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HomeMy WebLinkAbout1.4-7305 Ph 1 & 2GENERAL A. All work shall be performed in accordance with applicable sections of the California Building Code Current Edition FOUNDATIONS A. For allowable soil bearing values refer to the Krazan & Associates Solis Report KA No. 022-15020, Dated ti -26-18. CONCRETE A. Materia€s: 1. Reinforcing: Deformed ASTM A615, Grade 60. 2. Cement: Portland Cement, Type H, ASTM C-150. 3. Aggregate: ASTM C-33. 4. Water: Clean and Drinkable. B. Concrete Mix Design For Footings and Well Grouting: 1. Class B. Concrete, 2500 PSI 0 28 Days. 2. 5.0 Sacks of Cement (min) per Cubic Yard. 3. 1 1/2" Ag9negate (max). 4. 4°° Slump (max). C. Admixtures: Only as approved by the Engineer. MASONRY A. Materials: 1. Concrete Block Masonry Units: ASTM C-90 2, Reinforcing Materials: ASTM ARTS, Grade 50 deformed. 3. Admixtures: Only as approved by the Engineer. B. Mortar: 1. Strength: Type S, 1200 PSI 0 7 days and 1800 PSI ® 28 days. C, Grout: I. Strength: 1500 PSI 0 7 days and 2500 PSI 0 28 days. 2. Concrete block masonry units shall be dry and clean before grouting operation. 3. *Wet -setting" of the first course of block will be allowed. NOTES 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE PARKS DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. CITY CONST,INSPECTIONDEPARTMENT 326-3049 GENERAL NOTES BLOCK TYPE. MORTARED CONCRETE BLOCK SIZE WALL: 6"x 8"x 16' AND 8'°x 8"x 16" COLOR: LIGHT GREY PATTERNT RUNNING BOND 2. ALL STATIONING DATA WAS CALCULATED AT PROPERTY/ROW LINE. 3. HEIGHT OF WALL SHALL BE 6'-O' MIN. MEASURED FROM GROUND AT HIGHEST SIDE OF WALL. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING At GRADING THE AREA ALONG THE WALL LINE. 5. ALL SURVEYING REQUIRED SHALL BE PROVIDED INITIALLY BY DEVELOPER, ON A ONE TIME ONLY BASIS. ALL OTHERS WILL BE CHARGED OUT ON AN HOURLY BASIS. 6. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY A.S.T.M. 0-1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 7. WATER PROOF SURFACE WITH 1/4" THICK ASPHALTIC WATER PROOF COATING OR APPROVED EQUAL AS PER CITY STD. NO.L-8 ALL OTHER SURFACES ABOVE. THE FOOTING SHALL BE SEALED WITH pkoLTE LWATtd(4TS@RL t�!PW AL'9@Apf3RPF@gaWLQ. S. EXPANSION JOINTS SHALL BE CONSTRUCTED IN EACH PILASTER IN ALL WALLS, AND A MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS OF 60' IN WALLS WITHOUT PILASTERS. 9. BLOCKS AND BRICKS SHALL BE SET ON GRADE, TRUE, PLUMB AND STRAIGHT. CURVES SHALL BE LAID OUT ON NO GREATER THAN 8 FOOT CHORDS, HORIZONTAL MORTAR COURSES ON BLOCK SHALL BE 1/2" X1/8", ALL REINFORCING STEEL SHALL BE TIED FIRMLY IN IN PLACE PRIOR TO PLACEMENT OF BLOCK. OPEN END BLOOD WILL BE ALLOWED IN GROUTED CELLS ONLY. NO BROKEN BLOCK WILL BE ALLOWED. ALL CONSTRUCTION OF NON -MODULAR PIECES SHALL BE DONE WITH SAWCUTS. 10. BLOCKS SHALL BE UNIFORM IN TEXTURE AND COLOR. 11. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK AND NOTIFY ENGINEER IF CONFLICT WITH UTILITIES EXIST. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO DAMAGED UTILITIES CAUSED BY HIS FORCES, BUT NOT COSTS TO RELOCATE IN THE EVENT OF PROPER NOTIFICA- TION AHEAD OF THE CONSTRUCTION. 12, ALL PROPER SAFETY PRECAUTIONS, INCLUDING SHORING AND BRACING OF WALL, SHALL BE PROVIDED BY THE CONTRACTOR, ESPECIALLY IN THE EVENT THAT FULL HEIGHT GROUTING METHOD SIS USED. 13. FOOTINGS SHALL NOT EXCEED THE WIDTH SHOWN ON THE PLANS BY MORE THAN 2". ANY FORMWORK NECESSARY TO MAINTAIN THIS FOOTING WIDTH SHALL. EXTEND BELOW THE FINISHED TOP OF GRADE AT LEAST 16" OR THE DEPTH OF THE FOOTING, WHICHEVER IS LESS. 14, MAXIMUM SLOPE RATIO FROM THE BACK OF SIDEWALK TO FACE OF WALT OR STRUCTURE SHALL BE 4:1. EXCEPT FOR TWO FEET BEHIND ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 15. ANY WORK CONNECTING TO EXISTING PUBUC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT -CF -WAY TO ESTABLISH THE NECESSARY DEPOSIT, 16, ALL PROPOSED WALLS SHOWN HEREIN ARE PRIVATE WALLS AND ARE TO BE PRIVATELY MAINTAINED. 17. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION (811). 18. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL. BE DETERMINED BY THE CITY ENGINEER. 19. ANY ITEMS IN THE PUBUC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY THE CITY WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 20. RETAINING AND/OR BELOW GRADE WALLS SHOULD BE DRAINED WITH FREE DRAINING GRAVEL. THE GRAVEL ZONE SHOULD HAVE A MINIMUM WIDTH OF 12 INCHES WIDE. 21. SOIL HEIGHT OVER TOE OF FOOTING TO BE IGNORED FOR PASSIVE PRESSURE. SOIL HEIGHT OVER TOE SHALL NOT EXCEED HEIGHT OF RETAINING. SEE NOTE 3. 22. CONTRACTOR SHALL OBTAIN AND PROVIDE ALL PERMITS REQUIRED BY C.0 -S. BUILDING DEPARTMENT. 23. AN OPEN STREETPERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF --WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR I'D ISSUANCE OF THE PERMIT, 24. TOP OF FOOTING ON STREET SIDE WITH LANDSCAPE IRRIGATION SHALL BE A MINIMUM OF 10" BELOW GRADE AT 12" OR MORE BEYOND THE FACE OF THE WALL. THE FOOTING SHALL NOT BE OVER -POURED BEYOND THE DESIGNED DIMENSIONS ON THE STREET SIDE OF THE WALL. NOTE: 70P 4F FOOTING CAN HAVE A MINIMUM OF 4" COVER MOMECEM 1 STREET SIDE _..._/ a 2% MIN. 3e 35 - , -__ FINISHED GRADE(V w W ua n m w x 4 a Z EC g T8 mics -. 9 yq Y REM c, 1n tr a GROUT SDUD ALL CARRIER -t } . •,,:' } I w m i 1 J Re NO. SPUCO s p3 OIC JLJ CONSIST OF UNMORTARED HEM o FINISHED ...WENIS TO ALLOW FOR 'w (RADE VARIES 2` DRA}TAGBSEALANT TO BE °"' ... APPLIED BY WALL CONTRACTOR . 'NOTE 24 4 EA 84 BAR O T O.C. /4 BAR B B' O.C. MIN. 3 CONCRETE COYER, I FOR ALL REM ( D 3'X3®X37 DONCRETE BLiX9t. I 2'...b" CHAIRS SHALL BE TO PLACE FOOTING REBAR WALL SECTION ION 1 HEIGHT: (6'-8" TO 7°-4") - TYPE A 602`06' SLUMPSTOEE a •' e H 3e 35 - , -__ &"xB`x€8" CONCRETE BLOCK w W ua n m w x 4 a Z EC g T8 mics -. 9 yq Y II# III II u ; • - , c, 1n tr a GROUT SDUD ALL CARRIER -t } . •,,:' } I w m i 1 J Re NO. SPUCO s p3 OIC 13 ® t8.__ p 'r #5 CUNT BOND w )}/ LOT SIDE --✓ I w m_vu as. He MAX SPACINIG NDTW.) JLJ CONSIST OF UNMORTARED HEM o FINISHED ...WENIS TO ALLOW FOR 'w (RADE VARIES 2` DRA}TAGBSEALANT TO BE °"' ... APPLIED BY WALL CONTRACTOR . 'NOTE 24 4 EA 84 BAR O T O.C. /4 BAR B B' O.C. MIN. 3 CONCRETE COYER, I FOR ALL REM ( D 3'X3®X37 DONCRETE BLiX9t. I 2'...b" CHAIRS SHALL BE TO PLACE FOOTING REBAR WALL SECTION ION 1 HEIGHT: (6'-8" TO 7°-4") - TYPE A 602`06' SLUMPSTOEE STREET SIDE - ---- 2$ MIN. NISHETI GRADE AHEAD GRADE~ •+N ,2„ VARES -- t n OTE 24 ,. 1 4 f 1 r : •r• ri 1 1' •' e H 3e 35 - , -__ 4H °I ------8':;8"x76` CONCRETE BLOCK n w x 4 a w as � 7Y g T8 mics -. 9 yq Y II# III II u ; • - , w d GROUT SDUD ALL CARRIER -t } . •,,:' } I I row J Re NO. SPUCO ep€� OIC 13 ® t8.__ p 'r #5 CUNT BOND t6 )}/ o o� N 23 He MAX SPACINIG NDTW.) I LOT SIDE: -�J i as TE ff Z5 30 j'O /4 "L' BAR AT 24' O.C. 28 y D?156N 27 25 O {EXTEND TO 49" ABOVE TOP OF FOOTING) (CFH WAEt) IN 1 Mi (25` MIN. LAP SPLICE) I RNISHP) PADWRADE YliiliY� STREET SIDE - ---- 2$ MIN. NISHETI GRADE AHEAD GRADE~ •+N ,2„ VARES -- t n OTE 24 ,. 1 4 f 1 r : •r• WALL_ SECTION 2 HEIGHT: (8'-0" TO 8'-8) - TYPE A N.T.S. Vdfxle TOW CAP-- #5 COMT. BLIND READ (12' FROM THE TOP) 6'x$°x18" CON #6 BLOCK - #6 COdT BOND BEAM (AT MID HBGH't)- dF MAX. SPAONG (TYP.) GROUT S$M ALL CAM HIES -- STREET SIDE 5 EA WIRDA1N" CONCRETE BLACK SIDEWALK GRADE''''''-��-����,,__;;;;;; VARIES (8" MIM.) i "NOTE 24 z ca ri 1 1' •' e H 3e 35 - , -__ 4H °I N 1. l 6 :i 4 a w as � 7Y 12i T8 mics -. 9 yq Y II# III II u ; • - , S 1 } . •,,:' } I P ANZ W WALL_ SECTION 2 HEIGHT: (8'-0" TO 8'-8) - TYPE A N.T.S. Vdfxle TOW CAP-- #5 COMT. BLIND READ (12' FROM THE TOP) 6'x$°x18" CON #6 BLOCK - #6 COdT BOND BEAM (AT MID HBGH't)- dF MAX. SPAONG (TYP.) GROUT S$M ALL CAM HIES -- STREET SIDE 5 EA WIRDA1N" CONCRETE BLACK SIDEWALK GRADE''''''-��-����,,__;;;;;; VARIES (8" MIM.) i "NOTE 24 z ca 2„ 0 •' e H 3e 35 - , -__ 4H _ N 1. l 6 :i 4 a w as � 7Y 12i T8 mics -. 9 yq Y II# III II u ; • - , S ANI E } . •,,:' } I P ANZ W Re NO. SPUCO �14 14 13 ® t8.__ p 'r 17 PA t6 6 C i>ENNSiNOFR 23 f2 I N TE ff Z5 30 j'O 28 28 y D?156N 27 25 O {EXTEND TO 49" ABOVE TOP OF FOOTING) X W Mi NEATLY GROUT CAVITY i YliiliY� a i iY1Pt[- 2„ 0 ®...........®®®®.. FXi57A1G TRACT 584$ - -- 39 38 37 36�1522 21 198 PARCEL 1-LpT 7. ._. PARCEL MAI' N0. 06-1654 FUTURE TRACT 7263 KEY AP DENOTES SHEET NUMBER SCALE: 9'_200' i ! } '1 LOT SIDE of AI I u I I I I III mics yjI II# III II u ; • - , (rn ii !} } . •,,:' } Cc W Re NO. SPUCO W 6 4 = ®...........®®®®.. FXi57A1G TRACT 584$ - -- 39 38 37 36�1522 21 198 PARCEL 1-LpT 7. ._. PARCEL MAI' N0. 06-1654 FUTURE TRACT 7263 KEY AP DENOTES SHEET NUMBER SCALE: 9'_200' i rl 111 .1 . r WALL_ SECTION 3 HEIGHT: (9'-4") - TYPE A N.T.S. - IU' I � nl • Ir 'lull}°E, I ,16 + II I r'u :irll } } " IAN E dill I�r •�•. II�III 1... +r 1� WALL SECTION 4 (SEE SHEET 3) ! DATE APPROVED BY: NICOLAS FIDL.ER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 REVIEWED BY: TRAFFIC ENGINEER HATE F-A-MOTM IT -11-1 M ( to r � Qua NX s Id L,A w O m w co NK '.. an 1CES A Aq 'U "3 > o a O z P �srB� m(! Li '1 LOT SIDE of SO mics 14 "VERT" BAR A7 32" G,C. (rn (CENTERED N WALL) Cc W Re NO. SPUCO W 6 4 = T� v w ffi 14 'L' BAR A7 Or O.0 1;P, I m W m (CENTERED XR WALL) ro O {EXTEND TO 49" ABOVE TOP OF FOOTING) X W Mi NEATLY GROUT CAVITY i i rl 111 .1 . r WALL_ SECTION 3 HEIGHT: (9'-4") - TYPE A N.T.S. - IU' I � nl • Ir 'lull}°E, I ,16 + II I r'u :irll } } " IAN E dill I�r •�•. II�III 1... +r 1� WALL SECTION 4 (SEE SHEET 3) ! DATE APPROVED BY: NICOLAS FIDL.ER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 REVIEWED BY: TRAFFIC ENGINEER HATE F-A-MOTM IT -11-1 M ( to r � Qua NX s Id L,A w O m w co NK '.. an 1CES A Aq 'U "3 > o a O z P �srB� m(! Li '1 w of SO W � W 6 4 = 4 v ffi I m W O X W Mi P i w C? < t R Y F a 5 g 0 1 R47ERSECnON STA 12+80.47 C.L. RELIANCE DRIVE _ STA 10+00.00 C.L EMORY ISLAND WAY 10 00 11+00 12+00 —{�, I_ _ _ 13+00 14+00 63 VIA, O I -0 _ — _ \A, - N00'30'20'E 280.47 1 1 y F^ NO54.W'E -w ---- - w__ G .,. ° 54.86• ,y"i x i� I N023147F 178.81' 4V -- -_ --__ WZIZ10"E 26297 s ail I 1•.° ��+ x'x� cji3 M Ny v� m aC+ "ci 1 I Aaa 5.4 I �?� Uj6 1 i 1 imm�ci3 ti M UU } WFF .dT.FF i 1 'n 11 m0 I m� �+O wMM m nm I O z6I<- ° 1 av z'T 3 °a -}N1 nWNN 2 I 77I t 1 41 EMORY ISLAND WAY SEE SHEET 4 <RELIANCE DRIVE SE (STA. 9+99.58 TO 18+65.21) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL STA 36I 36.27 CIL PANAMA LANE 15+00 NOOW20"E 629,03' 16+00 17+00 78+00 19+ 1 N ^ N I 31 FA N0030'20"E 213.46' IL + 1 I I 43 a 15 SEWER EASEMENT 1 ti i 1rano a+ a++ 1 4 I w� � �j I I =° °= S n m BLOCK WALL 1 1 d d 6 1 z F� °'m m (SEE SHEET 3) .. 4 + 1 Qmm J�� III PANAMA LANE Q1O' SEE SHEET 3• LINE TABLE LINE BEARING DISTANCE L! N 463774' E 19.77' L2 N 4322'46' W 23.24' L3 N 4546'16" E 43.54• SCALE: 1" = 40' 40' 20' 0' 40' 80' 372 - - -. _ -- -- --- f -- -- -T ----- -' �- i -- r i I T I r 3 e`Pi I ` 1 J 'QI•, +M• I' __-_-- 1-. - _- +M a � �------ Q --- + 370370 - N - __. 368 368 B M I 3 of r I � g^ O NN M 7 366 � � � a n S; o mm o- f 1 �` + � •- a y .- i a < � 66 3 I 4 + _._ } -_ ti 1 S- S F� --�•- 'i M �i,-.- _ -1 m _mNY�F__.... V Id- SHi ~ofd Q ,- M _-_ _. 364 n I m m m —III I w M a I -- - 1I -4,362 + II ft 360 -- -----aI 33660 - T( 2 1 1 II _ _- __-_-_- -- - _ /IIIII 1III1I j -# - _-I'I II _ -i --1 -_III LAN-Dsc-APEI-GRADE E 358 IIl i_=_—m _II I 3 58 RAOarLaT s� I GRADE,EANGRA;LOT 'SIDE -- 356 - _ — - _� �_ I «. _-- -- +1H - _. _ 7- ----I - _ _ - - i- ��_ -=_ — 56 2-2 APE r# -- lza -__ m\ _I (' / ti T- +..+rn -)�I oa a� O¢1'Q «'1— -- .___._ --_ m F i._._ - _TOP OF DOTING # -- z z I� z > 125 I �1 r7S F F a I M y 6 wM ly M WW y ' LOT SI ON 'LOT SIDE '$ T ..... _ w 1 - f 352 -- 5 - -- w -1- -- ! w -=-! - --- -- Zjy� %- o + + f - ---- -- 0 352 1- yy —1 $— ;_____.- o�� i. O## I, . _- $ri lin I'I zdi Fa + mmI "hiV F10 - Ow FO I N I j ,I W Ili r,•> w I x I S <m 0 + NN I 6 3 + o i I M N m o m N m 350 a+,t 350 1 I I I- 4<i I M 10 F m K N w cyi 1 U - a vd �d - gm < 348 h-- -- + - — — _ _ <" _ _. --- 1 Q i� - - -- - -- - - -- — - - 3 102.6611117 67 k LF u 1.46 LF 1 wul sEcnoN 7 WALL c GN 2 wau 4 cnax 1 -- - - -- WALL �Ecna+ 2 --- L T—~ 48 (SEE SHEET 1)---- - -- - -- - - - - - r r T +76 --- L_- 1— �_ _ L wAu SECTION 3 346 346 9+75 10+00 11+00 12+00 13+00 SHEET 1) _ 14+00 (SEE SHEET 77 15+00 SEE SHEET 1� 16+00 y 17+00 TSEE SHEr T 1j 18+00 GHEE 0 - - 19+00 PAD BLOCK WALL FINISHED PAD PROPOSED 4.8 COMBINATION SIDEWALKS - - PROPOSED CURB & GUTTER PROPOSED CURB & SIDEWALK PER C.O.B. STD. S-3 SECTION X81 SECTION 2 CACTUS PATCH DRIVE 2 PANAMA LANE HORIZONTAL SNE 1"-10' SCALE 1'-90' MONUMENT SHOWN FOR INFORMATIONAL PURPOSES ONLY. BLOCK WALL PER PLAN PRECAST CONCRETE C1 CONTRACTOR TO REQUIRE SEPARATE SIGN PERMIT FROM BUILDING DEPARTMENT FOR MONUMENT CONSTRUCTION. 6"x2"x16" SLUMPSTONE CAP C6F a AII)MAI COLOR: LIGHT GRAY I I I BLOCK WALL GUTTER ---/PROPOSED CURB &GUTTER ---/+:I "n , PROPOSED 6' COMBINATION SIDEWALK PER C.O.B. STD. S-3 G SECTION III. �2 RELIANCE DRIVE SM IIII-10, SCALE: NONE .SEE LANDSCAPE PLANS FOR ADDITIONAL MATERIAL DETAILS MONUMENTS AT CORNERS OF PANAMA LANE AND: RELIANCE DRIVE, EMORY ISLAND WAY, PENROSE POINT WAY, AND. CACTUS PATCH DRIVE LEGEND: ABBREVIATIONS .:1 SIpL R :- SIDEWALK PER C.O.B. SID. S-3 D SECTION 2 LOCAL STREET SCALE 1a FL rI y pR .s �.- �&L9TYILA7'T s a.c. ,+py - MMER0A3.6 Ojib /Af 'rRA III 're AeS"+EE r/ bau7ruutD �wrAr+'iA4a�10E SPLIT FACE BLOCK WALL CE CENTERLINE GB GRADE BREAK ELEV. ELEVATION FG FINISH GROUND STA. STATION - POINT OF INTERSECTION LF a TC TOP OF CURB BC BEGIN CURVE TOP OF PAVEMENT EC z SYCAMORE CREEK �J„ �c FINISH CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT © SURVEY MONUMENT ext x8" BRICK GAP V I L L A G E* ;' N m EXISTING SURVEY MONUMENT COLOR: ua TICRArCID I1 1 I I I 362 360 N � ^ I V i I j I I 358 358 STANDARD BLOCK WALL RAISED PLANTER STONE VENEER 3.00' ,I = =VATION r= C& --A1 PLANTER SCALE: NONE .SEE LANDSCAPE PLANS FOR ADDITIONAL MATERIAL DETAILS MONUMENTS AT CORNERS OF PANAMA LANE AND: RELIANCE DRIVE, EMORY ISLAND WAY, PENROSE POINT WAY, AND. CACTUS PATCH DRIVE LEGEND: ABBREVIATIONS .:1 SIpL R :- SIDEWALK PER C.O.B. SID. S-3 D SECTION 2 LOCAL STREET SCALE 1a FL FLOWLINE FS LANDSCAPING ELEV. CE CENTERLINE GB GRADE BREAK ELEV. ELEVATION FG FINISH GROUND STA. STATION PI POINT OF INTERSECTION LF LINEAR FEET TC TOP OF CURB BC BEGIN CURVE TP TOP OF PAVEMENT EC END CURVE FC FINISH CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT © SURVEY MONUMENT SCALE: 1" = 4' VERTICAL m EXISTING SURVEY MONUMENT U,(jN LANE E SHEET 1? 354 352 350 348 346 10+25 11+00 EAST ONSITE WA (STA. 10+65.67 TO 11+30.86) SCALE: i" = 44Y HORIZONTAL SCALE: 1" = 4' VERTICAL PANAMA 354 352 350 348 346 11+50 OF � 2 BIGHT 4-1 I +ul) 1 nn �3j� BLOO(WALL 1 � a 1 adF 1 I I PANAMA CEl Know what's b@IOW. Call before you dig. CITY RECORDS NO: �/r m U Zp m Mo0 a Baa $ N moa � ZwI � N Q J w U � w m s oN� N W m r� k i � J P fs7 0 m rn Z O rn S W K 4 V J F -+ n Z W�Za � W J W W � a o Ns "Q W Ns. m 3 a z In V � W s IIIIC 0 LEGEND ,CONT. Rl I TRAFFIC SIGNS - REFER TO STREET PLANS .-- n I1 I 368 2 W a��) — T3) — TRACT BOUNDARY — - - — - — CENTERLINE -------� - - 6 - - `/'------ EXISTING EDGE OF PAVEMENT SECTION LETTER----////����p A 366 � SECTION DESIGNATION 5"EE A"E �a a SHEET 31 PENROSE POINT WAY (STA. 10+65.67 TO 11+30.86) SCALE: i" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL m U,(jN I1 1 I I I 362 360 N � ^ 354 352 350 348 346 10+25 11+00 EAST ONSITE WA (STA. 10+65.67 TO 11+30.86) SCALE: i" = 44Y HORIZONTAL SCALE: 1" = 4' VERTICAL PANAMA 354 352 350 348 346 11+50 OF � 2 BIGHT 4-1 I +ul) 1 nn �3j� BLOO(WALL 1 � a 1 adF 1 I I PANAMA CEl Know what's b@IOW. Call before you dig. CITY RECORDS NO: �/r m U Zp m Mo0 a Baa $ N moa � ZwI � N Q J w U � w m s oN� N W m r� k i � J P fs7 0 m rn Z O rn S W K 4 V J F -+ n Z W�Za � W J W W � a o Ns "Q W Ns. m 3 a z In V � W s IIIIC 0 LEGEND ,CONT. Rl I TRAFFIC SIGNS - REFER TO STREET PLANS .-- ---- --'-•-- PRIVATE 6' BLOCK WALL PER SEPERATE PLANS 368 CONSTRUCT 6' BLOCK WALL — - --- - — TRACT BOUNDARY — - - — - — CENTERLINE -------� - - 6 - - `/'------ EXISTING EDGE OF PAVEMENT SECTION LETTER----////����p A 366 � SECTION DESIGNATION 5"EE A"E SHEET WHERE SHEET 31 PENROSE POINT WAY (STA. 10+65.67 TO 11+30.86) SCALE: i" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL m 354 352 350 348 346 10+25 11+00 EAST ONSITE WA (STA. 10+65.67 TO 11+30.86) SCALE: i" = 44Y HORIZONTAL SCALE: 1" = 4' VERTICAL PANAMA 354 352 350 348 346 11+50 OF � 2 BIGHT 4-1 I +ul) 1 nn �3j� BLOO(WALL 1 � a 1 adF 1 I I PANAMA CEl Know what's b@IOW. Call before you dig. CITY RECORDS NO: �/r m U Zp m Mo0 a Baa $ N moa � ZwI � N Q J w U � w m s oN� N W m r� k i � J P fs7 0 m rn Z O rn S W K 4 V J F -+ n Z W�Za � W J W W � a o Ns "Q W Ns. m 3 a z In V � W s IIIIC 0 LEGEND ,CONT. Rl I TRAFFIC SIGNS - REFER TO STREET PLANS .-- ---- --'-•-- PRIVATE 6' BLOCK WALL PER SEPERATE PLANS 368 CONSTRUCT 6' BLOCK WALL — - --- - — TRACT BOUNDARY — - - — - — CENTERLINE -------� - - 6 - - `/'------ EXISTING EDGE OF PAVEMENT SECTION LETTER----////����p A 366 � SECTION DESIGNATION SHEET WHERE I SECTION IS SHOWN 354 352 350 348 346 10+25 11+00 EAST ONSITE WA (STA. 10+65.67 TO 11+30.86) SCALE: i" = 44Y HORIZONTAL SCALE: 1" = 4' VERTICAL PANAMA 354 352 350 348 346 11+50 OF � 2 BIGHT 4-1 I +ul) 1 nn �3j� BLOO(WALL 1 � a 1 adF 1 I I PANAMA CEl Know what's b@IOW. Call before you dig. CITY RECORDS NO: �/r m U Zp m Mo0 a Baa $ N moa � ZwI � N Q J w U � w m s oN� N W m r� k i � J P fs7 0 m rn Z O rn S W K 4 V J F -+ n Z W�Za � W J W W � a o Ns "Q W Ns. m 3 a z In V � W s IIIIC 0 370 370 Irr m � I M I Q N 1 i 368 368 366 � 366 I 364 364 i m I 362 I1 1 I I I 362 360 360 X41~/1 I V i I j I I 358 358 LOT sroE ,I ''' o II LOT SIDE 356 356 I` ie I LANDSCAPE F i GRADE 354 354 I 352 352 � 350 350 _ 348 348 WhlI (TWE E (�E W) i c) 346 � --I''---- -J 346 10+25 11+00 11+50 WEST ONSITE WALL (STA. 17+67.83 TO 11+19.74) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 370 370 368 368 I 366 366 -I- 54.07 - - 364 364 362 362 360 360 358 358 356 356 354 352 350 348 346 10+25 11+00 EAST ONSITE WA (STA. 10+65.67 TO 11+30.86) SCALE: i" = 44Y HORIZONTAL SCALE: 1" = 4' VERTICAL PANAMA 354 352 350 348 346 11+50 OF � 2 BIGHT 4-1 I +ul) 1 nn �3j� BLOO(WALL 1 � a 1 adF 1 I I PANAMA CEl Know what's b@IOW. Call before you dig. CITY RECORDS NO: �/r m U Zp m Mo0 a Baa $ N moa � ZwI � N Q J w U � w m s oN� N W m r� k i � J P fs7 0 m rn Z O rn S W K 4 V J F -+ n Z W�Za � W J W W � a o Ns "Q W Ns. m 3 a z In V � W s IIIIC 0 1 Iw- m X41~/1 L i I I o II LOT SIDE i I w' I _ Im• I I -I- 54.07 - - 354 352 350 348 346 10+25 11+00 EAST ONSITE WA (STA. 10+65.67 TO 11+30.86) SCALE: i" = 44Y HORIZONTAL SCALE: 1" = 4' VERTICAL PANAMA 354 352 350 348 346 11+50 OF � 2 BIGHT 4-1 I +ul) 1 nn �3j� BLOO(WALL 1 � a 1 adF 1 I I PANAMA CEl Know what's b@IOW. Call before you dig. CITY RECORDS NO: �/r m U Zp m Mo0 a Baa $ N moa � ZwI � N Q J w U � w m s oN� N W m r� k i � J P fs7 0 m rn Z O rn S W K 4 V J F -+ n Z W�Za � W J W W � a o Ns "Q W Ns. m 3 a z In V � W s IIIIC 0 1 Iw- m X41~/1 L i I I II LOT SIDE i 354 352 350 348 346 10+25 11+00 EAST ONSITE WA (STA. 10+65.67 TO 11+30.86) SCALE: i" = 44Y HORIZONTAL SCALE: 1" = 4' VERTICAL PANAMA 354 352 350 348 346 11+50 OF � 2 BIGHT 4-1 I +ul) 1 nn �3j� BLOO(WALL 1 � a 1 adF 1 I I PANAMA CEl Know what's b@IOW. Call before you dig. CITY RECORDS NO: �/r m U Zp m Mo0 a Baa $ N moa � ZwI � N Q J w U � w m s oN� N W m r� k i � J P fs7 0 m rn Z O rn S W K 4 V J F -+ n Z W�Za � W J W W � a o Ns "Q W Ns. m 3 a z In V � W s IIIIC 0 � D. G NC W = d Q# J W� � N M -- UNE OF SIGHT=650'_ _ 50 A LINE BEARING DISTANCE C ti 26.58' L2 rc 3 L3 o I STATION o POINT OF INTERSECTION LF 7BLOCK TC WALL (SEE SHEET FP X 81 a+ BEGIN CURVE TP 22 EC END CURVE !J1 + 1 PA PROPERTY UNE R/W RIGHT-OF-WAY iM EDGE OF PAVEMENT A.P. VIN OO SURVEY MONUMENT �pF-- UNE OF SIgiT = 650' RIGHT OF WAY PER o o b yo DOC. No. 0206208460 8 A _ F/L 4i w ¢IS - 1' m 1c'4 1,8311,0"90.63' NEW 1 1 c I I I I g _43+DD _f`- 8 rc I 8 I F' OT FP 958.1 FP 958.1 I FP 9lo 58A !22 T2 �n 1 i 1 �o0 1 FP 958.4 z.a ( �35 '8 � �mm �J� ( BLOCK WALL . i ¢v3 SEE SHEET2) ++( it, i a d "0r� SII Z PEN OSE POINT WAY 44+00 --4--- PHASE 2 HAS 1 SEE SHEET 2 PANAMA LANE (STA. 37+33.86 TO 49+55.36) SCALE: i' = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL LINE TABLE LINE BEARING DISTANCE L1 N 44'28'57` W 26.58' L2 N 46*aI8" E 2&49' L3 N 4357'42" W 47.31' 4641x1 ■ O u+T i 38F''D TG 01SI 0 J< O '39 BLOCC K WALL 0 9 :(SEE SHEET 4) n+ + I CACTUS PATCHIDRIVE SEE SHEET 4 - 37+00 38+00 39+00 5.00 6`&xi6" SLUMPSTONE #5 CONT BOND BEAM (1Y FROM THE TOP) (4 'L' BAR AT 24' O.C. o (CENTERED IN WALL) N (25' AIN. LAP SPLICE) 6"z8'x16° CONCRETE BLOCK w GROUT MUD ALL CAVITIES ( o w /5 CONT. BOND BEN) o (AT MID HERAiT) LOT SIDE (48° MAX SPACING - TVP.) STREET SIDE NEATLY GROUT CAVITY FINISHED PAD/GRADE 8*006' CONCRETE BLOC( FIRST COURSE SHOULD a 2X MIN. ( CONSIST OF UNMORTARED �? FlNASfIm .. _ HEAD JOINTS TO AUDW FOR 15" 13 DRAINAGE;SEALANT TO 0EGRADE m VARIES APPUED BY WALL CONTRACTOR (6' MIN.) T.� _ J 4 EA. /4 BAR 0 8" O.C. N /4 BAR 0 6' D.C. 3'• MIN. 3' CONCRETE COVER FOR ALL REBAR (TYP. 3'X3"X3" CONCRETE BLOCK CHAIRS SHALL BE USED TO PLACE FOOTING REBAR WALL SECTION 4 HEIGHT: (6'-8" TO 7'-40) - TYPE C STANDARD CONCRETE BLOCK SPLIT FACE CONCRETE BLOCK TO EXTERIOR 1 COLOR. ! F F1. 4' F GR Emu A 2' -0" 8"x 8"x 16" CONCRETE BLOCK (LOWER COURSES, PER PLANS) STONE VENEER f L B'z8k16' CONCRETE BLOCK ANCHOR TIES TO CONC. 11E TO BLOCK WALL 6"x 8"x 16" MORTARED CONCRETE BLOCK (UPPER COURSES) F SECTION 3 SCALE: NONE 45+00 29 SCALE: NONE s b LEGEND: 46+00 FL FLOW4)NE FS LANDSCAPING ELEV. CL CENTERLINE GB GRADE BREAK ELEV. ELEVATION FG FINISH GROUND STA. STATION PI POINT OF INTERSECTION LF LINEAR FEET TC TOP OF CURB BC BEGIN CURVE TP TOP OF PAVEMENT EC END CURVE FC FINISH CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT OO SURVEY MONUMENT -. EXISTING SURVEY MONUMENT Of o ¢ 47+00 49+00 494 348, 346 344! 75 LEGEND (CONT.) RI -1 TRAFFIC SIGNS - REFER TO STREET PLANS -- -- - - PRIVATE 6' BLOCK WALL PER SEPERATE PLANS CONSTRUCT 6' BLOCK WALL ---------- TRACT BOUNDARY -- -- -— CENTERLINE EXISTING EDGE OF PAVEMENT SCALE: 1" = 40' 40' 20' O' 40' 80' SECTION LETTER /1 SECTION DESIGNATION SHEET WHERE 2 SECTION IS SHOWNCITY RECORDS RECORDS NO: Fff .w m v + o O z w Z= s y V m � o m Of o ¢ n N O 0 — Q J a wU" 30� W o w� 00 m 3 N\ 1 A 9 % Uti4r P 9 Z O N W K a LLLLLLLLLU V J _ J N 4li ! W z IL Z W < o.= -Ja J 0 d J =r<a 6m3� z U 2 < . J a J m G. K ~ ovCL z , a. S x 3 M LL 0 I I I { jj{ I I 5EE QNSITE o� WALL PLANS BEGIN WALL d STA 9+39,98 C.L. 900 LT. _ STA 0+09.00 SECTION D END WALL STA. 9+ 9.58 C.L 9.D0 RT = STA. 0+71.00 SECTION D BEC -IN WALL STA. 9+39.98 CLL 36.00 BVT STA 0+50.00 SECTION D 370 368 366 364 362 360 358 356 354 352 350 348 346 94 ! +P's' m -- N _ 11+00 10+ 2 ..--._. sJ - —t- — i.- I- ._ 12fi00 ) 13+46 14+0D \l. N61'02'19"E 600.54' .-_� _ _ _ — + — .. t- ..-. _ -._� _ a o '^--PROPOB£D 6HAHN-HTNK GALE ,(PER C.O.B. DETAIL D-13) t PARCEL MAP NO. 1177 EX. WINCO STORE CACTUS PATCH DRIVE (STA. 9+28.53 TO 14+92.08) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL I Ij 8 BLOCK WALL BE 4 (SEE SHEET 3) ,1� in I SCALE: 1" = 40' 40' 20' 0' 40' 80' mmmm EM FL FLOWUNE ! ! ! PL CENTERLINE GB GRADE BREAK 13 ELEVATION FG ! STA. $ PI 12RE RIP 4 LINEAR FEET TO TOP OF CURB BC BEGIN CURVE I 355A EC 8 PC f PfL 89 RJW RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P; ANGLE POINT (6) SURVEY MONUMENT g$ 9205 If ., EXISTING SURVEY MONUMENT 346. 25 346 5f I I SOUTH 6* + j 364 ' IS ISIS I +P's' m -- N _ 11+00 10+ 2 ..--._. sJ - —t- — i.- I- ._ 12fi00 ) 13+46 14+0D \l. N61'02'19"E 600.54' .-_� _ _ _ — + — .. t- ..-. _ -._� _ a o '^--PROPOB£D 6HAHN-HTNK GALE ,(PER C.O.B. DETAIL D-13) t PARCEL MAP NO. 1177 EX. WINCO STORE CACTUS PATCH DRIVE (STA. 9+28.53 TO 14+92.08) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL I Ij 8 BLOCK WALL BE 4 (SEE SHEET 3) ,1� in I SCALE: 1" = 40' 40' 20' 0' 40' 80' mmmm EM FL FLOWUNE FS LANDSCAPING ELEV. PL CENTERLINE GB GRADE BREAK ELEV. ELEVATION FG FINISH GROUND STA. STATION PI POINT OF INTERSECTION LF LINEAR FEET TO TOP OF CURB BC BEGIN CURVE TP TOP OF PAVEMENT EC END CURVE PC PINION CONCRETE PfL PROPERTY LINE RJW RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P; ANGLE POINT (6) SURVEY MONUMENT g$ 9205 If ., EXISTING SURVEY MONUMENT 346. 370 368 366 364 362 360 358 356 354 352 350 348 346 50 1 RELIANCE DRIVE SEE SHEET 2 v x 2 I .2 ,1 m m ( }++ BE 3ft3 R users `s'rr' S3 FO ¢I�is aria 1 rin I 2.6.2 1/1-111 , ,S ® N / I( x w' r BIN - 366 rrr SCALE: 1" = RELIANCE DRIVE SEE SHEET 2 v x 2 I .2 ,1 m m ( }++ BE 3ft3 R users `s'rr' S3 FO ¢I�is aria 1 rin I 2.6.2 1/1-111 , ,S ® N / I( x w' LEGEND} CQNT.): R1 TRAFFIC SIGNS - REFER TO STREET PLANS PRIVATE 6' BLOCKWALL PER SEPERATE PLANS CONSTRUCT 6' BLOCK WALL TRACT BOUNDARY - - — CENTERLINE ---..-----,- - _--"=---- EXISTING EDGE OF PAVEMENT SECTION LETTER - - - - SECTOR DESIGNATION SHEET INHERE ,. 2 SECTION IS SHOWN r 14 NORT57CIVIN 90,82' I � t 3 FAL w� w J ! - _ 11+06 12+ f N885742W 229.15 ! fL n FAL 5S V Wy N88'57'42®W ALMY ! 1g ! O j a w 42 B Fp am DR WI � N± aSa3 41 ��m rnrn I-rs� I 3. !iI 8L0CK WALLa M7, (SEE SHEET2)a \ a ca.4 —• EMORY ISLAND WAY (STA. 10+69.86 TO 12+62.82) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 346 -00 368 368 BIN - 366 364' SCALE: 1" = 40' 40' 20' 0' 40' 80' 370 __ -- . __..--T_..—_-- 360 -- _— I 370 -= 360 — 358 J 3681-.- I LO <" I 368 Clz 354 8 " 6 53 a 354 M 366 _ 352 I 366 350 g$ 9205 If r S v g ;4 346. 25 346 5f i 364 SOUTH ONSITE WALL + j 364 I 362 j - - 362 360 - _ _ 360 { I 358-L 358 N6 .11.168 W EX TRACT M83 SDE/ SCARING SIDE 356 -- J r _ 356 354 - 8 2 o d _ . - 4 O� 354 w n I F u .cIN 16 gy-- 352 e 352 350a -G < g - 350 s< � + 348 - " � - 348 .6o a- r IF wau sE6Tl W r wA L' zn w cT (SEE SHEET 1) (SEE, SHEET TI -- -- - ------ - -- .� 346 0+00 1+00 1+50 SECTION D (STA. 0+50.00 TO 1+10.00) SCALE: 1' -= 40' HORIZONTAL SCALE: 1" = 4' VERTICAL LEGEND} CQNT.): R1 TRAFFIC SIGNS - REFER TO STREET PLANS PRIVATE 6' BLOCKWALL PER SEPERATE PLANS CONSTRUCT 6' BLOCK WALL TRACT BOUNDARY - - — CENTERLINE ---..-----,- - _--"=---- EXISTING EDGE OF PAVEMENT SECTION LETTER - - - - SECTOR DESIGNATION SHEET INHERE ,. 2 SECTION IS SHOWN r 14 NORT57CIVIN 90,82' I � t 3 FAL w� w J ! - _ 11+06 12+ f N885742W 229.15 ! fL n FAL 5S V Wy N88'57'42®W ALMY ! 1g ! O j a w 42 B Fp am DR WI � N± aSa3 41 ��m rnrn I-rs� I 3. !iI 8L0CK WALLa M7, (SEE SHEET2)a \ a ca.4 —• EMORY ISLAND WAY (STA. 10+69.86 TO 12+62.82) SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 4' VERTICAL 368 366 364 362 360 358 356 354 352 350 348 346 -00 368 368 366 - 366 364' 7 —I 364 362 -i 362 360 -- _— -= 360 — 358 Sot I LO 356 Clz 354 8 " T P OF OOTNc F 354 M 352 ;LANDSCAPE GRAD 352 350 350 348 9205 If 348 346. WALL SECTION 4 (TYPE C) SEE T 3) 346 10+50 11+00 12+00 SOUTH ONSITE WALL H (STA. 10+69.86 TO 11+61.91) B"S B'SCALE: 1" = 40' HORIZONTALCne: elfinSCALE: 1" = 4' VERTICAL LKnRAW ITY RECORDS NO: 6'1 i r.A