Loading...
HomeMy WebLinkAbout1.4-6678 Rec DrawREVIEWED BY: 0 X44 0 .. � 004 ��� U/I 7106/13 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ^� v-N,J,��� "ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 oleo 3 DATE BENCHMARK USED. TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF OLD RIVER ROAD AND HOWELL DRIVE PER CITY OF BAKERSFIED. ELEVATION = 366.605 (USGS DATUM) BENCHMARK SET: TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF PINE FLAT DRIVE AND NORTH TRACT BDRY OF TRACT 6359 -2. ELEVATION = 344.54 BASIS OF BEARINGS: THE BEARING OF NORTH 00'33'50" EAST FOR THE WEST LINE OF SECTION 29, T. 30 S., R. 27 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF OLD RIVER ROAD) PER THE KERN COUNTY SURVEYOR'S SURVEY INVESTIGATION AND PERPETUATION MAP N0. 7 -1, BK. 6 PG. 26 WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTION: PORTIONS OF LOTS 1, 8 AND 9 IN SECTION 29, T. 30 S., R. 27 E., M.D.B.M, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THAT CERTAIN MAP OF SAID SECTION ENTITLED "SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY" FILED IN THE OFFICE OF THE COUNTY ON JUNE 16, 1897. PANAMA LANE PROJECT SITE 4 O w U) W w 0 0 tic -N- McCUTCHEN ROAD VICINITY MAP NO SCALE f GENERAL NOTES. 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT —OF —WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT —OF —WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT —OF —WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1 -800- 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT —OF —WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT AND THE CITY PARKS DEPARTMENT 48 HOURS NOTICE. 17. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND STANDARDS PERTAINING THERETO, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY KRAZAN & ASSOCIATES, INC. KA PROJECT NO. 022 - 12119, DATED DECEMBER 21, 2012 AND ANY ADDENDA THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. SHEET No. INDEX CD TITLE SHEET CD DETAILS — GENERAL NOTES CLEARWATER CREEK WAY BLOCK WALL PLAN D PANAMA LANE BLOCK WALL PLAN MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. 7' -4" WALL 348 LF 6' - 8" WALL 120 LF 2' -8" WALL 19 LF LEGEND CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLI N E BCR- BEGIN CURB RETURN ECR- END CURB RETURN Pi- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC --- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC-- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT LEGEND (j> SHEET INDEX NUMBER — — PROPOSED BLOCK WALL NDER R ND SERVICE U G OU CE ALE RT OF SOUTHERN CALIFORNIA %.� � , ♦iii IV DIAL TOLL FREE 1-800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG RED W. PORTER,, RCE 33448 EXPQ PANAMA LANE CD 4t 45 42 43 44 EK 4-, 41 39 38 37 4 <. 34 35 36 50 CA 5' 10 31 30 29 � \ 5 2 14 8 0 p 27 15 \ 26 I 16 25 � 17 13 18 12 \ 19 » 20 9 � ss ss $ � I 67 7 s 66 5 � T+r- f- T --1 -T- w I T ACT 635J -2 X1, - "- KEY MAP SCALE: 1' =200' 0 E 00 ■ z U) r Ce) z0) to l< w �(0 0 V1 -0(0 z m N Q, N M W W LI! � z ce) r Z W 0 w II W L- t1. LA: 0 60 w0cn CIO J Z ©C�,Z UJ t1law�.�. (1)m �ZLuUJ< --� z W2<CZ�0Wm�Q t!) LL. ~� 0z—jco) Q Z t�l.1 W w _ <C C3 t1'_ 3:: _j n Z M = 0 0F...i- �.'u)mwM.tY Z�-U� U3pOu -p--. cl <3 Zv0ws d° -w =�w ='�z 0 a. I— c <Wo .LL�Qz>>..W m 0?�Qm0z 0 c� � j — 0 t w>- w0vU) =w= U du„rzu.��wz --wo to W Q LL. wu-- 0Z`uC:j -m Ira R w 0 ..... z a0 <°za Z b l w 0z> W _ �c0ac� C 4 0 a m o lox Q zC3wwwpw0Z� o�ZW � �► U -Z � ©0-ZZZU �- iL IL W W 0 W LL � L-.. twl)QQC)LUtn'0 U)ai =5 " 5zacri 0Ot¢i.,g= .,,,� W 0 0 tt — F- 0 >-i Ko =c��w= Ww Q ® = >° 0C, UL c ui o m n cr E-- o LLi LU -i — iIJ<aL- Zjuaca U � m mU � Z 'z w w z 0 m <w- WUS>t- W W C�WZ tn>-W 6U 5 O t � a. ft C L' d W 0W W J m O Mm ? Z zWZ Q� JpC.� (f� / W <� w W J Z 1'Z�(�L'�QWW m �J 0WWW0F -Ww>-- W � w m o � H aQWL �z_j Z Ot >- 0 � W m <C V x uj, DVi .� -�QZn �p� ZwWO W Q: (l)zM Z.JQ tl. � �<CoO -i w 2 wz 0. �e < �! M F- a_..._:3�WZD W 0th < ® � �U. wU -°1=W �a�. j �"owm :V) ZF— uj<0: M WZ� Q 0 L.. -=w wXOW0 °c.�ii �0°M -°z w O W W J Q n Z �- <t5 0 O 0 p Z 0 `U m..._ >Z�a_ Q_F-U. ®U W F- V) 0 Z � .j � W a : �Z>_ 01. -R<m W 0— --Z c/) �? ZOF-- .-WOC� <�-„§wwwzwo CD -j aw>. ;-,% Ww.jz< „�WW ,�aa_cD �0M� o W.Mwow =- OOC.�t� PANAMA LANE CD 4t 45 42 43 44 EK 4-, 41 39 38 37 4 <. 34 35 36 50 CA 5' 10 31 30 29 � \ 5 2 14 8 0 p 27 15 \ 26 I 16 25 � 17 13 18 12 \ 19 » 20 9 � ss ss $ � I 67 7 s 66 5 � T+r- f- T --1 -T- w I T ACT 635J -2 X1, - "- KEY MAP SCALE: 1' =200' 0 E 00 ■ z U) r Ce) z0) to l< w �(0 0 V1 -0(0 z m N Q, N M W W LI! � z ce) r Z W 0 w II J (D z 0 _0 DATE 4/09/2013 PA JOB No. 12 -2656 SHEET E 0 a LO N OF 3 SHEETS LLI OC LL: w z O CL Q z = 0 rp ww 0 c W > W U Ira R �c W _ � 4�� Q � � �► U two. O � � J (D z 0 _0 DATE 4/09/2013 PA JOB No. 12 -2656 SHEET E 0 a LO N OF 3 SHEETS z Q � 00 W J J � � W _ Q � U) U O J m J (D z 0 _0 DATE 4/09/2013 PA JOB No. 12 -2656 SHEET E 0 a LO N OF 3 SHEETS WALL N OTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRADING ALONG THE WALL LINE. 2. BEARING SOIL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 TO A DEPTH OF 12 INCHES BELOW BOTTOM OF FOOTING. 3. EXCAVATED AREAS WIDER THAN WIDTH OF FOOTING SHALL BE RECOMPACTED TO 90% RELATIVE COMPACTION TO TOP OF FOOTING OR FILLED WITH CONCRETE. 4. FOR ALL BLOCK WALLS WITHIN THE CITY RIGHT-OF-WAY OR EASEMENTS, THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPACTION TESTS. THE NUMBER AND LOCATION OF TESTS TO BE DETERMINED BY THE CITY ENGINEER. 5. WATERPROOF SURFACE IN ACCORDANCE WITH WATERPROOFING SPECIFICATIONS. COAT ONLY THAT PORTION BELOW HIGHEST GRADE SIDE DOWN TO FOOTING. 6. OMITTED HEAD JOINTS SHALL SERVE AS WEEP HOLES. HEAD JOINTS SHALL BE OMITTED AT A SPACING OF 16 INCHES ON CENTER. DO NOT WATERPROOF OVER OMITTED HEAD JOINTS. 7. FOR BLOCK WALLS THAT SERVE AS SCREEN FENCES, PROVIDE VERTICAL EXPANSION JOINTS WITH 3,%8" -MAX. GAP AT 48 FOOT INTERVALS ALONG THE ENTIRE LENGTH OF THE CONCRETE MASONRY BLOCK WALL. CONTINUE REINFORCEMENT THROUGH THE GAP. 8. THE HEIGHT OF BLOCK WALLS THAT SERVE AS SCREEN FENCES SHALL BE 6' -0" MIN. MEASURED FROM THE HIGHEST ADJACENT GROUND. 9. MASONRY BLOCK WALL PATTERN SHALL BE RUNNING BOND (COMMON BOND), UNLESS OTHERWISE NOTED. 10. ALL REBAR OVERLAPPING SHALL BE 24 INCHES, UNLESS OTHERWISE NOTED. 11. ALL REBAR ADJACENT TO SOIL SHALL HAVE 3 INCH MIN. CONCRETE COVER. 12. GROUT ALL CELLS CONTAINING REBAR, TYPICAL. �M J �Q oo 0 N z , v- 0 w c0 w \ 44 N < z 0 + .� s �. 25' LINE OF SIGHT W N Go �• �s 0 6�D;y k TER CREEK (LOT 44 SIDE YARD WALL) LS P L 2" BLOCK CAPS it O V) Ld C) ry I J h i i 'o #4 CONT. -�- U co O T_ x @ 401, O.C. h A _ 00 �, X I h h OQ0 (. O IV - CTR. HORIZONTAL: 1" =20' VERTICAL: 1 " =2' r h h O z h #4 CONT. TYP. a (4) TOTAL a a #4 @ 32" . OC. 3 CLR41� I� � TYP. � ALTERNATE v r LEGS I-oll Now man 21-6)) 6' -8" OR 7' -4" LANDSCAPING WALL (MIDDLE SECTION) N.T.S. WATERPROOFING SPECIFICATIONS 1. WATERPROOF SURFACE WITH 1/4"-THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L -8. w .O h �r� O ry Q �o O Lu ro z J~ W W Q ZW QW IL W STRUCTURAL NOTES GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDA110N NOTES 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES 1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C -150. 3. AGGREGATE: ASTM C -33. 4. WATER: CLEAN AND DRINKABLE. 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 6 LF.f 50 L. F. 2 B 362 . . . . . . . . . . M_'Jj. . . . . yN J . . . . . . . . . . . . . . . . . . . M_Jj.� . . . . . . . . . . . . .362 Q 0 0) 0 CL w J 360 :.......:.� ....: �u�.' ..:.......:....... Qa.-- .:.......:360 • - 19 L.F.f �W V 35�• 1J� ~ - TV U/ 358 :.......:. ....:. .. ...:.......:358 356 :.......:. ....:. ....:.......:... .. .. ...:.......:356 J 3 0 354........:. ...... ...............� .. .. ............354 W= 353.33 FAN /SHED. GRADE PROF /LE � (L QT SIDE) - F /N/5H GRADE' PROFILE 352:.......:. � ...:. rREEr .�IDZ� .... � .. :.......:352 y co N TOF= 351.33 • TOF= 350.67 350 :.......:.......:.......:.... ...:.......:.......:.......:350 20 +00 19 +00 BLOCK WALL PROFILE (LOT 44 SIDE YARD WALL) LS P L 2" BLOCK CAP - -� w O cd C) �- wQ I h rj ^ W f J Qh 0(.00 I xwh� 00 00 �• X I h h O h (10 O #4 CONT. TYP STRE SIDE #4 CONT. @ 40 O.C. OMIT HEAD JOINTS @ FG z 1 FINISHED GRADE #4 CONT. TYP� (4) TOTAL 3' CLR. TYP. ne,I I a* h LO-f SIDE #4 @ 24" O.C. �- WATERPROOF SURFACE TO FG FINISHED GRADE '00, h h O I � A L� .O ry z� � o ry Q � � p O O � 1 - #4 Q 241, O.C. i - ALTERNATE LEGS 3' -0" mom 6' -8" OR 7' -4" LANDSCAPING WALL (END.. S N.T.S. T R r r r v I D_Fr-.-j 2" BLOCK CAP O � O V) m (w Y h ! w 00 �Q I h V_ N X Qh w z 000 x 1 2" BLOCK CAP w O V) ( J qt- w Q I h 1 D O h Cre U to O xh h h �/�J 00 00 C)f hx p O #4 CONT. TYP STREET SIDE #4 CONT* @ 401, O.C. #4 @ 48 0.c. J #4 @ 48 "o.c. #4 CONT. TYP.- (2 TOTAL) OMIT HEAD ........................... JOINTS @ FG z i FINISHED GRADE #4 CONT. TYP-. (6) TOTAL) 3° CLRO, TYP. r 1 .I • h �- h 2. CONCRETE MIX DESIGN FOR FOOTINGS: 1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS. 2. 505 LB OF CEMENT (MIN) PER CUBIC YARD. 3. 3/4" AGGREGATE (MAX). 4. 5" SLUMP - MAXIMUM WATER/CEMENT RATIO: 0.50 (MAX). MASONRY NOTES 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C--90. 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI @ 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. LS P L LOT Slur #4 CONT. CNTR #4 CONT. FG 3" TYP. 3 h h > N O I m OKI h n h z w LL. Li �- WATERPROOF OMIT HEAD D h SURFACE TO FG JOINTS Q FG N r/ FINISHED GRADE Z1i11.w�J� 0 Nl000Nl�\_ N\ 5� z 0 o < FINISHED GRADE 4- X c ) �� z���Z'�°zw �Z�- ''"w(��WLLJ V) Z co O N h Uh wLi cont�_„ o 91 0 o cw�`' -` cn #4 CONT. TYP. a (4) TOTAL a a #4 @ 32" . OC. 3 CLR41� I� � TYP. � ALTERNATE v r LEGS I-oll Now man 21-6)) 6' -8" OR 7' -4" LANDSCAPING WALL (MIDDLE SECTION) N.T.S. WATERPROOFING SPECIFICATIONS 1. WATERPROOF SURFACE WITH 1/4"-THICK ASPHALTIC WATERPROOF COATING OR APPROVED EQUAL AS PER CITY STANDARD L -8. w .O h �r� O ry Q �o O Lu ro z J~ W W Q ZW QW IL W STRUCTURAL NOTES GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION. FOUNDA110N NOTES 1. FOR ALLOWABLE SOIL BEARING VALUES REFER TO THE SOILS REPORT AS PROVIDED. CONCRETE NOTES 1. MATERIALS: 1. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 2. CEMENT: PORTLAND CEMENT, TYPE II, ASTM C -150. 3. AGGREGATE: ASTM C -33. 4. WATER: CLEAN AND DRINKABLE. 5. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 6 LF.f 50 L. F. 2 B 362 . . . . . . . . . . M_'Jj. . . . . yN J . . . . . . . . . . . . . . . . . . . M_Jj.� . . . . . . . . . . . . .362 Q 0 0) 0 CL w J 360 :.......:.� ....: �u�.' ..:.......:....... Qa.-- .:.......:360 • - 19 L.F.f �W V 35�• 1J� ~ - TV U/ 358 :.......:. ....:. .. ...:.......:358 356 :.......:. ....:. ....:.......:... .. .. ...:.......:356 J 3 0 354........:. ...... ...............� .. .. ............354 W= 353.33 FAN /SHED. GRADE PROF /LE � (L QT SIDE) - F /N/5H GRADE' PROFILE 352:.......:. � ...:. rREEr .�IDZ� .... � .. :.......:352 y co N TOF= 351.33 • TOF= 350.67 350 :.......:.......:.......:.... ...:.......:.......:.......:350 20 +00 19 +00 BLOCK WALL PROFILE (LOT 44 SIDE YARD WALL) LS P L 2" BLOCK CAP - -� w O cd C) �- wQ I h rj ^ W f J Qh 0(.00 I xwh� 00 00 �• X I h h O h (10 O #4 CONT. TYP STRE SIDE #4 CONT. @ 40 O.C. OMIT HEAD JOINTS @ FG z 1 FINISHED GRADE #4 CONT. TYP� (4) TOTAL 3' CLR. TYP. ne,I I a* h LO-f SIDE #4 @ 24" O.C. �- WATERPROOF SURFACE TO FG FINISHED GRADE '00, h h O I � A L� .O ry z� � o ry Q � � p O O � 1 - #4 Q 241, O.C. i - ALTERNATE LEGS 3' -0" mom 6' -8" OR 7' -4" LANDSCAPING WALL (END.. S N.T.S. T R r r r v I D_Fr-.-j 2" BLOCK CAP O � O V) m (w Y h ! w 00 �Q I h V_ N X Qh w z 000 x 1 2" BLOCK CAP w O V) ( J qt- w Q I h 1 D O h Cre U to O xh h h �/�J 00 00 C)f hx p O #4 CONT. TYP STREET SIDE #4 CONT* @ 401, O.C. #4 @ 48 0.c. J #4 @ 48 "o.c. #4 CONT. TYP.- (2 TOTAL) OMIT HEAD ........................... JOINTS @ FG z i FINISHED GRADE #4 CONT. TYP-. (6) TOTAL) 3° CLRO, TYP. r 1 .I • h �- h 2. CONCRETE MIX DESIGN FOR FOOTINGS: 1. CLASS 3 CONCRETE, 2500 PSI AT 28 DAYS. 2. 505 LB OF CEMENT (MIN) PER CUBIC YARD. 3. 3/4" AGGREGATE (MAX). 4. 5" SLUMP - MAXIMUM WATER/CEMENT RATIO: 0.50 (MAX). MASONRY NOTES 1. MATERIALS: 1. CONCRETE BLOCK MASONRY UNITS: ASTM C--90. 2. REINFORCING: ASTM A615, GRADE 60 DEFORMED BARS. 3. ADMIXTURES: ONLY AS APPROVED BY THE ENGINEER. 2. MORTAR: 1. STRENGTH: TYPE S, 1900 PSI @ 28 DAYS. 3. GROUT: 1. STRENGTH: 2000 PSI @ 28 DAYS. 2. CONCRETE BLOCK MASONRY UNITS SHALL BE DRY AND CLEAN BEFORE GROUTING OPERATION. LS P L LOT Slur #4 CONT. CNTR #4 CONT. FG 3" TYP. 3 h h > N O I m OKI h n h z w LL. Li �- O I Q � D h .� O N r/ n, Z1i11.w�J� 0 W o < > aW!zz� ©w� 0 o < d � - zcow c� < 0 4- X c ) �� z���Z'�°zw �Z�- ''"w(��WLLJ V) Z co O N h Uh wLi cont�_„ o 91 0 o cw�`' -` cn z oz0 D � ■ w LL. Li �- _j ° w Wz I- wLL�w z w�,�`ui w%TV w0 0 U. .� w oz MW z< z cn 0 m cr' }_- O cnu- -z�J'c- U O��.OZ,�tntl�� =��Z� c� z C�% I.C9 Z1i11.w�J� Cw'7r°�z,_c Mw a,: 0 W o < > aW!zz� ©w� "". w CU cl o - d � - zcow c� < 0 4- X c ) �� z���Z'�°zw �Z�- ''"w(��WLLJ V) Z co °wQw��wI -coo N ,�-- z z aK'w � wLi cont�_„ o 91 0 o cw�`' -` cn z oz0 0Ww� -�o°z� z�z� =o>0 °o � � O W ©m � V 0 z Z 0 N (.) w - z Lu a- z z z - w <2�cW� 0l U- 0 �LL LUa)WO rL Q(U 0 0) Ll. Z <m1 auj C?L:..CWL z�0>- wtaoa.mM, a;� cn;=�:�wwamo co o =Uw= w' < c) L> ctL) _U °0W,,,. iC_? °� w Q�z >�mQco > }u.t� - -u10co uj mujO�Z��p,jm' ww00wz cn>-cl)' w 1 0 Lij Z D: A c"i w LL w 'T 0 z 0 a. 0 ° 3: W w w o cn > w LL W 0 g Q .. Q_ L1 O a- 00 ' M >' w� o w 0 FINISHED GRADE h h CN - #4 @ h 16" O.C. - ALTERNATE LEGS 6 2)-3)1 3 6' -8" OR 7' -4" LANDSCAPING WALL (END- SECTION) N.T.S. U- .0 z�h �r I O h .ry �o O to E 00 3.1 (D W Z N Q w L DATE 4/09/2013 N PA JOB No. 12 -2656 r- 4 c SHEET E O E (o ILL N OF 3 SHEETS CONSTRUCTION NOTES: ALL STATIONS AND OFFSETS ARE TO BACK OF WALL (LOT SIDE) ALONG LANDSCAPE EASEMENT UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STEP IN WALL TO OCCUR AT PILASTER. i 10 +00.00 Of O QI O W �I 0 J LEGEND, = THIS SHEET AP = ANGLE POINT BC = BEGIN CURVE CL = CENTERLINE CONC = CONCRETE CONST = CONSTRUCTION EC = END CURVE FTG = FOOTING GB = GRADE BREAK LS = LANDSCAPE R/W = RIGHT OF WAY TOF = TOP OF F001I N G CTR = CENTER TOW = TOP OF WALL RETG = RETAINING MAX = MAXIMUM MIN = MINIMUM CLR = CLEAR WL = WALL STATION HDPE = HIGH DENSITY POLYEHTYLENE ST ST CL RW 'W'do 6 l..F.t 2 w LO to to 362 M to. V� 360 358 354:. ...� a • 352 ! O 350 •••••••!� PANAMA LANE -N- HORIZONTAL: 1"=209 VERTICAL: 1"=2' r W Ld 3: Q W J U RCE 33448 EXPv Y- VK,.D W. PORTERI 22 L. F. i 199 L. F. f 30 L. F. f 21 L.F. ± 6 L. F. f J 15 L. F. f 30 L.F. ± 52 L.F. ± 24 L F. f 6 L.F. ± B A B B C B rA rB C 2 2 2 2 2 2 2 2 2 2 • N -j P.J 'n JO p c3p M w w w w w w w w .... :. w w C) Z co tt) to Z J C� C J LO ,J to _' OD 1- 0- 0) Z N 1- N -- N J 0 z OD J N F- N ...I N 0 L. ij %;,! .t, L 11 00. u co W co D • . . . . I� L J LJJ W J co 00 w r'. 3:: co W c� o 3:: CO J 1 M t o Z z z to N CO 00 !, °° � ' Z � Z Z ° Z � ° . . a = . . . . . . . . • . . . . . . . . ... ` .. . . . . . . . . . .. . . . m . • . . • . . • . . . • . . . . . . . . . . . . . m . . Q . . . . . . . . • . . . . . . . . . . . . . . • . . . . . • .. •- co n. 00 lr� V�. 362 r 00 00 N � a • . • . • • • s . • � rl*% - 00 + . + + M . to + En + • + (n • + . r- Irma �- �-- �- N N N N Tof -,Of NiAeLe VqAtkAw- . . . . . . . . . . . . . • • • • • . • • • • • • • w • • m ! . • • • w s • • • • • • • • • • • • • • • • • • ! • • • • m • • • • • • • • • • • • a • • • • • • • • .. • • • • • • . • • • • • • • ! • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • m • • • • • • • ! e • • • • . • • • • • • • • • • • • • • • • • + • • • • • • • • • • • • • • • • • • • • . . • e • • . • • . . • • • • • w • . w . %360+ TOW= 359.33 • TO W= 359.3.3 . . . . . . . . . . . . • . . .. • . . " -z A. • • .358 • . . • • f . f • • • • • • • • • • • • e • . w . m • . • • w • • • • ! • • • • . • • • • • • • • • • . • • • • • • • • • • • ! • . • • • • • • • • . • • • f • • • . • • • • • • • • • • • • • ! . • • • • • • • • • • • • • • ! . • • • • • • • • • • • • • • • • • . • ! • • • • • • • • • • • • • • • . • • . • • • ! • • • . • • . ! • ! • . . . • • • • • • • . • o+� Q ...... .... ............... Q............... ................. ..........................•.... ........ ............. ... ............................... .................... 356 00 • Q • X _ • w FINISHf -D GRADE PROFILE 51I. • ••..•••••! . . . . . . . ............ •••••••••••••.•... •••.••••••f••••!• ♦•••••••••.••• .• •••.••••.. .. ••••••. • ••.•••••• •••.......a(�,TREL+..SIDE� • • • + w r w . FINISHED GRADE PROFILE F /NISHED. GRADE PRO .FILE STREET SIDE PUNISHED GRADE )PROFILE i — ._.___.. . L 4 T SIDE) 0(L O T SIDE) • • ! •• ••••••• •••••••••• ......... •••••••• •• ................. ••.... ••--- ••••••••••••••• ............352 TOF= 352.00 • ---_. TOF= 352.00 �' — — -- -- -- — — — TOF= 351.33 TOF- 351 .33 _ —` DESIGN FL OWLINE PROf-lLE ISO% (01 . DESIGN FL 0WLINE PROFILE wTOF 350. 7-- — Tt3F = 350.67 . ` • • • • • • • • . • • • . • • • e • • • • • • • • f • • • . • • • • • • • • • ! • • . • . • • . • • • . • • . • • • • • • • • • • • • • • • • • • • • • • ! ! • . • f • • • • • • • • • • ! • • . • • . • • . f • • • • • • • i ! • • • • . . • • ! • • • • • • + • • • • . • . • • • • • . . • . • • e • • • f • • • • • ! • • . • • • • . • f • • • • • • . • ! w . • . . . . • ! • . . • • ! • ! 350 'Tof , 350.00 17+00 18+00 19+00 20+00 21+00 BLOCK WALL PROFILE 3 — DATE U Z U) 0 t� � M 0) LO }� .E w LL o U) V SG Z "�' N' W W �(�4Jt c • i cl C) 106 }J ui W 04 M C (0 z 00 we 0 W w L.L Lu c+ L.L. Lit W z -j ;' Z z t10 w w t�w 2 w w 1- w LL R tin a� M J W ; > U 7 t • LAJ co C3 O0c zQ0t�L .may LALI V- LL V- d V Q w o LDSC ul M J z ° (0 z wawa- - PL_�'� VJ 2 Z0Z c ©�d3::w n¢ W 5.5' WIDE SIDEWALK °z m o w P O a_ SECTION �z N.T.S. c) 3: W. =z-05mcno w0ED LLw 0 M1�- `'��w ..cwn I�. UUzLi0 Ct) Lu 5 wC.,}��0(Z' ia)criV wwg4 w= zm '^• ��w��Z�Q 2 n ° p = V w = w LL LLI Q -1 6 ©�ww w0, 0W WcI-i!- -m j W C/) �Lt 55 Q�Q0Lzd 0 cn� wwwo 2wz u>>•W uj z D a 0 ° ©u- z � �' z z t3 0 L�' 3: F-E-e 0 a F- w < 2 W D 2 0 0= <C) 0- �- �'- m (0 2 ;F� w z cl ',-- Lau < 0 0::� im Lu 6 l..F.t 2 w LO to to 362 M to. V� 360 358 354:. ...� a • 352 ! O 350 •••••••!� PANAMA LANE -N- HORIZONTAL: 1"=209 VERTICAL: 1"=2' r W Ld 3: Q W J U RCE 33448 EXPv Y- VK,.D W. PORTERI 22 L. F. i 199 L. F. f 30 L. F. f 21 L.F. ± 6 L. F. f J 15 L. F. f 30 L.F. ± 52 L.F. ± 24 L F. f 6 L.F. ± B A B B C B rA rB C 2 2 2 2 2 2 2 2 2 2 • N -j P.J 'n JO p c3p M w w w w w w w w .... :. w w C) Z co tt) to Z J C� C J LO ,J to _' OD 1- 0- 0) Z N 1- N -- N J 0 z OD J N F- N ...I N 0 L. ij %;,! .t, L 11 00. u co W co D • . . . . I� L J LJJ W J co 00 w r'. 3:: co W c� o 3:: CO J 1 M t o Z z z to N CO 00 !, °° � ' Z � Z Z ° Z � ° . . a = . . . . . . . . • . . . . . . . . ... ` .. . . . . . . . . . .. . . . m . • . . • . . • . . . • . . . . . . . . . . . . . m . . Q . . . . . . . . • . . . . . . . . . . . . . . • . . . . . • .. •- co n. 00 lr� V�. 362 r 00 00 N � a • . • . • • • s . • � rl*% - 00 + . + + M . to + En + • + (n • + . r- Irma �- �-- �- N N N N Tof -,Of NiAeLe VqAtkAw- . . . . . . . . . . . . . • • • • • . • • • • • • • w • • m ! . • • • w s • • • • • • • • • • • • • • • • • • ! • • • • m • • • • • • • • • • • • a • • • • • • • • .. • • • • • • . • • • • • • • ! • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • m • • • • • • • ! e • • • • . • • • • • • • • • • • • • • • • • + • • • • • • • • • • • • • • • • • • • • . . • e • • . • • . . • • • • • w • . w . %360+ TOW= 359.33 • TO W= 359.3.3 . . . . . . . . . . . . • . . .. • . . " -z A. • • .358 • . . • • f . f • • • • • • • • • • • • e • . w . m • . • • w • • • • ! • • • • . • • • • • • • • • • . • • • • • • • • • • • ! • . • • • • • • • • . • • • f • • • . • • • • • • • • • • • • • ! . • • • • • • • • • • • • • • ! . • • • • • • • • • • • • • • • • • . • ! • • • • • • • • • • • • • • • . • • . • • • ! • • • . • • . ! • ! • . . . • • • • • • • . • o+� Q ...... .... ............... Q............... ................. ..........................•.... ........ ............. ... ............................... .................... 356 00 • Q • X _ • w FINISHf -D GRADE PROFILE 51I. • ••..•••••! . . . . . . . ............ •••••••••••••.•... •••.••••••f••••!• ♦•••••••••.••• .• •••.••••.. .. ••••••. • ••.•••••• •••.......a(�,TREL+..SIDE� • • • + w r w . FINISHED GRADE PROFILE F /NISHED. GRADE PRO .FILE STREET SIDE PUNISHED GRADE )PROFILE i — ._.___.. . L 4 T SIDE) 0(L O T SIDE) • • ! •• ••••••• •••••••••• ......... •••••••• •• ................. ••.... ••--- ••••••••••••••• ............352 TOF= 352.00 • ---_. TOF= 352.00 �' — — -- -- -- — — — TOF= 351.33 TOF- 351 .33 _ —` DESIGN FL OWLINE PROf-lLE ISO% (01 . DESIGN FL 0WLINE PROFILE wTOF 350. 7-- — Tt3F = 350.67 . ` • • • • • • • • . • • • . • • • e • • • • • • • • f • • • . • • • • • • • • • ! • • . • . • • . • • • . • • . • • • • • • • • • • • • • • • • • • • • • • ! ! • . • f • • • • • • • • • • ! • • . • • . • • . f • • • • • • • i ! • • • • . . • • ! • • • • • • + • • • • . • . • • • • • . . • . • • e • • • f • • • • • ! • • . • • • • . • f • • • • • • . • ! w . • . . . . • ! • . . • • ! • ! 350 'Tof , 350.00 17+00 18+00 19+00 20+00 21+00 BLOCK WALL PROFILE 3 — DATE U Z U) 0 t� � M 0) LO }� .E w LL o U) V SG Z "�' N' W W �(�4Jt c • i cl C) 106 }J ui W 04 M C (0 z 00 we 0 W w L.L Lu c+ L.L. Lit W z -j ;' Z z t10 w w t�w 2 w w 1- w LL R tin a� M J W ; > U 7 t • LAJ co C3 O0c zQ0t�L .may snz�w�v�w�w • © w Z IA LL. W � .J t VJ 2 6" TYPE "B" CURB & GUTTER c ©�d3::w n¢ W 5.5' WIDE SIDEWALK °z m o w P O �zcr � SECTION - �oi°`=oo°Zo N.T.S. c) 3: w0ED LLw 0 ..cwn I�. UUzLi0 Ct) Lu 5 Q --o '^• ��w��Z�Q v6���W°f QU> °� 21 +30.67 .-- p = V w = w LL Q -1 6 ©�ww w0, 0W WcI-i!- -m j W C/) �Lt 55 Q�Q0Lzd 0 wwwo 2wz u>>•W uj z D a 0 F-E-e 0 a F- w < 2 6 l..F.t 2 w LO to to 362 M to. V� 360 358 354:. ...� a • 352 ! O 350 •••••••!� PANAMA LANE -N- HORIZONTAL: 1"=209 VERTICAL: 1"=2' r W Ld 3: Q W J U RCE 33448 EXPv Y- VK,.D W. PORTERI 22 L. F. i 199 L. F. f 30 L. F. f 21 L.F. ± 6 L. F. f J 15 L. F. f 30 L.F. ± 52 L.F. ± 24 L F. f 6 L.F. ± B A B B C B rA rB C 2 2 2 2 2 2 2 2 2 2 • N -j P.J 'n JO p c3p M w w w w w w w w .... :. w w C) Z co tt) to Z J C� C J LO ,J to _' OD 1- 0- 0) Z N 1- N -- N J 0 z OD J N F- N ...I N 0 L. ij %;,! .t, L 11 00. u co W co D • . . . . I� L J LJJ W J co 00 w r'. 3:: co W c� o 3:: CO J 1 M t o Z z z to N CO 00 !, °° � ' Z � Z Z ° Z � ° . . a = . . . . . . . . • . . . . . . . . ... ` .. . . . . . . . . . .. . . . m . • . . • . . • . . . • . . . . . . . . . . . . . m . . Q . . . . . . . . • . . . . . . . . . . . . . . • . . . . . • .. •- co n. 00 lr� V�. 362 r 00 00 N � a • . • . • • • s . • � rl*% - 00 + . + + M . to + En + • + (n • + . r- Irma �- �-- �- N N N N Tof -,Of NiAeLe VqAtkAw- . . . . . . . . . . . . . • • • • • . • • • • • • • w • • m ! . • • • w s • • • • • • • • • • • • • • • • • • ! • • • • m • • • • • • • • • • • • a • • • • • • • • .. • • • • • • . • • • • • • • ! • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • m • • • • • • • ! e • • • • . • • • • • • • • • • • • • • • • • + • • • • • • • • • • • • • • • • • • • • . . • e • • . • • . . • • • • • w • . w . %360+ TOW= 359.33 • TO W= 359.3.3 . . . . . . . . . . . . • . . .. • . . " -z A. • • .358 • . . • • f . f • • • • • • • • • • • • e • . w . m • . • • w • • • • ! • • • • . • • • • • • • • • • . • • • • • • • • • • • ! • . • • • • • • • • . • • • f • • • . • • • • • • • • • • • • • ! . • • • • • • • • • • • • • • ! . • • • • • • • • • • • • • • • • • . • ! • • • • • • • • • • • • • • • . • • . • • • ! • • • . • • . ! • ! • . . . • • • • • • • . • o+� Q ...... .... ............... Q............... ................. ..........................•.... ........ ............. ... ............................... .................... 356 00 • Q • X _ • w FINISHf -D GRADE PROFILE 51I. • ••..•••••! . . . . . . . ............ •••••••••••••.•... •••.••••••f••••!• ♦•••••••••.••• .• •••.••••.. .. ••••••. • ••.•••••• •••.......a(�,TREL+..SIDE� • • • + w r w . FINISHED GRADE PROFILE F /NISHED. GRADE PRO .FILE STREET SIDE PUNISHED GRADE )PROFILE i — ._.___.. . L 4 T SIDE) 0(L O T SIDE) • • ! •• ••••••• •••••••••• ......... •••••••• •• ................. ••.... ••--- ••••••••••••••• ............352 TOF= 352.00 • ---_. TOF= 352.00 �' — — -- -- -- — — — TOF= 351.33 TOF- 351 .33 _ —` DESIGN FL OWLINE PROf-lLE ISO% (01 . DESIGN FL 0WLINE PROFILE wTOF 350. 7-- — Tt3F = 350.67 . ` • • • • • • • • . • • • . • • • e • • • • • • • • f • • • . • • • • • • • • • ! • • . • . • • . • • • . • • . • • • • • • • • • • • • • • • • • • • • • • ! ! • . • f • • • • • • • • • • ! • • . • • . • • . f • • • • • • • i ! • • • • . . • • ! • • • • • • + • • • • . • . • • • • • . . • . • • e • • • f • • • • • ! • • . • • • • . • f • • • • • • . • ! w . • . . . . • ! • . . • • ! • ! 350 'Tof , 350.00 17+00 18+00 19+00 20+00 21+00 BLOCK WALL PROFILE 3 — DATE U Z U) 0 t� � M 0) LO }� .E w LL o U) V SG Z "�' N' W W �(�4Jt c • i cl C) 106 }J ui W 04 M C (0 z 00 we 0 W w L.L Lu c+ L.L. Lit W z -j ;' Z z t10 w w t�w 2 w w 1- w LL R tin a� M J W ; > U 7 t • E M 00 O r t LO z N c co DATE 4/09/2013: PA JOB No.-- ., 12 -2656 co r rt�rt+ SHEET W E =v) Y E LO N. OF 3 SHEETS • r 78 t� • t 1 � t E M 00 O r t LO z N c co DATE 4/09/2013: PA JOB No.-- ., 12 -2656 co r rt�rt+ SHEET W E =v) Y E LO N. OF 3 SHEETS • r 78