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2008-525 SG (Plans) EXI5ITN& 6' H. CMU - ,:,In!tds e BARRIER WALL ` 2 TO RE MAIN EXISITNG GRADE 8 CMU WALL PROPOSEE� TO REMAIN - R v H. CMU I, WALL PER - I E � R U #4 12" O.L. (VERY.) ! SAN DIEGO EXISITNG 4' H. CMU PROPOSED RETAINING WALL ` _ _ #4 16 O.C. (HORIZ.) REGIONA s � \ z hen s r " #2D � �� ._, �y - � � j � - HA PER DRAWING C -3 m STANDA � >3>«h �- � � MU WALL E 0' 5' 10' 20 g \ SAN DIEGO 12" CMU WALL r f, 4 EXISITNG GRADE 4" PERFORATED DRAIN REGIONAL 4 TO REMAIN I /WRAPPED IN FILTER FABRIC, STANDARD EXISITNG 6' H, CMU DR c - 3 2X4 MORTAR KEY SLOPED TO BRAIN. r'�... -- / F • y \ t B ARRIER WA _ a - -- - - rr ;_ H_ I; th s{ I i GRAPI� SCALE 1° 10'� f N .1 -rA r �- 'r!�r PRO 4-POSED 65.0 "1 �:"'°` ;'� � .; ' ., .' * ' -' .'.' `' , • 30" WIDE X 24" DEEP CONY. ; � --� ` �f - - - - -- - -� o I ..`` ; ,`;..�,_ �.... 'a GRADE BEAM CMU WALL PER , •• \ ... :�, . ,. DETAI �n \ \ f 2007 TeleAllaf L 4 ~' Y.. . . i• • - - - _ u L ` rl T_ 81.3 `r,rr X32 - "- b• r ` ' - S{ L � /4. f. I ` MIN L" � IP ON SA -1 7 END NEW WA \ `r� VICINITY MAP r 4 r r NOT To S CA LE � , � SE1/ a ION a ` • v j ' -�- •• _ 1-- r. r- \ \ \ #3 TIE Q 12" O.C_ G - ` .. 30"X30"X30" DEEPENED PIER ; - 4 - 'r- _ • i fr -L 1 :! , R CONSTRUCTION NOTES 2 #4 TOP .' LOCATION PER PLOT PLAN E BOTTOM C ONT. _� ' - -- - - -- I o : , ; #4 e; {,r, E n • - 4 -8" CMU WALL ALONG THI5 AREA I5 ALREADY CONSTRUCTED PER DETAIL "1" ON PROPOSED GRADE - ____� __ -_�\ SA -1. AN "AS- BUILT' CERTIFICATION BY THE ENGINEER O F RECORD Is REQUIRED F - /� ��„ a° `r r' ,L I` `'' f #3 TIES �+ 12 " O.C. • f • a er r�rr -.T E ;s € \ FOR THIS WALL. d - L .. N TvFIC11 � CTI0 1 EL_ 0V 1 f ow 63n (5'-4`j ' \ PROPOSED 4 1 -8" CMU WALL IS REQUIRED ALONG THE PROPERTY LINE. THE WALL ' 2' - 6 1 ' I \ WILL BE CONSTRUCTED PER SAN DEEGO REGIONAL STANDARD DRAWING "C4" AND EXISITNG GRADE '" - - - -- E f DEEPENED PIER - �c'. WILD. NOT ENCROACH INTO THE NORTHERLY PROPERTY. 18 "X18 "X48" DEEPENED PIER H N , (TYR) ' 1 � � j PROPOSED GRADE i L ' ' 'r - -- _,rr � E @ LOCATION PER PLOT PLAN - 1 ? , B 1 ! SEE SECTIONS A AND B FOR THE EXISTING AND PROPOSED GRADES. _ _ T 4 #4 (VERT.} 3� , 7_ - r. Tr ,. f 1 ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO VERIFY ALL DIMENSIONS !� w I EXISITNG ; AND ELEVATIONS PRIOR TO CONSTRUCTION START UP, P P ` * ° ; a . • -0 ` - .- -- -_ -� ;,,;n r , ft 1 { I O 1 „ -- -- - - - - - -. - - - - - I P RO PO SED C PC r 4 r -8 , �; e' i4: rl• r rr,k 1 t - -, H. , 1 RESIDENCE 1 4 CMU WALL PER - : ; ` .'' .:.. _L_ _ a LEGEND :, __ , - -- - - - -- -- - - _- C) I Lu I .......... DETAIL "I" �'.:..r , . r ' • a '1` [. �- nr�nr' 1 �ti n7- - j°c �^ ]!,Lr(; C(e` J'..3 ]t'.',i'j: Y .. P 4 ! PROPERTY LINE (N) FOOTING O sA -1 } - , ❑li h u, ti' F.F. = 132 `, - - -� �C O j } e - - - -- -- - -- - E � Y- {I I � l Yl v ` fVr�_ TA.ViRii: :7R .V is .vria rt •., u/ -{ I ��d INr sE nlc n3,•'�3 j w � _ CENTER LINE (N) CMU WALL DETAIL CTI B 1 _ Ik , 5E ON - � t NOT T O SCALE � , � � r I 78 I (E) HOUSE (E) CMU WALL I 5A -1 N O T ES _- ___ AL 3 -4" ,� ;4,' - - -- (NOTES CONTINUED ° �i �is�"��'; ".� 00, �Mb C e w E c , p� ,-� �p� r �� T►�E up t H 3 A ALL SURFACE WATER SHALL DRAIN AWAY FROM STRUCTURE- 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 13, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 9. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE , PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER, HE SHALL STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN • ', • • • • • • • ° 8) THESE PLANS AND WORK SH COMPLY WITH CALIFORNIA BUILDING SAME GRADE SIZE AND SPACING AS VERTICAL WALL • H Q CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR X STANDARDS CODE FOUND IN STATE OF CALIFORNIA TITLE -24 CCR'S AS REINFORCING. CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AMENDED AND ADOPTED BY THE CITY OF SAN DIEGO. AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT -fi 0 /C SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR EROSION OF FRESHLY Y GRADE[ AREAS UNTIL SUCH TIME AS PERMANENT i "4 c) MINIMUM STANDARDS FOR CONSTRUCTION SPECIFICATIONS IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN INSPECTION. DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. I INFORMATION BULLETIN NO. 112, DATED MARCH 1995 SHALL APPLY AND PLACE p DECK OUTLINE FOLLOWED UNL ESS OTHERWISE NOTED IN PLANS. REINFORCED MASONRY: �: 14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL • ~ SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL d` THIS PROJECT SHALL CONFORM WITH TITLE - 24 AND 2001 C. B.C., U.B.C. , t I U P 1. RETAINING WALLS SHALL BE SOLID GROUTED. CONCRETE ©) VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE D ,� GROUT SHALL. ATTAIN MINIMUM COMPRESSION STRENGTH OF CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. BATED 0 o j E) CALL FOR INSPECTION PRIOR TO PLACEMENT OF NEW FOOTINGS. 2 ,000 PSI IN 28 DAYS, AND MORTAR SHALL ATTAIN A LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM MINIMUM STRENGTH OF 1,800 PSI IN 28 DAYS. IT SHALL NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF LLJ 1 oI SHE STRUCTURE WILL BE LOCATED ENTIRELY ON NATIVE/UNDISTURSED CONSIST OF PART PORTLAND CEMENT, 3 % PARTS SAND T 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL { _ _ OWNER /ENGINEER ME AN 0 ES THAN Y BE THE CONTRACTORS RESPONSIBILITY TO PLACE. SPREAD, WATER AND �_ NOT L 11 - ! - _ PART OR MORE THAN P I COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. A N Y L .................... ................................................... .................... -....... ............. .. ..... ....... ................ ................. H � ART LIME. • SIZES, 2. ALL CELLS SHALL BE FILLED WITH GROUT AND GROUT 3 APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SI I LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE G) IF THE BUILDING INSPECTOR SUSPECTS FILL EXPANSIVE SOILS OR ANY VIBRATED WITH MECHANICAL EQUIPMENT WITHIN 10 MINUTES STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES EXISITING GEOLOGIC INSTABILITY BASE UPON OBSERVATION OF THE FOUNDATION OF POURING TO INSURE CONSOLIDATION, RODDING WILL NOT CMU WALL I EXCAVATION INSPECTION A SOILS OR GEOLOGICAL REPORT, AND RESUMIT BE ACCEPTED, BRING GROUT TO A POINT 2" FROM THE TOP BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. OR EXCAVATION AND ENBANKMENTS SHALL BE SHAPED. PLANTED AND TO REMAIN OF PLANS TO PLAN CHECK TO VERIFY THAT REPORT RECOMMENDATIONS HAVE OF MASONRY UNITS WHEN GROUTING OF SECOND LIFT IS TO TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND I �� BE CONTINUED AT ANOTHER TIME. BEEN INCORPORATED MAYBE REQ UIRED. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE ORDELY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER 3. TO INSURE PROPER BONDING BETWEEN THE FOOTING AND GRADING. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO E XIS ITN G CONTOURS BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND THE FIRST COURSE OF BLOCK, A MORTAR KEY SHALL BE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING FORMED BY EMBEDDING A FLAT 2 X 4 FLUSH WITH AND AT PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING ORDINANCE. THE TOP OF FRESHLY POURED CONCRETE FOOTING. THE 2 X � DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 4 SHOULD BE REMOVED AFTER THE CONCRETE HAS STARTED EXISTING PRIOR TO GRADING. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL TO HARDEN (APPROXIMATELY 1 HOUR). BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 4. THE REINFORCED MASONRY WALLS SHALL BE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A CONSTRUCTED OF MEDIUM WEIGHT UNITS CONFORMING TO MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL I ASTM C90, GRADE "N 1 ", F'M = 1,500 PSI. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER 5. STEEL REINFORCEMENT SHALL CONFORM TO ASTM A615, SURVEYOR. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. A616, AND A617, GRADE 60. BARS SHALL LAP 40 OWNER'S CERTIFICATE 65.0' DIAMETERS, WHERE SPLICED, UNLESS OTHERWISE SHOWN ON 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY -� - �' - - THE PLANS. BENDS SHALL CONFORM TO THE ACI MANUAL OF DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS STANDARD PRACTICE. BACKING FOR HOOKS IS FOUR TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE GENERAL NOTES: 4. ALL FOOTING SHALL EXTEND AT -LEAST 12" INTO DIAMETERS. SPACING FOR PARALLEL BARS IS CENTER TO REGULATIONS. RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND 1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE 10. INCLUDE ENGINEERING FEES, ENGINEERING DESIGN TIME, AND UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED CENTER OF BARS. ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. PRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES. TYPICAL BUILDING DEPARTMENT APPROVAL TIME IN THE COST OF FILL. SOIL SHOULD BE DAMPENED PRIOR TO PLACING GRADING CONCRETE IN FOOTING. DATE:- ___________ DETAILS SHALL BE USED WHENEVER APPLICABLE. PROPOSED MATERIAL ALTERNATES. CONTACT ENGINEER FOR FEE L � _ �" boa - --- - 11 5. REINFORCING, ANCHOR BOLTS AND ALL OTHER 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AMOUNT, SUBMIT MATERIAL ALTERNATE FOR REVIEW BEFORE EMBEDDED ITEMS SHALL BE HELD SECURELY IN POSITION APN: STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE AND SITE CONDITIONS BEFORE STARTING WORK AND THE CONSTRUCTION PRIOR TO PLACING CONCRETE. HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SIGOATU __ _ _-_______ ____ ENGINEER /ARCHITECT SHALL BE IMMEDIATELY NOTIFIED, IN WRITING, 260- 630 -11 RECOGNIZED HOLIDAYS. AN] TAYLOR OR ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED REINFORCED CONCRETE: REINFORCING STEEL: FROM PLANS, SECTIONS, OR DETAILS OF THE STRUCTURAL DRAWINGS. OWNER/CLIENT: 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADJNG MEETING 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS 1. CEMENT SHALL CONFORM TO ASTM C150 1. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60 FOR HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY OF THE DRAWING SHALL BE BROUGHT TO THE ATTENTION OF, AND 2. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM #5 AND LARGER AND GRADE 40 FOR #4 AND SMALLER. MS. JANINE TAYLOR INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND THE UNDER GNED ENGINEE GREE THAT THE WORK PERFORMED BY THE RESOLVED WITH THE ENGINEER BEFORE PROCEEDING WITH ANY WORK TO ASTM C33 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND PO BOX 910478, PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT ENGIN ALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND SO INVOLVED. 3. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN SHALL BE LAPPED 12 INCHES MINIMUM PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER 4. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE ACCORDANCE WITH ASTM C94 3. REINFORCING DETAILS SHALL CONFORM TO THE CONCRETE SAN DIEGO, CA 92191 LEAST 48 HOURS IN ADVANCE BY CALLING (fi19} fi33 -2770. AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT 5. THE CONTRACTOR SHALL DETERMINE THE LOCATIONS OF UTILITY AC1301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR PRACTICE " , LATEST VERSION AND CHAPTER 7 OF ACI 318, JOB ADDRESS: 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT SERVICES IN THE AREA TO BE EXCAVATED BEFORE BEGINNING BUILDINGS EXCEPT AS FOLLOWS: UNLESS NOTED ON THESE DRAWINGS. CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS EXCAVATION. FOOTINGS &STEM WALLS 2500 PSI IN 28 DAYS. 4. MINIMUM LAP SPLICES OF REINFORCING BARS BE AS 1532 SUMMIT AVE. AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL CARDIFF CA 92007 ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS , . 6. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLAB ON GRADE 2500 PSI IN 28 DAYS. FOLLOWS: NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY SLABS, BEAMS, OR WALLS NOR SHALL ANY STRUCTURAL MEMBER BE A) CONCRETE: CLASS B AS DEFINED IN AC1318 -89 B) REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE CUT FOR PIPES, DUCTS, ETC. THE CONTRACTOR SHALL OBTAIN PRIOR 5. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE MASONRY: 40 CAR DIAMETERS OF 18" MINIMUM DESCRIPTION OF WORK: HAULING OPERATION. THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES DUCTS , ETC. ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 AND BE 5. VERTICAL BARS IN CONCRETE WALLS SHALL BE ACCURATELY BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE 7. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE OF A TYPE THAT INCREASES THE WORKABILITY OF THE CONCRETE POSITIONED AT THE CENTER OF THE WALL UNLESS NOTED PROVIDING "AS- BUILT' 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GR�DING PERMIT BUT CITY OF ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY REQUIREMENTS OF THE 1997 UBL. BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED OTHERWISE. DRAWINGS d CALCULATIONS PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, 8.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE 6. REINFORCING DETAILING, BENDING, AND PLACING SHALL BE FOR AN EXISTING AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF USED.) IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL RETAINING WALL FOR PERMIT N0.9267 -G HAS BEEN PERFORMED 1N SUBSTANTIAL CONFORMANCE WITH WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL 6. ALL CONCRETE SHALL BE CONSOLIDATED USING MECHANICAL INSTITUTE "MANUAL OF STANDARD PRACTICE," LATEST EDITION. PERMITTING PURPOSES THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED OUT OF THE WORK PERFORMED BY THE ENGINEER. PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY VIBRATORS. 7. REINFORCING STEEL SHALL BE PROVIDED WITH THE PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. FOLLOWING AMOUNTS OF COVER FOR CAST- IN- PLACE LEGAL DESRIPTION: OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. BY: DATE: ��� ( ID THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD ENGINEER CONCRETE: - - - - -- - -- - - - -- ---- FOUNDATION: