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ES71MAM- OF OUAN -17-ILS /TEA/ DESCRIPTION U4NTI UNIT REMARKS E_ARING AND SITE PREPARATION LUMPSUY MOVALS 2 . EXCAVATION 8 GRADINGLUMP SUM L .S. SEE GRADING PLAN YEMENT 5, 350 -1q F 19TH STREET ST, 0.20' A.G. PAYEMENT 10. 409 RAMONA AVENUE 5 . CONST. 0.33' CLASS II AGGREGATE BASE in 4nq S .F . RAMONA AVENUE 6 . CONST . 8" A . C . DIKE 316 L .F . PER S70. 117 7 CONST. 12" P.C.C . CURB AND GUTTER 710 L .F . PER DETAIL SHEET 2 NST " P.C .C . CURB AND GUTTER 2, 778 L.F. PER STD. 116 RB_AND D - 10 T- 6" P.C.C. CUR8 ONLY 189 L .F. RETURNS 1CONST. P..C.C . SIDEWALK 22, 028 S .F . PER STD . 109 12 . CONST . P.0-.C . DRIVEWAY APRONS 1 , 368 S.F . PER STD.. 128 CONST. P.C.C . CROSS-GUTTER AND SPANDREL 1 , 109 S.F . PER STD. 119 14- N.51. B4RRJGAD L=20' 1 EACH PER STD . 305 SIRFFI ME I.P., c " -132 :::ft� PFR STD 3ol R 3n2 $&Lc CU-RE REMCVAL ' 755 ' L .F . IRAMCNA AVENUE "�--- 19TH STREET E Y OTHERS I EACH N . I.C. (SHEET 3) MOVE WATER VAULT (BY OTHERS) 1 EACH N .I.C. RELOCATE UTILITY POLES(BY OTHERS C . I / , 93 A0,11151 M NHOLES TO GRADE 5 EACH 15 _ A JUST CLEANOUT TO GRADE /6 A AGENT 56, 472 S.F. !7 2 !4 (SHEET 4) /9 LU 4 w w H ZO > cn a �O 21 GENERAL NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS ANO SPECIrICATIMM. CONTRACTOR 9SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. .� t. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. INDEX MAP 5 � 7 � _. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY W SCALE : 1 " = 100 ' DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON 8 THESE PLANS. 23 ^ It. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. J (SHEET 5) S. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE Of QUANTITIES. MIGNONETTE STREET I. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SUB-GRADE SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION .. DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT I .40 LU � LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. 99 38 37 �_ ZS (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. Y d1 (8) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. -11 IIF W � 29 .-.I � m rh ® 4RTTBR OF TRF SAR BERNA"TRU COUNTY-=V1 DEPAiK IIIENT FM REYtE1t A I(D EVkttJ l". A?PROVkt-rttt 3E ttV�X WHEIt A`Lt STRUCTURAct-&ECT 1ON RFQtttREMENTS W �#VE REE9 ICT. 4 27 28 = s :� ORPERMIT WILL CONSTRUCTIONEWIITHIINRED THEFSAANI THE SAN BERNARDINORCOUNTYOEASEM EASNTY EAD MENTS RIGHT-OF-WAYSNT , ANDI19TTHISTREET• OF RESPECTNIVEO�TATION PRIOR TO ANY ENCROACHMENT V ' 10. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY 3s HOLLY m } i APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. (SHEET 4) STREP I C94 D w 1 Q 33 32 31 30 Cr 19TH STREET I ! N TRACT 0 v� r SITE PATEL MAP NO. 1571 U cc cc TENT. TRACT ' 9224 1 ——— --1——-- `J CONSTRUCTION 8 .M. BENCH MARK r SPACIAL NOn FROM P'RTVATE ENGINE'E'R TO COM MACTOR W SET DR.NL. 1 .0' N. OF NW SAN BERNARDINO COUNTY B.M. NO. A-249 conditions during he course of aconstruction of this P oject,eincluding safety ofa 1 persons TENT TRACT Q CURB RETURN OF VICTORIA presponsibility p z 9109 UJ RAMONA AVENUE. CHIS. " ❑ " IN RUBBLE CURB RETURN ON S.E. and property; that this requirement shall apply continuously and not be limited to normal 4, CORNER 19TH AND RAMONA . _ working hours; and that the Contractor shall defend, indemnify and hold the Owner and o Q � ��f ESS/0 ELEVATION: 1419.67 the Engineer harmless from any and all liability, real Or alleged, in connection with the _ QQ B. � ELEVATION: 146227 performance of work on this Project, excepting for liability arising from the sole negli- S �.9 . ��ti ' Bence of the Owner or the Engineer. ti 01 Q 0 7 r*> AW� No. 44822 k B RCE Date- Q EXP.�.9 No. cc �Q F OF SCUFHERN PACIFIC R.R. PANS PRA;PARED UNDER SUPERYISIot1 of T . I S C H L D U L E I`lY F�EIo Boort REF. coUNTY of SAN aERNARp�Na IMPROVEMENT PLANS w. 0. N4. ASSOCIATED ENGINEERS rZ tea" ��"�' '�. '9TH STREET __ _ , - ROAD DEPARTMENT TRACT NO. 9352 -1 Roup No. RAMONA AVENUE )a4A � om• MIGNONETTE STREET 318 EAST "E" STREET De%,��o� Gin. �o�c zzVICINITY MAP +� �---- -� - �.zz�, !J•sign.d er f �� - r SAMES B- LI�h16E R.G.E• IJa 44622 TEAK WAY , 5 ��37o�s c AF'ti' 'OVE.�) 6Y ONTARIO CALIF. 91784 _, Ps�9 Sf,«} mss o Drown aC GENERAL NOTES , INDEX MAP p ,a an �t•ti FILE NO. SCALE'. 1 - 500 _P'REsrpr6�t- 714 - 986 5818 «NO QESi�N. SERv� S e40-s W.9--b STRr:E'r,LJPI&40,G.A �I I-M&P Ch•ck•d ey Q' �._ ASST ROAD COMMISSIONER-ENGR. DATE AND ESTIMATE OF QUANTITIES (goq)482-0284 �� C9o9)982-oar2� 047E 9-6'017 _ W �! R.G. E. a,04 DA7 L v ARK REVISIONS APPR DATE COUNTYN " R 3I SHEET 1 d 5 A, -5 z i 1 7 i,. . , _._,- 6._...,.._._...-_,_.._,..,,_,,.,._,.y..,_.....-I-1-1 .... . -I-.---..-.-.--.6. ...1.1-11-1--. .,. .. .. ,_...._---",.-1111. . ..-_.._ ,,.,,-. -'-.111...1 .. . . 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PAV'T - 2 Z 31- r N 0 0 __-____ ._.� rb ` • ""meq E 'JO5A ` -L" - W ` _ .Ye��ts•���y ------ -- - -..._ Z PER 5T0. - N 2 QW tj 2' - n - b a I ,^ W E ��}-� F- io.� - Nsrra' I�Mw_ >i• .Pass! - - I �6� �i a_ ; ATO & N & 30' S7" W 1? grA�.)usiY IM.N. TO G :'l� J� _ _ p TO GR�IDE - - T► aoc __ _ N _ a o A a '� ,ate �� �o ' / 1 ^ TYPICAL SECTION - TEAK WAY hi - N o t °9 ti° �,��� �h o P 1 I o u o 3o s� w 1 !0 b�' R I © I ; ti� d s - �G -----------hp CALE - - �, ti �, �, _. o,�q� p ,�v �v o -.f. _ I ., , _ a _ _, -- - ,va���s - - .PEHlaa ALL -- iiYS-► _/ 3' Q PER OT0A�A tiob . - I r' �r �`;'> tietiry---- .row o.� -II; - _ - - Y 5'� s o E �. V'`' j0� 1 I <"_ i N f % ��. i E!/IAIy�TU,5 - -��iPE.'✓JOs'E��G.f'. :: PER "1 7 .00 S3.00 3i . ► I / ASI 26.73. 1_ ;v - - Zti4 '-_" �-�� 4-- - - 9 2 r'- I z X12 A I / h lin 60.531 ----- �5. a , T. _- iza.s� q�% oo CONSTRUCTION NOTES �iW (I ra . "'I e . I I /Qlk 0-7-::7 CONST. A.C. PAVEMENT PER TYPICAL SECTION. � I Vr , 33' �)_CONST. 6" P.C.C. CURB 8 GUT'ER PER STD. 116. tv Q 0 I 1 &1 is, 1 I t°� In N N, jid ml* V U N e 4 3�. ----CONST. 8" P.C.C. CURB 8 GUTTER PER STD. 115. VI1 QID �►I� 6.s 6.5' �I� �� 4' , 5' v o 1 4.. -CONST. 8" P.C C.. CURB 8 GUTTER PER STATE DEPT. OF TRANSPORTATION 0 W ZaJ 28 tIw L� ,--w _I �'IU J ala 3O 'I I 4 a! 15 - 1G IT t8 STD . A2-8 . t�� • _ kI � RAM O NA /I,VEt�1UE y\ m 7�--CONST. P.C.C. SIDEWALK, TYPE "A" PER STD. 109 . (�Aoa) sera SHEET u s. 4 Vii SEE S1,4EET NSz. 2 • 8. CONST. P.C.C. SIDEWALK, TYPE "B" PER STD . 109. s • . NINETEENTH STREET a CONsr. P.C.C. SIDEWALK, TYPE "C" PER STD. J09. TEAK WAY_ . -_- --- -__--- -----_- __ --___.___--__ &. -CONST. f AMP PER STD. J J 0. 4`. 14 CONST. SIDEWALK TRANSITION `PER STD. 302. (Moo.) it DETAIL IFAS S14VET K ¢¢� l5 CONST. CONC. BLOCK WALL PER STD. 301 & 302 TO HEIGHT SHOWN ON PLAN. (Moo ) I.-IrI YES �4� ft 16. CONST. A.C. DIKE PER STD. 117. © CONSTRUCTION NOTES FOR STREET TREES I SCC �L.4iy 3 -32' a h 32 5 CO ST C ON NOTES' QUANTITIES �, BOTANICAL NAME RHUS LANCEA ' 17. CONST. 3"AC/4"AB PAVEMENT 2 505 SF COMMON NAME AFRICAN SUMAC O VARIES VARIES melds i' rwAmIx-s r.WiE.S 2 a SPACING 20' O.C_ SIZE 15 GAL Oee FLAW sera PLAu .�E�C:4.v 18• CONST, 6" CURB AND GUTTER PER STD. 104 166 LF I. ALL STREET TREES ARE TO BE PLANTED IN Q 19. CONST. SIDEWALK PER STD. 103 760 SF •S' ?A CONST. DRIVE APPROACH PER STD. 101-A 1,518 5F ACCORDANCE WITH CITY STANDARD PLANS - �~ 21. SAWCUT AND REMOVE EXIST. AC PAVEMENT AND BERM 2,288 SF 3. PRIOR TO THE COMMENCEMENT OF ANY PLANING, AN FEATuctr A.C. j1 pl - �+! AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO Ovea GXl7T• 22. INSTALL STREET TREES PER NOTES HEREON 5 EA � (� � � t �A��,p� BY.F � INSTALL STREET LIGHT 5800 LUMEN HPSV BY SCE. THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR I 1_1w d"�p BtOPE' a%f'T . - _ Ove-,- �r1N7` s�O ��� PAID FOR AND COORDINATED BY DEVELOPER. 1 Eq NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDM'TS, AS DETERMINED BY THE CITY INSPECTOR - --==-- �LbPEt9 _ - -- --- -- = -_ --- _----- I - 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND 3 _ ACCEPTANCE BY THE ENGINEERING DIVISION ------- -J 2t t MAX. � --- ---- --- ------ - - ------ *�:. :.yr. .r .� CUT EXIST. PAyEME1JT lb (,� l7'E•r'/S'T. P.�l,�".YJEiY7- � . �.. TO C-e " ,-V f'E•PT EDGE' w 1 CLEAN VERT EDGE 4 '� � � � � �QfESSlQN - I c+atvsr. o.. ws� ,o«,w�,h� - sy q� IMPROVEMENT PLANS No iY.�T/v�SO/L.S, Q cJ B. C ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO © �� �' gtic�� ST.,,`� ,PE7! �T«lrdv - ,,r4/i ROAD DEPARTMENT T - - � � , M �. TRACT NO. 9352 ti �c` $ *t �, 316 EAST E STREET r. .Q.rlots, =' - ® CONST. 45 rA.C. PAVEMENT ON NATIVE SO S, O. 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