d OlS - - - ---- -- B ---F6si7-- 15-w16"W— ® N�TALL TKhffIG T`� ¢02 � � �' - � _� - � _ ��.— r L �� -/ '/�i!�L.:�N;�'L�N" vi' ,1.L}t/E.ltl�it/r/1/lq�/,�•, 44-• tv _ �- —5f _ - ��� _5�_ _ _ 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 310 '4, N Bol I S'17"f3j, _ O ;T &\W �i�"&\W f G�TfLL 1=EEt�E►e n+ I I/ / F� 12 CONST. 2" X 4" REDWOOD HEADER I C o 13 STREET TREES - - NOS.S13748' 13857 & 13858 A _ PER DWG.# 12? l 5HEE75 l4 15 7 + 1 �+ / / ++ � + � BANYAN AVENUE COLLECT012 DESCRIPTION of REVISION DATE 1APPROVED CITY OF RANCHO CUCAMONGA TRACT NO . 13542 -3 STREET PLAN a PROFILE BANYAN AVENUE CURVE DATA APPROVED BY DATEI' g O DELTA RADIUS LENGTH TANGENT k _`4 CITY ENGINEER — RCE No . 2/37 0 1 90003' 14" 35.00 55.01 35 . 03 %�►` '''" 41, DESIGN MADOLE AND ASSOC I ATES RECOM,NDED o Z iz G CONSULTING CIVIL ENGINEERS A 8 9 O 89055' 46" 35.00 54 .94 34.97 a� No 14814 AND LAND PLANNERS E,o 8_61-45ei DRAWN 1820 E. 16th Street SHEET VP JSL SANTA ANA. CALIFORNIA 92701 5 9 r,4 j clv�� r.P PHONE 71A 835-2548 OF CHECKED RCE NO. 14A14 DR WJNG NO . DATE 8-'1° -8a FILE No Ove •P• BANYAN AVE. - SHT. 1 REV. - 7 [0,70] PF: 13542 251 18-Jul-88 03:04 PM / 110-962- 1 BENCH MARK GITT OF RANCHO CUCAMONGA BENCH HARK NO. L = 13771 O.C. 82. CHISELED " " IN SOUTH CURB RETURN. SOUTHEAST CORNER OF HAVEN AVENUE AND O _ WILSON AVENUE. s o,� 9 0XVATI ON t o 17.926 634 — t�:::: p s S m L0 o0 n d' U 632 — UD 0)ro ooN cu ui VDLO + 0) UD 9 ti u -0 . 480% Od t.0 O CU p N +0 0'1 M m L0 0 0 r-) N\a) w � 630 - —0 . 835 ° *LD � 1D �LO --cv + �� 0O- + T4-LD cu14 1° o o PROP. N. EDGE OF PAVEMENT 0 to aQ � Cp W - x . 4439; -LLDD + 0-CD . 0— 0 0 11�CC U - QLD Cu + M ++ n O� 0P`) O 634 - ; Wq-- 0� m 1�' U � 1 . 071 % �� �� �N o� � ,_ — 624 4 + ^� o a� �;� 1 =�2�1. 1� > mac° °d°� rnN 632 — _�+ pro D� m 0 • --N O[n �� N W 9 � -0 . 400% I-LD 4 �- + 0 �� m 0 00 �� � - 622 -0 . 476 % - _ r��D-�_ oUD 0cU oN + rn �CD 0 . r)o � 630 — ~0 -8 7a%— — —— — la �`° d `°-���— _�Cu ±CO cc)+co o� O PROP F. S (9 C— 1-LD LLD 14- CU A � N- - 620 + LOto _ �LO _ - - - - -- o` - - - - - + 1- 0Ln 014- CU J -tom CO 0 . 00 CU cu EXIST. GRD. a C.L. - 1 . 07 ` - - - + r7 toN �ro o- 0 c 1 % o �Lo _ + cu _ �N - 624 OrkiI-LD - - cu I-LO - 0 . 400% - 622 620 PROFILE HOR I Z 1 "= 40' VERT 1 4' PLAN 1 "= 40' 38+00 39+00 40+ 00 41 +00 42+00 43+00 44+00 45+ 00 46+00 47+00 48+00 49+00 g r, m " 4 •cn ^ 10 to V o1 01 Up w d z w �• M0= z 9 W < N N. z 0 W . < —•w< 0 Dc b�tsT ve/w 12 N" + Ito .., A ! V v LO 39 _ 12 vL 'TIJRE GU1Qb ri `+ 1� F'uTi�12>� w-/w 52- - t� _ _ r l�xtST 1G" G.G.w.b. Prt�LltilE EX1�. G1�6r. t E - -- -- 4�- 44 { V.4 �L• L 1 t.LE— SEG• X119 12 -- 45 _ — 4I 47 OC r NB��(8'(7"E w ►v+w. _ FIEF��e LJ_tJ>= gip . LT 1�L1tii %46�. L+SIE s><c-2� Q W g1 y T. . BANYAN AVENUE CONSTRUCTION NOTES : DESCRIPTION of REVISION IDATE APPROVED to CONST. 4"A .C. OVER 5" BASE CITY OF RANCHO CUCAMONGAI O3 INSTALL GUIDE MARKERS PER CITY STD. 403 TRACT N13542-3 t�6 INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST STREET PLAN & PROFILE O REMOVE EXISTING BARRICADE BANYAN AVENUE 1�2 CURVE DATA CONST. 2" X 4" REDWOOD HEADER APPROVED By D A T E ridle U DELTA RADIUS LENGTH TANGENT �� X22. 7 ok kw CITY ENG I NEER RCE No . q Q 06'28' 03" 1220.00 137 .7 1 68. 93 � �5M` rn,� 1,40�1 ° DESIGN MADOLE AND ASSOCIATES RECOM E DED k o '` �� CONSULTING CIVIL ENGINEERS 8 O 06 37 53 1180 -00 136.57 68.36 No 14811 T Qc 06028, 031, 1200. 00 135.46 67.80 G,p a-at-aq * ERS DRAWN 1820 E.AND �16thAStreet SHEET O 060:37' 5.3'p 1200.00 138.8q 64.52 SANTA ANA. CALIFORNIA 92701 OF �4 c,u�� �P V1o�5L-- _ PHONE 714 835-2548 CHECKED RCE NO. 14814 DRAWING NO . PATE B- r(-88 FILE No 130 *Ps BANYAN AVENUE - SHEET 2 - 7 [0.70] PF : 13542 237 18-Jul-88 12:03 PM / 110-952- 1