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HomeMy WebLinkAbout641 _ { 40 rs C_ r i Rose !_ ine I I 1 (see sheet no 2)---- o I ' , Pepper Stie V61. - d _ I •• J S 1. • h Q, ( ��' BASELINE o q - o -- - .Ironwood 4 I Q X41 EX.6 XXL'jNpl�cT/VE COOP OETEG70R �E�OVE �X�ST. A.C.BERM. (;`rr V �I �� �\ 3�1 Q REL4C�4TE P.P. �Gu 1 SV4 �� /ns>�o///Z i�Z" L , `W-� �T**74729 � RELOcATE E sT. sr.PFFr s/�N � BENC/y /�A/P/� L/. T. S, B.M. No. ,Br-oo.Es ProoF.�c�s I �I\ � "o �! --:. � \ \ Ca�c/i •�OS//J �I ` I U' F---- ------- t4c a ^� '�V•�G ~ EX/ST- d'P-C.C. EAOIVALL Stanch arc/ BI-�'ss C.P /I7 P. C.C. inonum&1?1 a A fhe q) y� oI `I �1 �� A.C. CWA/V X 0 �h D \ I EX TE/VO .te•C-B. PER G1�-TA/LS &,Fz0 / Q S. E. corner• o�,Baste/ins ar�oi �4/errnosa Ave. CZ `•'I �` • �,I � I �_ TRAFF/� S�iVAL E/e% = I3ZZ. ZCo c air�/P01i/DEA S I -�X.PULL BOX o,PEM,w � o - CO/ 457 PUCT/pN BENCh! MA RAI - v , L a k O A/. of o d Al w 6 r•�/u n o C Sao/ T c % n cur r q 4" h a _ A�! E/w. - 1279.�5 �t :I TiPAFFIC .5/G/VA'L To BE (� �, 4 • -� (j) .P�Lo ATEO 45OrA Ete Brass G'�,O fad ¢t /nf�r-sic/ion Sas�hrl� /�wEn �'L-Y7$f �OC'G �pW _ ,�• �I 3 v TfJE NEiV LOMAT/O/V SNAG �/oCr S�cfio Z ,BE _5'_50U TN OF EX/ST. A��rv�• _ "A ' 'A I Z PULL-BOX ¢'KiEST LcIGY - /32/. B/ I G-41.16 ,PET DATA Z I Gtc NEW ewA-e AGuTTE.e . _ (SEE GENE?AL NOTE�j7 j 7-0 p' . •• •• C .. ;3 ,,I T- /s o7 GENERAL NOTES - Polo Afto Sri oot(see slit no 6,) Z i �• 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AMID THE STANDARD SPECIFICATIONS OF THE CC7UN'I'Y OF 1 I SAN BIMNARDINO. ODNTRACICR SITAR, BE FAMILIAR WITH I, AND BE RESPONSIBLE FOR ADIII'RANCE TO TfTFSE STANDARD SPECIFICATIONS. 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 & 303A SHALL BE OONSTRU= AT EACH INTERSECTION. INDEX MA P - EX,sf g X3 3. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONY OR PUVM,, POLES, WATER METERS, VALVES, HYDRANTS, e'.o " 1 I ir�fo ETC. SHOWN OR NOT SI1DI1'N ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT AREAS WHERE ERE } �� s r EXisf 8"oc'o. exis /PC. IMPROMIIENT WORK IS TO BE DONE SHALL BE MIOVED OR RELOCATED AS RFf,IUIRED AT NO COST TO THE SAN BERNARDINO Scale: / 200 h'ea'o'r/va//--' wi/h /2" OC[JNI1' ROAD DEDAR7h'IF�VT. iPo�no✓� r`o�o r' �- ._L.� Gb�/s or iPcin� sccfi n 'B"8" .S�cB/ a /2"O•c' 4.• THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS, PAVING REPAIR AND PAVING REPLACIlVENT IN 03NNECTION WITH SUBDIVISION SEWER AMID WATER LINE INSTALLATIONS WILL � THE RESPONSIBILITY OF THE Ok4NI R., AND SHALL BE Lone'/iro/iiaa ACCGIPLISHED IN CGfPLIANCE WIT11 CaJIM ORDINANCES. • • _ • rb1Z51A 8"p,CC. Curb Simi%arr- #S Bars ,Qc.-mss -��� I W , 5. WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS, OOb'1PLETE DRIVEWAY O3N=CTION WILL BE RDQ(TIRED IN AC_ • 2 Consf �Xfcnsion pf CORDANCR WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO. 128 AND RELATED SPECIFICATION, L fo Sfc� /1/0. //5 efyoiC e o" Exist /P.�B AVY 7 6. ANY CONTRA= PERFOIi rm WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL. 8E SOLII,Y RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FR(11 HIS OPERATIONS st • 90 e C'Omaac�o/nafiv� so/•/ •`� WI�TF.R OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS, - till2 "ryp_' _ 7. SHADING ON STREET PLANS INDICATES A.C. PAV99NT TO BE INSTAT=. 14 w � ¢ o� #�8a� /B� .? 8. A PERMIT WILL BE RBWIRED FR(11 THE SAN BERNARDINO COUNTY ROAD DEPARTh'fF�]T PRIOR ZO ANY ENCROACHhI VT OR 84TH lN.4Y5' x - cL.ass '23 SECT/ON A ^" A �! OONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASFFITNIS OR RT617'S-OF-WAY, COn/C.PETE •' '• - � i " =2" Race'�`-�Firs 9�`�•• �Pemo vc exisf A/r- � •- - . . 9. I�QAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. /2"O C.t' B/owr� /Yio�/`ar Chane , fo • '• '. • O .' . . ' 10. ADEQUATE STAKES SHAD BE SF'T BY THE ENGINEER 'IO ENABLE THE QDIv'TRACZOR TO CONSTRUCT THE WORK OF THE PLAN f GRADES. • . . . • , ' ,P��nove' To� o/' of�C B •A 11. SUB-GRADE STAKES, DRIVEN M THE PAVREENT SUB-GRADE ELEVATION, MAIL BE SET BY THE CONTRAUI OR ENGINEER. 4. THE STAKES SHALL BE SET AT ALL HINGE, EDGE OF PAV3fENT AND CROj'N POINTS WITHIN 0.01 FOOT OF SUB-GRADE EC '= " N ' p .P�co/lsfrucf /Ylorfar k 1 ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS, ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERTICAL S TIO D D �1 CURVE AREAS. SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO PM1IT SPOT CHECKING OF SUBGRADE BY < S Omr/ nro sc a L mesio's � f W,-/ . . 'B '. , N INSPI,=ION PERSONNEL. •�..� �.� ') Chan p^' .sc f/ori fo cx/s /i/q � . Ate' c� -¢pper//rls Ni 1 Ex�sf 8X3 I O ra f�do�zoida/s�cfYon 12. ALL GAS, MIER AND WATER MAINS AND LA'IERAI�S SNAIL BE OONSTRUCTED 1b EACH INDIVIDUAL IDT, PRIOR ZD PAVING. Ill O ..1' C.B. .1 O� p�L7 �2 I• I• _ N " . / P D 13. COMPACTION TESTS OF EMBANKMENT' CONSTRUCTION, TRFMI BACKFILL, MIIPACTING ORIGINAL GROUND, AND ALL N _ .3.0/ - !% - . . l��• T�_... SUB-GRADES SNAIL BE PEIi.FOR�TID AT NO DOST TO SAN BFRNARDINO COUNTY. A WRITTEN REPORT WITH THESE COM- . _ -�- n r`f'?T�•�<`� v : • r/�r=r/r:- _ .. . , - - - •` -,�/_�,�_ �•m PACTION TESTS SHALL BE SUBMITTED TO TILE CONTRACTS ADMINISTRATION DIVISION OF THE COUNTY ROAD DEPART- - r ndG �(� w,,• MENT FOR APPROVAL, PRIOR TO PL:ACIIUIF, 7 OF BASE MATERIALS AND/OR SURFACING. Lhanne/ G� •., - Base C/ne Avenue 14, AT OCA�IPLZ'TION OF PAVING, A MATERIALS REPORT SHALL BE SUBA4ITTID ZD THE CbNTRACTS ENGINEER OF THE C�sf Cufi�{� ,pc- B. Exfsr�sio/-/. SAN BERNARDINO COUNTY ROAD DEPART U1 NT LISPING ALL TEST'S OR DETF.fi UNATIONS COAiPI:I•,,= TO VERIFY: Co»s .PC B. Exfcr/s ion (A) R-VALVE SIEVE ANALYSIS AND SAND I I I DQtJIVAIENT OF AGGREGATE BASES. wiffi 'i9 I I Exlsf A/r B/awn rN /Y/orfa� C/�aone/ (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. � 4 3 I 2 SE-CT/O/V "C""-"C //z:/ `/ 1 15. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- Z_ UB- GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN I ,MALE /•'-4' LE = /"=4' s/�� THE NATIVE MATERIAL A I I SOIL STE � + I RILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. I y SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FULL PAVEMENT J WIDTH PRIOR TO PAVING . PLAN VIEW I EXTENDED C. B. � �S�rIL.�LLI12-2T�1J-eT1�ATT lT TT /T T•T T 1TlT� MATERIA-L" i�n T �L��'1 1 11 1. r 1 L V r" Tn.T A T/f TRT/)tT F PEFT9N 040 Till, SAN BI�RNARPINE) STiiue- T n r T Tr T-�rr MFT.- S , -' , rAVF, z7FFN MFT..- -___- do 0 I 17• EXISTING INDUCTIVE LOOP DETECTORS FEET SHALL BE PROTECTED IN PLACE . THE COUNTY SHALL dE I ea/ss sr. CONTACTED WHEN ANY WORK IS PERFORMED THAT COULD DISTURB THE LOOPS OR LLOAD-INS, ; a 5 4 EXISTING TRAFFIC SIGNAL TO BE RELOCATED BY COUNTY OF SAN BERNARDINO. IT SHALL BE THE s T CONTRACTOR' S RESPONSIBILITY TO COORDINATE WITH THE COUNTY, THE CONSTRUCTION OF IMPROVE- TI SCNEDUL ;:- r MENTS AND THE TRAFFIC SIGNAL RELOCATION WORK AS SHOWN. WORK TO BE PERFORMED BY COUNTY Csndi�wwod . b i OF SAN BERNARDINO IS AS FOLLOWS: CONSTRUCT CONCRETE TRAFFIC SIGNAL BASE; INSTALL CON- _&n . .. _&n s --- w' BASE L/A/E" _ '7.5 , DUIT; RELOCATE EXISTING TRAFFIC SIGNAL POLE WITH MAST ARM; INSTALL WIRING AND COMPLETE OTHER RELATED WORK TO MAKE TRAFFIC SIGNAL SYSTEM OPERABLE. THE DEVELOPER SMALL REIMBuesc- i IiP�/Ut ��'0 ST 5 THE COUNTY FOR ALL TRAFFIC SICRNAL WORK PERFORMED BY THE COUNTY. � C = MAP/A/E AVE. (Cu/de&c) El.5 I Ak/rme�Sr. MAPIAVE AVE: 5 0 1 - 1 MESADA ST. 5.0 PALO AZ- 7-0 ST. = 5.O 744 i 3 PEPPE e S T. 4.5 SAGO COURT ¢5 _ - - s V/ / /T Y C N MAP s . P9382 Scale.• /"= 500' � = y a o G INDEX MA GENERAL NOTES 2' 11 ., Added lo�Orofn Oc�oi'/ -. s v O De%fC�Gcn.No1�'E/6Add",7.'/. M.7•r7 . -Dwc- ` o. 01 X-77f ESTIMATE OF QUANTITIES 7_344 _ e T V , W Q► O Q 1.320 L ' p Q �9 t4 h EX/51`" TO/o 4F 66 O (711p 40616,01& Qj Ilk � v Q Pvr Ri�HroF� c�' �'S• �5 83' + _ C .0 R�fiir.► p F t o � hM m W pti � IVU.t 0 " � � 1320 R/CHT ° � � � % fi a � ° m p � 0 �► � NN � h !} xtk \ �Qo♦!o \ ` ' Ci ♦ '� Qc k � � CRO S S-CUTTER' b• � � ti b �_ _. --- —_ _ -o.50� � W t N � ,. �_ `'-/f/f►TURAL f�ROU.t/� j 7-op07d X- 4.e.Dike 2 '/ O 2 3 4 5 6 7 V Q CONSI"RUCT/O/V NOTED h D Con5XruCf 8"PCC. Curb and OZ/Ile,--per 5.6 Co. Std. //5. 2 ConstrucfCl�SAsPhn/tic Cor�crete,oc�✓emer»� �e ZO - 11K vpie do �SPS. Co. 5fd. //9 ��22� UCO,1761,ra01 4PC.C. V 1,-Ye wa/k, "Type A "per Si3. Ca 5fo! /09�Ood.) � l�fi �Remove a// trees wi>hirr road r--,ghl-of- w4�/. EX/ST/!UO PAVEMENT'-- - �� h 10 l�Pc/rVae ex/sr1t7_q AC. Oi!!e as requlreod ,by 5.B.Cour>>7jBASE , L/NEZs a �,v ti v w . yokrConc. B/ock �t/a►// M 30I k� �` 3 aoo�� ,6 ^ � � z � � �:�'t� Wrs/�rwo.1-o , , jTANK ¢1 �'�' ' � O N4v 9/.T9' SO.O 6 .00' 66.00' 6 7 50' /0900' 4/.e4"-ONS7. 6W4L L �. 1 � - S/ Consf e,0 1ro-PE.P-IP7-D. ZAW5.302 -- � �� AW,c / 78 R 77 �� 76 75 ��74 73 AQP " 1 0 N� ooQ u�q', 0.5' Z Zj k a # GD-��p � V W NO. 30/ ANO LANOSc'A�E PLfJSV CU 2O "f , V V� + • I f ;. I^ s.l�I• � � �0C CONST. �oCO/vC � � � i Tt�i 30 30 OETi4/G A T j AND LANDS(f'APE PLAN V EXisTi�vy Sh��f No. 3 � � O,PAlN MARL E' A VA"/VUE v cNAN�EL OET�1/L — NA VE'N A VENUE C. BL OC/<' INAL L di C nvo 2 ki E /B#/NCr R/CyHT OF W�1 Y v k y, 3 . I N .......... AI- MEQEFZ CDNS ESP � SL.J�1R/ES O.�;TO t.?47; S.G.�,rT j � 5L. / • / t . ..,.�•.•.• • 5.8. CO. sT� 'x.30/ �i°E302. CAP --EX/5T/TVG P�1t�EMENT :•~ a ..F/LL-"-• � - - - . FIELD BOOK REF. COUNTY OF SAN BERNARDINO PLOT PLAN INDEX TYp/CAL SECT/ON • � � - IMPROVEMENT PLANS BASE L WE ROAD DEPARTMENT TRACT N0. 9382 ROAD NO. STA. 000 TO STA. t � �� 4 � , Y DESIGNED rr APPROVED BY EASE LINE o�awN .Y S• t x{•11 LIMITS ��TONER=ER�If. MUE RECOMMENDED NY STA. 0+00 TO STA. 6+61. 55 •N • ��/���� 14 1 ? ' /744cd�PProvcdSiSr.�G�uI^�J/S lor7 0.7.7 RECOMMENDED SY � ¢ MARK REVISIONS APPR DATED SIG j u ENGINEER DATE SHEET 2 of 6 � h Nat�rd/Groun4'a�/8'Left ;z7� NZ M o•ao/o fo.57 oN �/ d=89.88 ON CURIE' Aoo' rrc. N o Q� r &6,,oura/Ground at25' 1e1*t cuRv� 4a.9 f-' 64. 9 4 Top of Curb of/8'Lef ►�J N�a k` � K /�zCa�b Top of�urb at/8'Le1'f K41 4' V e V� �V� �g•t/o% ` C V � Cur/. U � O � fO.Gd sfo b� 0� \ /300 LEFT a �� Nay/gra/G�oUr�d J M V,� o /3/0 LEFT b -o.Gob�o W � ti m° C af25Le�t � � o s � e N m N � v Natvra/��roUr7d a/ a N ^ o �9a, o moo, ;o �f �, ►; Top afcUrb at/B'Left o a o NatClra/ &-OUr7d of 43 , VC T0,0 Of PaV&M&171 Top ofp�er/t , U�. N of �/atura/GroUndat lo° a°' �� v . � � D j +t /% \ •� v P 4 �? Q ,�a Go% 1.89 J n \ /300 �C310 o ` �°�' a J J 711 N NJ Ndtura/Gr-01117,Y,5'1 /S'Ri hf Too o>�po�ecnet/� ° M ti �ti ap CU/?ve o� � o ° � 9 � vo ° /1/c7fUralGroc//7d c�fZS'�Qi hf � on/ yz e �9.87'o�v cu�?tfE N N /°1• NV Z Qr- � y � N Z p ti .� ti ° ° 'mac. 'Z•t h ti ° TOP Of'Curb of/8� hf �_ �a.93 aa. 94 O 50 �•G h e4 4 %4 4 N � � ° a t % Curh 'Fe/ vt v o Top of Curb�t /8 iQi h7` ?125'�WIA. o 9 Flow I ir/e o,� h 00 00 v 1300 RIGHT ti " , +��o�° /6 C.F) v U 1310 RIGHT ¢ 'l° N � U Cross Guar v y�1 �tifl V 0 O j T4 O�'CUrb 8f�, O M H h a V 0 1-0 Pb�f:on of P �ti $� i ti Mm o 89.88•v o so, C &01 VC Curb�fvrh ' C - 4 ; .+ ; 0 / 2 3 - 4 5 6 O 1 2 3 6D' a -41 78 P 74 144 f1 + 7 6 5 4 3 x 2 / ,� $ L� Q 77 76 '75 rrA,, G U p x o 3 173 IF 0540' 65.30' 6507' X5.00' 6S OO' 105.000' 50.00 1• �,� S0.DO" 66.00 6L.00 1T. 9T 3 • • � � _ /• 2 ��� ty� .5' �e��wa/k N �i ��A 4`Q �, ;� 09'�° h � � � . B n'� *' o _ MA R l NE AVENUE Trans✓ .o� ,o �, 3 +f. _ i _ t _ o PEPPER ST_REE T I ��;� m Si No•3d 2 / P c• 5 Q v� N 0'02'05'E 3^1� 0�' W ceowni .vE�►� _ ef � o? :I �L:ne N N89 S7'SS M/ �' � = - C4i 0 y �. \ 0 N ���rcN ICrown Une, 72 � 6500, 6500" 65.00' 9/.00' 1 ss• hp ri ,� # �0 50.00 66.00' 63.00• ,/0.97 I �� s � •'�' ---� •3ses� _ .� � �ofl�,,bz Off, GZ (� c Q 71 62 63 64 65 66 W h 78c 67 6B 69 c �� y A ` a ��o,�c, c, See of Left �'� TA ' See Sheet No. 4 o q� o i A N O 66 70 See Sheet No. 2 CDN=CTTON NUM: f See at Ri9h ` Construct 6" P.C.C. Curb & Gutter per S. B. County Std. 176. Construct o.20 Asphaltic Concrete Pavanent. _ FF 30. Construct P.C.C. Cross Cutter and Spandrels r S. B. Chun Std. .r per County '° 119. �Y , Construct 4" P.C.C. Sidewalk, "'Type B" per S. B. County Std. 109. ! 60. 00' 50.00' 5. Construct P.C.C. Sidewalk Ramp per S. B. County Std. 110. 25.00' ?5.00 „ O Cons�rucf 4 P.C.C. Sidewalk, "Type C" per S.B. County S}d. 109. /7.00' /6-00 /6-00, /Z.00' 7.0' /8.00' /8.00' 7.0' /•5' /0.50' /Z.50' 5.50' 5.50' /Z 50' /0.50' /.5' 0.50' �..5 /Z 50' 5.50' 5.50' /2.50' X0.5' 0.50' CURE DATA 4.00' 6.00' 0 16 R T L A 90'00'00" 20.00' 20.00' 3/.42' o d c p 0 0 6 se'4G'23" 60.00' 2/.09' 40.57' ° Leve/ O � 0 Leve/ C 25T2�'46" 44.oo' I79.?S' 5L.% SL.�"/' Line G"C.F. / O 9a�/6'aa" 20.00' 2/•55' 92.9/' 0 30% 5 85'43 /�0" W.00' /8.5(0' ;?9.1901 6 t �y Z Z 6 / Q 5treef / �5froet / FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS PLOT PLAN INDEX ROAD DEPARTMENT �. � � �._ TRACT NO. 9382 ROAD N0. . MAR�IVE A vE/VL/E �EOPEie S TREET [£ '[[r MARINE AVENUE rwME � APPROVED BY TY�/C.4L SECT/0lV TYi�/C.4 L SECT/ON - �� STA 0+00 TO STA. 6+28.32 LIMITS '�� . €: • % . - CHECKED .Y a � ��T' � � -��. �"T . 0 0 O T . 40 T . zS7;4• Z3. . 7 7.77 RECOMMENDED BY PEPPER STREET j46, log 7344 MARK REVISIONS APPR DATE ----mIEF DESIGN ENGINEER G DATE STA. OtOO TO STA. 3t 22.55 SHEET 3 of f 3 �Vat�ra/ Grouted at �D 'le�� - Natures/li/-ou/�d at�0'Left R. a � � t•oa9y° ofCUfb at To 0/Curb at Cur ro V 6 N J N J 1285 LEFT h � e u W rf 1 4. 95 LEFT M n ° b IG o a^ tg.0 p..110 V tO-40 J x i1 P % t C .; a P Natures/Ground at n N vi h /oo' vC ,0101• Too o/pa,1ernen fat Q o +< f-00% Top of aatrer17enrRi of e st Q n Q O.&0 e �O o � v a v .t 0.745% v__. v �� � o 1113 I2V 5 G 4 J y�i/o r1 y O V N t� (1 111 � 0 n ► �+ ° v r 1 ti '; o y 1295 L� �!/atural Ground of 301 'le, 1'717'- (4 ^'Y Nafure/Groundaf/8 'Left e o ° .3o ° c "i A /DO' 1/C '� '� f C. ofCross ,00 a h h Gu/ter a t.00°/° e Too ofcurb �r/8 ri�yt�f •c . o.�o /o \ J FL. of Cro55 o r ti ('B C.F� ; Gine/' Q ti .0.&4% o �0_/._ o� o �i --------------------- 1285 RIGHT ; 3: P o W n Topa 'curbat�' 0- ti 4' .� J M V) 11 h d V b 0 V // i; K h i % v, 9 4' a 1295 RIGHT 00 41 o. 4I h � b 1. /00 V..G Pv /010'V C. slr2.S.j F Curb e urn y. C.r . 0� s� s i / 2 3 4 5 6 7 8 _ 9 /0 �L0 C CANS nmrION NODS: �►� � 6� �s � 0 8� CU,4/3 DA T.4 , cis T L CO/75f"rUG t Barricade ��-8 5ecti°rn5) tr .a o°0101'0101" - 1. Construct 8" P.C.C. Curb & Cutter per S. B, County Std. 115. o ` per S.B. Count Std. 305 L� 9 20 00 20,00' 3/.42 I // U' ) CO,\ L 8 q / 2. Construct 0.25 Asphaltic Concrete Pavanent• v`� 'Ssh O - �Z'ZO (o .F� 20.00 35-97' 42.53 8 X03 �8 39� C 82'09'45" 20.00' /744' 28.68" � i 9 9B.S � !1 D ¢' 3. Construct P.C.C. Cross Cutter and Spandrels per S. B. County Std, o , End g9 ?L p5,09 S 28 .5 A O 119. s 49E d 11+ . (� 1 ` ' •. 82.65 - E 35°5 '05" 298.00' 96.69' /86.99' �' ` I � '_ � n 1 ' / e3.GoTe //°S ,oa„ � 4. Construct 4" P.C.C. Sidewalk 'Type B" per S. B. County Std. 109. F a 298.00 3/.O6 ro/90 , 1 a ,t- '' 23°58'.53" /25.00' 26.55' 52.32 / 5. Construct P.C.C. Sidewalk , Ramp per S. B. Co.CbStd. 110. // P� 1, Apo C'�shzee 4"P•C.C. 5'id4w,,4 -;50-/1"�o�r SB,C'A ly ✓/'71W/09 / ` ✓ 85°43'/(01" 20.00` /8.510` 29.92' O V v { 0 ry1j � ��ri��o�d,5'y.� J 98.1! /•; '` � ., I 91.88 .7r 5 /> �� `� O ��' (E��O 98.31 TL 9) 4 6 97 Kj GyQO h 444;7 \/ 5+� 6 9/ xtp/0, lee /3 94707 �ti' ti 60 DO' 14 00 Std 66 FFj' o xis U 'IS 11 �m C �o.00� 30.0101' \ ONS�I'�z ,oq2 62 © /r.00' 0101' /z.0101' Or 931 .0 92.5 7 8B �o� a ��h '1: v S� /0.50' 6.50' 650' /2.50' /0.50' `I gyp' 9.6. y1.1 ? 2 L' o �eo�es�3. �.2a� X6.26 F I6.h0 a ti o M /? R- s/ Ta/Q9 `260.0p- - Tt/66 209.-23'-- 9 fl`_ 9S `6 001 C '� Sq.I Z I 3.0 /• 60.00 SQ- E CIOWn Tirnsifids• 3 66 �T' �3 � / / 3 30.00' 30.00' 60 /Z.00 /8.00' /600' /Z 00' 6795, N /0.50' /Z.50' 5.50' 5.50' /0.60' 10-50, tV 25 I�POJV YV000 STiP��T �.: ►.i _ { 49 a • TY�/C.4L SEC T/D/V 00 2( f 010 o ! o d o ��€�. . 50 g� SA�a Cou,PT STA. 7108.a8 ro STA. //f 03.68 Leve/ 41;,7e ^a' See Sheet No. 5 -� 4 FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS PLOT PLAN INDEX 2O�°-- � , ti ROAD DEPARTMENT TRACT N0. 9382 t Street 4 u.. ,i. DESIGNED BY APPROVED BY M E S A D A STREET ROAD N . ` '. I } e: ' ' t ♦ LIMITS WNIMISSIONERMS"SADA STh��'�'T ' DRAWN NY s•14.1-1 STA. O 00 TO STA.Q• T. - IRONWOOD STREET o. T YP/CAL SEC T/D/V Ad���1,9po►,-ov��i�^uc u�q/s�fion 01.7.77 RECOMMENDED BY STA. 6+75. 14 TO STA. 11 +03.68 S jA• /f.50 TD S A, St.50 734 MARK REVISIONS APPR DATE DESIGN I I DATE SHEET 4 of ro /00.2(0 .Orr Carve t¢5 G 5' On Cu/-rre SB, a 5B n Curve YZd 82.36 on 64oVVe e-vo'oo'aa' 62.83' A-90060,00" 62.83' Top of Curb ev /8' CeF'f�G"Cf� o X .t. �; Naturd/ Ground at25'LeFf � IrZ, °n 0• a Curb Ret. m O N ` ib ,a tiao /300 LEFT N � OZ, WN 1,q 3/vav v �v uN /G % ►� , O O N V a CQS°VE I\ cip �-� a b Portion a�/G4.'I' (/.C. Too o 'C� 6 of/8 teff l� CFS NZ -49.98'(It /00 3/.42' tj W Too of pweme/7t 257/ N. u �o �" 1l/�turd/�rour�4'at +. i 2 b o � � m 5Z % � O W N� �:� #2• cc1 00 M O o p �, o W a • � M O C V O g ti 0 �� Oo O �Ovj /280 LEFT �f �; ° Tb 1300 k-4� li N V � ` �h ,r Z,/G /O V1 ^ O � � Fhb► 40,vc '/z 4 dL 3G On Curve a PW Top of Curb of /8' Ri9h t��"CFS M � , o�pJ ^ soti b a^ �► `1► a0 p p a `s � ^ ^ �I/atUral Gror ml at s',Qi9ht o �� To o{ avement�t .a o P yO U1 O y(.d 4'/° v � Qj ab � N \3 ON ern QOoi ?B. B 6 ' Nv Oh � ^ p p /280 Nafura/6rounc1 of 25 R60t N' S i V m l�rtio/7 O� /300 RIGHT �urb�et. W O w ~ � o. o � G2.831/.� � � ^ v ►.u� vv o � Z.13°.b . �� V v � r ��• ;�. O v� ^� ti Portion o{ /G 4.72`I/C. 0 �:� aO � � o OtW o•wo•�� a � f9ighl "CF' ; 2 -7o% y/4z' a ti /280 RIGHT _ —E-�b 2 3 4 5 6 7 0 / 2 3 4 K� tia e ' ?� -rroct Boundary V r ,3 /3 st 34 �3 33 s See Deleil,4 (7;0;,;s stiKf) q4 /4 rc See Defa// A y -„ t,� 6*r¢oo o g1.0E 4� (This sheet) �. 4 ,. �, Baa , CW- 39 - '`' �8 39 �� D,,\1w o°� ��° :�P '� S'4` "S-Q 6,96E c ' � 57 � q y+G a4�9? 38 N .' a�`;�. � �b1 �-4 96 v� z5 O ----- p 0� iCF) , _ so./z 37 9� 96 69,aq' 4 •P. Sl � 3 � � •s � 9T.cbTc O 69'a' Ss ccs o► 9S 3 s��J 59 58� s 9'9 O b. B 6�Q,, 36 '*'' 9 T. ;�w �A a3 f s 6 F�r� A0 ARINE �; �, O , o� 96 o N x O 35 9T .D=o► �Gr�'G. ��2� p 0?8) N lu ` .r. AVENUE s 0 1Q O �a 2JB �� O v A9 �p� Q ! 97.1 O -- - - - - e -- _ ti ZO.96' :. 2 r�B s¢• 92.57 — — 7• r. &'4T;iia� ,• G',5 � .�(�� Irrs 219, 67//' �rti tiiyo�g" 74.0/' k3 ?' •N 04 '0 3•W 0 ^ � a — r� i o p ���. s2 s6; gvFili CON sr�zJcriorr rxrs: SAGO COURT �• 24 - - <�P ��� s_ r6 ds : ' -2 x _ �" qq' 1. Construct 6" P.C.C. Curb & Gutter per S. B. County Std. 116. 50 v VD I II i •� `-r 25 69 r h/� 4`i�7 29:5 " R �j(o ( //.20 56.8/' 66.00' 90.00' 184 ' 55 0 PP I IZI\ 0 26, 2. Construct 0.25 Asphaltic Concrete Pavcrnent. jj,,�� 4� N 6 5/ ¢9 59, 2 90 30 O Construct P.C.C. Cross Gutter and Spandrels per S, IR. County Std. 52 53 119. 54 See Sheet No. 6 27 4. Construct 4" P.C.C. Sidewalk, "Type C" per S. B. County Std. 109 A4L O AL 7"O S'TiPE57' 28 29 s. Construct P.C.C. Sidewalk Ramp per S. B. County std. 110. . • 9 CURB OA TA a' 01 T L 2s • R=6 A 90°oo'OO" Zo.oo' 20.00' 3/.e2' 3 zs 3 ' _ 6 /7027'//" 735.44' //935' 224.03' - 7' /8' /8' 7' — - .;{ C /7°Z7'//'' 699.44' /07.36' 21206, D d(102215911 //Z.00 1, 4119, 78.9¢ • r E 95°44 '24" 60.00' 66.33' /00.20" F /07°295/" /4 .00' Z01.8Q' 277.66' Cy 208°.?7'32' 40.00' --- /45.Co 5 O.iC 0.05' o.i�' - - • H 9.?009W5" 20.00" /74W e49,68' ZIAZEI I Q7°//'36" /22 70 53. 0' /0/.07' _ M - -I_�-2-tel -- -- o -; •,, _ p� J 47°//'. 6" 158. 70' 69. 32' /$0,72' / _ O ' , K 55056'39" 6000' 33.3/' OQO.D ''2 FIELD BOOK REF. COUNTY OF SAN BERNARDINO PLOT PLAN INDEX _TYP/CAL SECT/O/V IMPROVEMENT PLANS ROAD DEPARTMENT TRACT N0. 9382 MARhVE AVEA/UE ROAD N0. STA O+9 38 TO STA. 4 f//.72 aOG`TX IL A•• yz.' - oEstcNw .Y APPROVED BY MARINE AVENUE .SAGO couRT 1 g 4: r °R"'"" BY s.u�.�� STA. 0+00 TO STA . 6+14 ' � LIMITS NO SCALE : = a'?—#04 �gr�aM�raR�rM. � SAG 0 COURT o. �;13 104 Xk-STA. O f 72.50 TO. STA. Z�48 77 CHECKED�Y � _9.�� Adde�AP,oro►ed v�wc ro/SCG¢j�,7 ,G.77, RECOMMENDED BY STA. 0+00 TO STA. 3+31.62 7 qc MARK REVISIONS APPR DATE D U–N " A SHEET 5 of . 6 I • N b Z/3L 'r,4& JVT IG'ON .CUPVE ,EX/5T. OROU/VQ 53'tE�r or m ti k j� i- N �\ h G•PADEO£ARTS!.• o o � - ^ b � � \ � W " v k F.L. X-GUT7S;C-' k G29DE TO.G1EET EX/STl/VG •.••' 0 \ �9 V t� �/ b W �.P/Yf1TE �PDAD W TOP OF/{/E!'Y C R� bti�' _ - - et49 X80 ... . _ - -: ''-/8'L EFT OF�B"CF) - /�� 0.40 - 0gl N Q ............ /280 LEFT - p7- Gr 7 a ; aim 4 •-EXIST. C>ROUND -, t�q ti`''h�'1 g!°� 5 t^ `F Gr OF EX/5r, Orr Y•C. to T4 IN I280 roP of cvsr. PYr- R � EX/5T. 6F�OUND 28'9/6//7 OF 00 -/280 R/GHT y-•-r -TOP OF E)f/5T alwc /8'RIGAHrD� i -� 0 / 2 3 4 5 6 P%,940,PF, P . ^ o�► MARINE' AVENUE MESADA STREET Pio �� coir/sr -coivc. �cx-,� N/ALG O O c,• Q p p See Sheet No. 5 O See Sheet Na 4 h� t/ O y x oEr.41Z- OW •3a vqm U 0 � LAN�s'G'A�E �i9/V. h A� 0 4/ �G W u 0 40 `��� 24 q 23 �' 22 -�� � - ---, �� O(► h � � ter,� Yi►----- --��� . 4j I --� --�I,: 4c ,: _. •_ "_ . . _ __- _ •r .- -- — _ _ - •'I \� X13 �, � ! ; ti 9� N 3 i• 3. ' C .5 � �T EX,e`�T. P�Pi vATE — : (1a41 TC.6227 1 Z h' p0 Z REMO✓E EK/ST COA/C. 64OCK WALL - �� I 1 � d p a q� l �0 EX/5Y/NG PAVIE7 5X. Em-Alr - PA L 0 �(� "� Exisrirv� culla �AllurrE<r A L TO S TREET y J J II ^� STREET L 1lrHT\\ O `ll 20 _ so• .fir�.l f' AJG� fie f2 r J YY a a /8 -EXIST 00A10. ,6LOCK TO 3E Ii4EM01/E'O SL. �".•/' ! FE NE",P O!/EP E'X/ST. As ECEss.4 7-0 c�.v/A s.�roT.�I sueF E 4 ' / 2 M/N. O./,C'AA TO �A40 ALTO STREET T 1'PICA L 5EcTriOn� STA. 000-00M 5rA 410"90-65 1. Construct 8" P.C.C. Curb & Gutter per S. B. County Std. 115. CUR.6 DATA 2. Construct 0,25Asphaltic Concrete Pavement a R T L FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS PLOT PLAN INDEX <t 9000'00" 20' 20.00 3/.42 _ 3O. Construct P.C.C. Cross Gutter and Spandrels per S. B. County Std. • /z 1'50'.(5 N Zo �s 9,' ¢Z.sa 119. ROAD D E PA R T M E N T F j TRACT NO. 9382 ROAD No. C //O'/8"3Z'= 38' 54.58" 73./l0' 4. Construct 4" P.C.C. Sidewalk, "Type B" per S. B. County Std. 109. F I_ = DRAWN KY APPROVED BY PALO ALTO STREET S'� LIMITS • i 5. Construct P.C.C. Sidewalk Ramp per S. B. County Std. 110. � :/ Q�m � I �� CHECKED BYASS � (� Z-1'-•/ �ed•4pororcd G ura/ jCe�ion 1-0.777 RECOMMENDEDSTA. OTO 0 (8+70) BY TO Nb' 7 MARK REVISIONS APPR DATE CHIEFDESIGN ENGINEER COUNTY - - STA. 5+54.18 = (14+24.18) SHEET 6 Of 6