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HomeMy WebLinkAbout1.4-7262 Ph 4 & 5M -4 11-4 all 020"b" 0 Zia mil 102 GENERAL A. All work shallin accordance with applicable sections of the California Building EditionCurrent FOUNDATIONS A. For allowable soil bearing Associatesi! No. ! . CONCRETE A. Materials: Reinforcing:, Grade 60. Cement:2. Portland Cement, Type ! ASTM f 3. Aggregate: ASTM ® ♦ Drinkable. FootingsB. Concrete Mix Design For Grouting: f Class "B" Concrete, y J Days. ♦ ♦0 Socks of Cement in) per Cubic oilf[ i pp Slump ?max). Engineer. • J xtures: Only as approved by the MASONRY A. Materials: Block1. Concrete i 2. ♦ Admixtures: i . ! Engineer. Only as approved by the B. M Strength: Type ! C. . Grout:Strength:days anddays. clean before 2. Concrete block masonry units shall be dry and ♦ " i it will be allowed. F�T�Z r7�r.Ti #5 CONT. BOND BEAM 0 t FROM THE TOP) -I! BAR AT 3r D.C. (CENTERED IN WALL) j€ i GROUT SOLID ALL CAVITIES as 7j, 11 F.-I, 1 � STREET SIDE � r VWAV CONCRETE BLOCK yy N to {p i LU MIN. 3' CONCRETE COVER/ FOR ALL REBAR (TYP.) J JJ CHAIRS SHALL BE USED TO PLACE FOOTING REBAR N 1 WALL SECTIO 3"00 CONCRETE BLOCK ! iti 8"x 8"x 16" CONCRETE BLOCK kWWER COURSES, PER PLANS) 6"WA6m SPLIT FACE CONCRETE BLOCK 6"x 8"x 16" MORTARED CONCRETE BLOCK TIE TO BLOCK WALL (UPPER COURSES) SCALE.- . NONE NACINITY MAP NO SCALE ■ t A ■ i ... t w� ik � w� i r. Ik w PHASE 3 i 13 14 15� 16 17 18 19 20 v �`• `� 21 22 23 19 20 21 22 23 J24' ' 25 26 27 28 29 30 31 _ 32 33 18 EMERALD GREEN AVENUE 17 F�i-�a �a16 15 14 5 4I 3� 2LINDEN TREE AVENUE �� � 12 11 10 9 8 76 5 4 3 2 UBI 33 32 31 30 29 128 27 26 25 24 PHASE 5 1 �6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 21 �FU 77JF E f 'H'A SE6 i KEY MAP Q DENOTES SHEET NUMBER SCALE: 1 "=200" 4 LIS Iw 7 A• #. ! w w i W t w -. 6__S__T__kXKALUSE, PUBLIC WORKS DIR APPROVED BY: GREG ECTOR R.C.E. . 8663 w ! >* . OHM"., i 11041.1111101 !, A rr Mok TM i • i A J i A IF -Ill , A L01.1114 w # LINE.ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARAflON AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION ADDITIONALLY, AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WTHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE "THIN NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE AT ANY TIME. EMERALD GREEN AVENUE T `I .` o CD 04 It o FUTURE PHASE 6 PHASE 5 PHASE 4 h aui h 370 368 366 364 362 360 358 356 354 352 350 348 346 a o EX. BLOCK WALL Ui ' �3 /, EX. PHASE 1 FP W&4 8 N / rZz r/ ��, 3SS 33 V jz�00 NN/ t g / o ; I I N °�•' o <t v"•i v"�i l CAUTION: CONTRACTOR TO KEEP 7 / zo.a za.o � . s 00 22 p •� a J Q oo i w U, / ,s HORIZONTAL CLEARANCE FROM EXISTING O FP .8 23 J 3o.a o.o ; ; -topp� $ ; ca �• 34" HIGH PRESSURE PG&E GAS LINE C3 '/ I .� FP A N N N N �j Lty tv C3 3� r 1 / I i ,� �. r I , go`' vo;g O EX. BLOCK WALL ,' t EXCEPT AT CROSSING. REFER TO PG&E o �� I 06 �, v, , 5k N �- �; GAS NOTES ON SHEET 1. cq N00°30'20"E99 a cn cn, A�kN �` i ',� cn NO — ' 0"E -- 361.97' L3 LS AREA N ' Q r ^ _ _ — -- ._._ _" R jW FL a 4 , LO LINE OF SIGHT = 65 SIDEWALK 19+00 2000 + 21 +00 ,_....__,...._.� ..._...�._E......__._ .._,_.__........_ ______......_.�}�..__ N00°30'20"E 420.029 DETAIL "A" �'_ �� / _ _^ HHHT -- 650- 650' �� �Ni �R< 014W �°c Nt FL /� 22+00 2300 ' ?4+00 25+00 26-I N00°30'20"E /140.01' '`~ N00'3 '20"E 103.01' RELIANCE OU"OH'IVE/ / F=RE TRACT 7263 / (STA. 19+06.45 G.L. TO 24+67.06 C.L.) SCALE• 1" = 40' HORIZONTAL /� W---� SCALE: 1" = 4' VERTICAL / / W —W j L SCALE: 1" = 40' 40' 20' O' 40' 80' Z" 7f % C M � r- • N :- .N 0 M tV p O w W r M • ` N -4 co co N M t7 W w �W E(ppp 99 > a W .l W '�%"y' d• >i N N h- ce.c�pp M � O G> p O N 1,, tG tp pp S 0 pppp • N F-- .}..�. N N n !'� tf� r- � p � a: N N 3 O :: �C Go ef- I N . tl) to tG � coN O p N N N t- + F- �•j .�- �}- + + !� Q� p+ �.. N p p N N N p N N N + cy N hQ- tQ- to to to Z W FQ- tJ) "� t-- tQ- h V) N to Q N Q„ N < tl1 (� C� .. ; a. CL tL Q. Z FQ-• 3all ~ N N N c_y �J t� C� N t3� � W W to fn iA 'a' FQ- (" i1 II li w it II II 11 11 II �• ii 11 11 !! 11 �� LANDSCAP , �- r. �• w t FINISHED W-- '` I i FINISHED I I�PAD SIDE (i PAD SIDE J FINISH D < ts P :2 (d o� .^,� M m LAND APE ADE d: ,�' �- '' oi,,, w gg tun) SI "' E ca 14 '- r �'. u�i t� ,�� ''' ,', ch F S W LANDSCAPE °0° ` z > z •'�' r ii'o- �; M GRADE M M > ©Wcs w pp O W z> M o p w O� C�y'� ts. • 1* � 1. M M �+� LLiJ pco W W O© Q W © u` 40' G1j �iM d- • Kj Q Bt G JW W i h f� P► O pp v W d. Q N F-- 4, N 2 cv c4Coco +1_0 N� + + NN c� c+v t�-+ cq rna}. �j !_- coo c.{c. i IINw- �r N 'Q a Q Q 3 t Q + N N ni„ ' .� p. OMp M M N Z W f3, NMN Q ! N W WW ++ w F�-• FQ- 1Q• H FQ-• Q N 0 < Q e y �t N N � mW ¢ r �-- Q Q � t i c'—n a. W to to to v� FQ_' tQ-•- W W MWW 149.68 LF 1.47 LF (SEE SHET 1) W SECTION 1 { MEET 1) %J" 18+50 19+00 I M., 20+00 �3: 2F BLOCK WALL �.�. \-2.0% MIN. PROPOSED CURB & GUTTER 4:1 MAX. PROPOSED 6' COMBINATION SIDEWALK PER C.O.B. STD. S-3 A SECTION 2 RELIANCE DRIVE SCALE 1' •— %J'T'T 21 +00 22+00 23+00 23+25 24+00 25+00 25+50 9 I 2° WALL F007M B SECTION 2 PHASE 4 LOT 22 TO LS LOT SCALE f-1V LINE TABLE LINE BEARING DISTANCE L1 N 43'4436" W 39.50' L2 N 45'45'25" E 38.06' L3 N 00°30'20" E 16.98' L4 N 44'46'56" W 94.64' PHASE 4 LOT 33 PROPOSED BLOCK WALL r _ r � � r r • LINE OF SIGHT R W DETAIL "Aw � 1 f 4" PAINTED qJT-(k1T no ALUMINUM COPY & ELEMENT C 7262 CV 32 SQ FT. SIGN AREA VATH MEGA 12 CHENILLE ACRYLIC STUCCO �...: 1•.,� •J �,j \�.,., � :�•: _...� ►.•;: •.: „ice: .:._.: • �;���► �.. '��ll� SCALE: NONE NOTE: CONTRACTOR SHALL VERIFY THE DIMENSIONS (IN THE FIELD) OF THE EXISTING WALL MONUMENT ON THE CORNER OF RELIANCE DRIVE AND EMORY ISLAND WAY .LEGEND. LEGEN_ CONT.)* ABBREVIATIONS 6' BLOCK WALL PER SEPERATE PLANS FL FLOWLINE FS LANDSCAPING ELEV. CONSTRUCT 6' BLOCK WALL . CENTERLINE GB GRADE BREAK __._....�_______. TRACT BOUNDARY ELEV. ELEVATION FG FINISH GROUND _ _ _ _ CENTERLINE STA. STATION PI POINT OF INTERSECTION LF LINEAR FEET TIC TOP OF CURBRIGHT OF WAY BC BEGIN CURVE TP TOP OF PAVEMENT -- PROPOSED STORM DRAIN LINE PER CITY STD. EC END CURVE FC FINISH CONCRETE W PROPOSED WATER LINE PER CITY STD. P/L PROPERTY LINE R/W RIGHT —OF --WAY W EXISTING WATER LINE E.P. EDGE OF PAVEMENT A.P. ANGLE POINT SURVEY MONUMENT PIPE SIZE O EXISTING SURVEY MONUMENT 8" S UTILITY: . SECTION DESIGNATION. W—WATER G—GAS S—SEWER D—DRAIN SECTION LETTER Know what's below. __e..__..�.._ too ,q - Call before you dig. SHEET SHEET WHERE SECTION IS SHOWN 07- ce '), PA Y J • CITY RECORDS NO: