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Home My WebLink About1.7-7231a GENERAL NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND PRELIMINARY SOILS REPORT BY SALEM ENGINEERING GROUP. INC. DATED_ -W1 13 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SOILS REPORT, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE 4. SURFACE DRAINAGE TO BE ONE (19:) PERCENT MINIMUM TO APPROVED DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 5. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS PRIOR TO PLACING ANY FILL MATERIAL 6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 8. ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 9. FACES OF ALL CUT AND FILL SLOPES TO BE SHALL BE PLANTED WITH A (MOUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 10. ALL CUT AND /OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES. 12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP GE CUT AND FILL SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL 14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY OF THE TOP OF EXISTING AND /OR PLANNED SLOPES. 15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 16. ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 17. WORK CREWS SHALL SHUT OFF CONSTRUCTION EQUIPMENT WHEN NOT IN USE. 18. ANY WORK WITHIN EXISTING CITY RIGHT OF WAY WILL REQUIRE AN OPEN STREET PERMIT. 19. USA NOTE: THE CONTRACTOR IS RESPONSIBLE TO CALL U.S.A. ALERT BEFORE BEGINNING ANY YORK ON THE PROJECT (1- 800 - 227 - 2600). AN OPEN STREET PERMIT 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 A SUBDIVISION AGREE- MENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A - NOTICE OF INTENT" (NCI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. 92- 08 -DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTIN- UOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. THE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. NOTE: FOR PERMIT PURPOSES ONLY. THE SOIL CALCULATIONS ARE BASED ON GRADING LINES AND ELEVATIONS SHOWN ON THE DRAWINGS AND ARE FOR PERMIT PURPOSES ONLY. ACTUAL QUANTITIES OF EARTHWORK COULD VARY FROM THAT STATED DEPENDING UPON VARYING SOIL DENSITIES AND ON THE DEGREE OF SITE PREPA- RATION ACTUALLY PERFORMED IN THE FIELD. IT IS THE INTENT OF THE ENGINEER THAT COMPLETED GRADING LEAVES NO EXPORT OR IMPORT. TO ACCOMPLISH THIS, ADJUSTMENT OF PADS MAY BE NECESSARY AND WILL BE DIRECTED BY THE ENGINEER. IF IT APPEARS ADJUSTMENTS MAY BE NECESSARY, SUFFICIENT NOTICE MUST BE GIVEN TO THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE PRIOR TO COMPLETION GE GRADING WORK. I to SOIL CALCULATIONS: CUT 24,330 CY FILL 3,450 CY SHRINKAGE 4,860 CY SUBSIDENCE 5,250 CY STOCKPILE 10,770 CY - REAR P.L. IAO 4\0 - -- A/.6 - - - -- 7 1 e per' h -A // / BUILDING / e PAD e j 04 JV� A� i 8 F AKERSFIELD TRACT rlo. 7231 GRADING PLAN BEWN MARK USM. TOP OF CONCRETE MONUMENT AT THE CENTERLINE INTERSECTION OF TORT LORENE AVENUE AND ABIGIAL WAY. PER TRACT NO. 6152 PHASE 6 GRADING PLANS U.S.G.S. DATUM PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY VINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUCTION. 1- 800 - 227 -2600 ENGINEER'S STATMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. EXP. 9 -30 -15 ADDITIONAL NOTES OWNER: SMITH REVOCABLE TRUST / / e NOTES: e e / ti AO - - - 1/ SIDEYARD SLOPE TO BE 2% FOR 10' - - - - - - ,p OR TO PROPERTY LINE AS SHOWN <� ALL LOTS TO BE GRADED ACCORDING 4AR' / TO THE TYPICAL DETAIL UNLESS OTHERWISE FRONT P.L. / OTHERWISE INDICATED ON THESE PLANS Drawing File: FrGRD7231 TYPICAL LOT GRADING 4 01/07/2014 FINISH GRADING & SWALES TO BE COMPLETED BY BUILDER AT TIME OF HOUSE CONSTRUCTION. PADS TO BE GRADED FROM FRONT TO BACK AT .5% AT ROUGH GRADE • • PANAMA , LANE 0 y HOSKING ROAD TOTAL ACREAGE TOTAL . GROSS AC. TOTAL BUILDABLE sm t Uw TIZACT No. OR PHASE 5 0 . 53 PCB. 55 5Q4.�3 " S 359 °24 41 E TRACT 80MARY SEE SHEET 3 I, 7 6 5 4 3 2 1 L1 I' 1424 17TH STREET _. -. ._ -- - - -__ -- -- - CHISOLM TRAIL AVENUE BAKERSFIELD, CA 93301 OWNER: LANTZ FAMILY, LP ® STD CITY MONUMENT ENCASEMENT PER COB STD ST -13 4805 CENTENNIAL WAY #301 S BAKERSFIELD, CA 93312 OWNER: WIBLE INVESTORS 11, LLC 6' BLOCK WALL 4805 CENTENNIAL WAY #300 30.00 BAKERSFIELD, CA 93312 SUBDIVIDER: WMBLE INVESTORS 11, LLC N 4805 CENTENNIAL WAY #300 BAKERSFIELD, CA 93312 ENGINEER: SMITHTECH /USA, INC. 0 1424 17TH STREET END OF CURVE BAKERSFIELD, CA 93301 / / e NOTES: e e / ti AO - - - 1/ SIDEYARD SLOPE TO BE 2% FOR 10' - - - - - - ,p OR TO PROPERTY LINE AS SHOWN <� ALL LOTS TO BE GRADED ACCORDING 4AR' / TO THE TYPICAL DETAIL UNLESS OTHERWISE FRONT P.L. / OTHERWISE INDICATED ON THESE PLANS Drawing File: FrGRD7231 TYPICAL LOT GRADING 4 01/07/2014 FINISH GRADING & SWALES TO BE COMPLETED BY BUILDER AT TIME OF HOUSE CONSTRUCTION. PADS TO BE GRADED FROM FRONT TO BACK AT .5% AT ROUGH GRADE • • PANAMA , LANE 0 y HOSKING ROAD TOTAL ACREAGE TOTAL . GROSS AC. TOTAL BUILDABLE sm t Uw TIZACT No. OR PHASE 5 0 . 53 PCB. 55 5Q4.�3 " S 359 °24 41 E TRACT 80MARY SEE SHEET 3 I, 7 6 5 4 3 2 1 L1 I' 0 141.21 _. -. ._ -- - - -__ -- -- - CHISOLM TRAIL AVENUE - - TYP STORM DRAIN PIPE AS NOTED S ® STD CITY MONUMENT ENCASEMENT PER COB STD ST -13 � I cn S 4 -- CENTER LINE -- STREET SLOPE GB GRADE BREAK 6' BLOCK WALL 8 9 10 11 12 13 w 14c 30.00 EP EXISTING PAYMENT SLOPE SECTION DETAIL L5 l N w co PT OF REVERSE CURVE PIVC PT OF VERTICAL CURVE 10 20 20 10 STREET WIDTH BC SEE SHEET 4 0 31 END OF CURVE 22 23 24 25 26 27 `n TRANS TRANSITION EEC FLOW LINE 2 V C21 20 19 18 17 16 15 HEET 0 c w I_ SEE S EET 4 T1N0 W RIO GRANDE LAME o N - - - - ►� 1 63 3 4 5 fi 7 g 0 141.21 -a. TY P TYPE "A" CATCH BASIN PER COB STD D -14 - - TYP STORM DRAIN PIPE AS NOTED S ® STD CITY MONUMENT ENCASEMENT PER COB STD ST -13 2 cn S 4 -- CENTER LINE -- STREET SLOPE GB GRADE BREAK 6' BLOCK WALL S 359 °03'43» E 3 30.00 EP EXISTING PAYMENT SLOPE SECTION DETAIL L5 A A' N PRC PT OF REVERSE CURVE PIVC PT OF VERTICAL CURVE 10 20 20 10 STREET WIDTH BC SEE SHEET 4 0 31 END OF CURVE 22 23 24 25 26 27 (5 TRANS TRANSITION EEC FLOW LINE .OWr - V SEE HEET 30 SEE S EET 4 T1N0 W N ►� 1 2 3 4 5 fi 7 g co z 29 - - RIO -LOBO LANE �I I 26 25 24 23 22 21 20 27 SEE SHEET 4 I SEESLEET 4 TRAC'i BOMAW S 89'03'22" E 940.22 mom T f EXI51-1w-1 6--0 LOT 1 I t 500' 0 RCP WIRGJ CL 111 MANHOLE TYPE "A" PER COB STD SW-4 -a. TY P TYPE "A" CATCH BASIN PER COB STD D -14 - - TYP STORM DRAIN PIPE AS NOTED S ® STD CITY MONUMENT ENCASEMENT PER COB STD ST -13 2 (TO BE CONST OR EXISTS AS NOTED) S 4 -- CENTER LINE -- STREET SLOPE GB GRADE BREAK 6' BLOCK WALL CR CURB RETURN 30.00 EP EXISTING PAYMENT SLOPE SECTION DETAIL L5 A A' N PRC PT OF REVERSE CURVE PIVC PT OF VERTICAL CURVE 10 20 20 10 STREET WIDTH BC BEGINNING OF CURVE EC END OF CURVE LOT GRADING PCC PT OF COMPOUND CURVE TRANS TRANSITION EEC FLOW LINE .OWr - SLOPE OF FLOW LINE 00.0 LOT PAD ELEVATION ADDITIONAL NOTES ON ? LEGAL DESCRIPTION THAT PORTION OF PARCEL C OF LOT LINE ADJUSTMENT NO. 05 -0981 AS PER THAT CERTAIN CERIFICATE OF COMPLIANCE RECORDED JULY 21 , 2006 DOCUMENT NO. 0206177575 OF OFFICIAL RECORDS. SCALE- 1" - 100' 0 rT 10WT 200 FT 3W Fr PERMIT NUMBER: B13- 40000043 S 359'03'43" E 575.00 9 10 11 12 M STOCKPILE 10,770 C. Y STOCKPILE 4:1 WILL BE USED ON LOT 1 DURING CONSTRUCTION WHEN BEING GRADED, 500' S 359 °03'22" E 616.76 DISTANCE & BEARING TABLE LINE DISTANCE BEARING L1 234.72 S 89 °24'41" E 2 84.37 S 96 °27'26" E L3 28.81 S 89 °24'41" E L4 30.00 S 142 °5824" E L5 17.72 N 00 °55'46" E 13 17 16 15 5�2��011 "C' 0 FNA F A 14 w � Q z � ®J "or h EXISTIWS, C - Z LOT 1 0 0 0 Q0 U, a- N N M PARCEL I PARCEL MAP NO. 7797 PM15 33, P6. 14 O I _m 3 PHASE FOA S.E. COR. OF SEC. 35, 30/27, M.D.M. CALIF. DIV. HWY. BRASS CAP IN L.H. The GRADING PLAN as shown on this drawing is hereby approved, subject to any indicated coy rections or additions. Approval by the Public I worh< Depar:i gent and Building Department indicates approval only as tc: tesign cntena used and conformance to City Standards, Codes ant' ;_ i dinances. E ripneer for the subdivider or developer shall be I res; nsible for acc;uiac;y of calculations for this plan and shall submit i a ce: titrea "as -g, ailed" plan after completion of the grading. APPROVED ELY: Pubi orks D�epartrnent fat I Building De r went mate 79 P�op�oFE�so�q 3 A / � BERT t. S lc , Qj �J A _ yarn. �` g TRACT ® X231 %/Z 7 � 31 Exp. 30. t1 5 �) "RECORD DRAWN G" %qJ °civil � GSA I PLA v ®RRECTOSBY. . SmithTec SSA 5 � DATE I N C O R P O R A T E D HABERFELDE BUILDING 1424 11TH STREET Z BAKERSFIELD, CALIFORNIA 93301 ROBERT E. SMITH RCE 35473 DATE (661) 327 -8492 i _ �% JOB NO. - 12 -105 SHEET 1 OF 5 SHEETS DRAINAGE AND _ LANDSCAPING THE GROUND SURFACE SHOULD SLOPE AWAY FROM BUILDING PAD AND PAVEMENT AREAS TOWARD APPROPRIATE DROP INLETS OR OTHER SURFACE DRAINAGE DEVICES. IT IS RECOMMENDED THAT ADJACENT EXTER40R GRADES BE SLOPED A MINIMUM OF 2 PERCENT FOR A MINIMUM DISTANCE OF 5 FEET AWAY FROM STRUCTURES. SUBGRADE SOILS IN PAVEMENT AREAS SHOULD BE SLOPED A MINIMUM OF 1 PER- CENT AND DRAINAGE GRADIENTS MAINTAINED TO CARRY ALL SURFACE WATER TO COLLECTION FACILITIES AND OFF —SITE. THESE GRADES SHOULD BE MAINTAINED FOR THE LIFE OF THE PROJECT. UTILITY TRENCH BACKFILL UTILITY TRENCHES SHOULD BE EXCAVATED ACCORDING TO ACCEPTED ENGINEERING PRACTICES FOLLOWING OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) STANDARDS BY A CONTRACTOR EXPERIENCED IN SUCH WORK. THE RESPONSIBILITY FOR THE SAFETY OF OPEN TRENCHES SHOULD BE BORNE BY THE CONTRACTOR. TRAFFIC AND VIBRATION ADJACENT TO TRENCH WALLS SHOULD BE MINIMIZED; CYCLIC WETTING AND DRYING OF EXCAVATION SIDE SLOPES SHOULD BE AVOIDED. DEPENDING UPON THE LOCATION AND DEPTH OF SOME UTILITY TRENCHES, GROUND- WATER FLOW INTO OPEN EXCAVATIONS COULD BE EXPERIENCED, ESPECIALLY DURING OR SHORTLY FOLLOWING PERIODS OF PRECIPITATION. SANDY SOIL CONDITIONS WERE ENCOUNTERED AT THE SITE. THESE COHESIONLESS SOILS HAVE A TENDENCY TO CAVE IN TRENCH WALL EXCAVATIONS. SHORING OR SLOPING BACK TRENCH SIDEWALLS MAY BE REQUIRED WITHIN THESE SANDY SOILS. UTILITY TRENCH BACKFILL PLACED IN OR ADJACENT TO BUILDINGS AND EXTERIOR SLABS SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF MAXIMUM DENSITY BASED ON ASTM TEST METHOD D1557. UTILITY TRENCH BACKFILL PLACED IN PAVEMENT AREAS SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF MAXIMUM DENSITY BASED ON ASTM TEST METHOD D1557. PIPE BEDDING SHOULD BE IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL WATER- SENS111VE SOILS FROM THE TRENCH REGARDLESS OF THE BACKFILL LOCATION AND COMPACTION REQUIREMENTS. THE CONTRACTOR SHOULD USE APPROPRIATE EQUIPMENT AND METHODS TO AVOID DAMAGE TO THE UTILITIES AND /OR STRUCTURES DURING FILL PLACEMENT AND COMPACTION. SITE PREPARATION AND GRADING THE UPPER 2 TO 4 INCHES OF THE SOILS CONTAINING ASPHALTIC CONCRETE, VEGETATION, ROOTS AND OTHER OBJECTIONABLE ORGANIC MATTER ENCOUNTERED AT THE TIME OF GRADING SHOULD BE STRIPPED AND REMOVED FROM THE BUILDING AND PAVEMENT AREAS AND AT LEAST 5 FEET OUTSIDE THE BUILDING PERIMETER. DEEPER STRIPPING MAY BE REQUIRED IN LOCALIZED AREAS. THESE MATERIALS WILL NOT BE SUITABLE FOR USE AS ENGINEERED FILL HOWEVER, STRIPPED TOPSOIL MAY BE STOCKPILED AND REUSED IN IN LANDSCAPE OR NON — STRUCTURAL AREAS. TO MINIMIZE POST — CONSTRUCTION SOIL MOVEMENT AND PROVIDE UNIFORM SUPPORT FOR THE PROPOSED BUILDINGS, OVEREXCAVATION AND RECOMPACTION WITHIN THE PROPOSED BUILDING AREAS SHOULD BE PERFORMED TO A MINIMUM DEPTH OF 3 FEET BELOW THE EXISTING GRADE OR 2 FEET BELOW BOTTOM OF THE PROPOSED FOOTINGS, WHICHEVER IS DEEPER. PRIOR TO PLACEMENT OF FILL SOILS, THE UPPER 12 INCHES OF NATIVE SUBGRADE SOILS SHOULD BE SCARIFIED AND MOISTURE — CONDITIONED WITH DEEP WATERING METHOD TO BRING THE MOISTURE CONTENT OF THE UPPER 10 FEET OF SOIL BELOW THE OVEREX- CAVATION BOTTOM) TO WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT. THE MOISTURE CONTENT OF THE SOIL SHOULD BE VERIFIED BY DRILLING AND SAMPLING PRIOR TO RECOMPACTION. AFTER THE MOISTURE IS ACHIEVED TO THE DESIRED MOISTURE CONTENT, THE OVEREX- CAVATION BOTTOM SHOULD BE RECOMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DRY DENSITY BASED ON ASTM D1557 -07 TEST METHOD PRIOR TO PLACING FILL MATERIALS. THE OVEREXCAVATION AND RECOMPACTION SHOULD ALSO EXTEND LATERALLY TO A MINIMUM OF 5 FEET BEYOND THE OUTER EDGES OF THE PROPOSED FOOTINGS. WITHIN THE PAVEMENT AREAS, IT IS RECOMMENDED THAT OVEREXCAVATION AND RECOM- PACTION BE PERFORMED TO AT LEAST 12 INCHES BELOW EXISTING GRADE OR FINISH GRADE, WHICHEVER IS DEEPER. THIS COMPACTION EFFORT SHOULD STABILIZE THE SURFACE SOILS AND LOCATE ANY UNSUITABLE OR PLIANT AREAS NOT FOUND DURING OUR FIELD INVESTIGATION. ANY FILL MATERIALS ENCOUNTERED DURING GRADING SHOULD BE REMOVED AND REPLACED WITH ENGINEERED FILL THE ACTUAL DEPTH OF THE OVEREXCAVATION AND RECOMPACTION SHOULD BE DETERMINED BY OUR FIELD REPRESENTATIVE DURING CONSTRUCTION. SANDY SOIL CONDITIONS WERE ENCOUNTERED AT THE SITE. THESE COHESIONLESS SOILS HAVE A TENDENCY TO CAVE IN TRENCH WALL EXCAVATIONS. SHORING OR SLOPING BACK TRENCH SIDEWALLS MAY BE REQUIRED WITHIN THESE SANDY SOILS. THE SHRINKAGE ON RECOMPACTED SOIL AND FILL PLACEMENT IS ESTIMATED AT 15 TO 25 PERCENT. THE UPPER SOILS, DURING WET WINTER MONTHS, MAY BECOME VERY MOIST DUE TO THE ABSORPTION CHARACTERISTICS OF THE SOIL. EARTHWORK OPERA11ONS PERFORMED DURING WINTER MONTHS MAY ENCOUNTER VERY MOIST UNSTABLE SOILS, WHICH MAY REQUIRE REMOVAL OF SOIL TO A STABLE BUILDING FOUNDATION. PROJECT SITE WINTERIZATION CONSISTING OF PLACEMENT OF AGGREGATE BASE AND PROTECTING EXPOSED SOILS DURING CONSTRUCTION SHOULD BE PERFORMED. AN EXISTING CANAL TRENDS FROM THE NORTHWEST TO THE SOUTHEAST OF THE PROPERTY. THE CANAL AND ANY OTHER BURIED STRUCTURES, FOOTINGS AND UTILITIES SHOULD BE PROPERLY REMOVED AND THE RESULTING EXCAVATIONS SHOULD BE BACKFILLED WITH ENGINEERED FILL THIS TESTING AND OBSERVATION IS AN INTEGRAL PART OF OUR SERVICE AS ACCEPTANCE OF EARTHWORK CONSTRUCTION IS DEPENDENT UPON COMPACTION OF THE MATERIAL AND THE STABILITY OF THE MATERIAL THE GEOTECHNICAL ENGINEER MAY REJECT ANY MATERIAL THAT DOES NOT MEET COMPACTION AND STABILITY REQUIREMENTS. FURTHER RECOMMEN- DATIONS OF THIS REPORT ARE PREDICATED UPON THE ASSUMPTION THAT EARTHWORK CONSTRUCTION WILL CONFORM TO RECOMMENDATIONS SET FORTH IN THE SECTION AND IN SECTION 9.4. Drawing File: FCGRD7231 01/07/2014 ENGINEERED FILL AND COMPACTION THE UPPER ORGANIC —FREE, ON SITE SOILS ARE PREDOMINANTLY SILTY SANDS AND SANDY SILTS. THESE SOILS WILL BE SUITABLE FOR REUSE AS ENGINEERED FILL, PROVIDED THEY ARE CLEANSED OF EXCESSIVE ORGANICS AND DEBRIS. THE PREFERRED MATERIALS SPECIFIED FOR ENGINEERED FILL ARE SUITABLE FOR MOST APPLICATIONS WITH THE EXCEP- TION OF EXPOSURE TO EROSION. PROJECT SITE WINTERIZATION AND PROTECTION OF EX- POSED SOILS DURING THE CONSTRUCTION PHASE SHOULD BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, SINCE HE HAS COMPLETE CONTROL OF THE PROJECT SITE. IMPORTED NON — EXPANSIVE NON — CORROSIVE FILL SHOULD CONSIST OF A WELL— GRADED, SLIGHTLY COHESIVE SILTY FINE SAND OR SANDY SILT, WITH RELATIVELY IMPERVIOUS CHARACTERISTICS WHEN COMPACTED. THIS MATERIAL SHOULD BE APPROVED BY THE ENGINEER PRIOR TO USE AND SHOULD TYPICALLY POSSESS THE FOLLOWING CHARACTERISTICS: MAXIMUM PERCENT PASSING NO. 200 SIEVE 50 MAXIMUM PARTICLE SIZE Y MAXIMUM PLASTICITY INDEX 10 MAXIMUM UBC STANDARD 29 -2 EXPANSION INDEX 15 PRIOR TO PLACEMENT OF FILL SOILS, THE UPPER 8 INCHES OF NATIVE SUBGRADE SOILS SHOULD BE SCARIFIED, MOISTURE — CONDITIONED TO "NO LESS° THAN THE OPTIMUM MOISTURE CONTENT AND RECOMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DRY DENSITY BASED ON ASTM D1557 -07 TEST METHOD. FILL SOILS SHOULD BE PLACED IN LIFTS APPROXIMATELY 6 TO 8 INCHES THICK, MOISTURE — CONDITIONED TO NEAR THE OPTIMUM MOISTURE CONTENT (PLUS OR MINUS 2%) AND COM- PACTED TO ACHIEVE AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 -07. ADDITIONAL LIFTS SHOULD NOT BE PLACED IF THE PREVIOUS LIFT DID NOT MEET THE REQUIRED DRY DENSITY OR IF SOIL CONDITIONS ARE NOT STABLE. SURFACE DRAINAGE CONTROL THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED AT A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING AND DRAINAGE GRADIENTS MAINTAINED TO CARRY ALL SURFACE WATER TO COLLECTION FACILITIES AND OFF SITE, THESE GRADES SHOULD BE MAINTAINED FOR THE LIFE OF THE PROJECT. ROOF DRAINS SHOULD BE INSTALLED WITH APPROPRIATE DOWNSPOUT EXTENSIONS OUT— FALLING ON SPLASH BLOCKS SO AS TO DIRECT WATER A MINIMUM OF 5 FEET AWAY FROM THE STRUCTURES OR BE CONNECTED TO THE STORM DRAIN SYSTEM FOR THE DEVELOPMENT. EXCAVATION STABILITY TEMPORARY EXCAVA11ONS PLANNED FOR THE CONSTRUCTION OF THE PROPOSED BUILDING AND OTHER ASSOCIATED UNDERGROUND STRUCTURES MAY BE EXCAVATED, ACCORDING TO THE ACCEPTED ENGINEERING PRACTICE FOLLOWING OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS BY A CONTRACTOR EXPERIENCED IN SUCH WORK. OPEN, UNBRACED EXCAVATIONS IN UNDISTURBED SOILS SHOULD BE MADE ACCORDING TO THE TABLE BELOW: RECOMMENDED EXCAVATION SLOPES DEPTH OF EXCAVATION FT SLOPE HORIZONTAL: VERTICAL 0 -5 1:1 5 -10 2:1 —j IF, DUE TO SPACE LIMITATION, EXCAVATIONS NEAR EXISTING STRUCTURES ARE PERFORMED IN A VERTICAL POSITION, BRACED SHORINGS OR SHIELDS MAY BE USED FOR SUPPORTING VERTICAL EXCAVATIONS. THEREFORE, IN ORDER TO COMPLY WITH THE LOCAL AND STATE SAFETY REGULATIONS, A PROPERLY DESIGNED AND INSTALLED SHORING SYSTEM WOULD BE REQUIRED TO ACCOMPLISH PLANNED EXCAVATIONS AND INSTALLATION. A SPECIALTY SHORING CONTRACTOR SHOULD BE RESPONSIBLE FOR THE DESIGN AND INSTALLA11ON OF SUCH A SHORING SYSTEM DURING CONSTRUCTION. BRACED SHORINGS SHOULD BE DESIGNED FOR A MAXIMUM PRESSURE DISTRIBUTION OF 30H, (WHERE 'H° IS THE DEPTH OF THE EXCAVATION IN FEET). THE FOREGOING DOES NOT INCLUDE EXCESS HYDROSTATIC PRESSURE OR SURCHARGE LOADING. FIFTY PERCENT OF ANY SURCHARGE LOAD, SUCH AS CONSTRUCTION EQUIPMENT WEIGHT, SHOULD BE ADDED TO THE LATERAL LOAD OVEN HEREIN. EQUIPMENT TRAFFIC SHOULD CONCURRENTLY BE LIMITED TO AN AREA AT LEAST 3 FEET FROM THE SHORING FACE OR EDGE OF THE SLOPE. THE EXCAVATION AND SHORING RECOMMENDATIONS PROVIDED HEREIN ARE BASED ON SOIL CHARACTERISTICS DERIVED FROM THE TEST BORINGS WITHIN THE AREA. VARIATIONS IN SOIL CONDITIONS WILL LIKELY BE ENCOUNTERED DURING THE EXCAVATION. SALEM ENGINEERING GROUP, INC. SHOULD BE AFFORDED THE OPPORTUNITY TO PROVIDE FIELD REVIEW TO EVALUATE THE ACTUAL CONDITIONS AND ACCOUNT FOR FIELD CONDITION VARIA11ONS NOT OTHERWISE ANTICIPATED IN THE PREPARA11ON OF THIS RECOMMENDATION. SLOPE HEIGHT, SLOPE INCLINATION, OR EXCAVATION DEPTH SHOULD IN NO CASE EXCEED THOSE SPECIFIED IN LOCAL, STATE, OR FEDERAL SAFETY REGULATION, (E.G. OSHA) STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, OR ASSESSOR'S REGULATIONS. IF F AKERSFIEL TRACT No. GRADING PLAN 9 C TRACT BOUNDARY c 0 6' WOOD FENCE —� 2' ADJACENT PROPERTY PAD VARIES 2:1 MAX. 2:1 MAX. PAD 5 2' PAD R.O.W. D I I 0 0 VARIES —� 2:1 MAX. A B y R. 0. W. B z5' PAD a_ 0 Z\ = o 0 VARIES —� 2:1 MAX. TYPICAL STEP SECTION FRONT YARD ® R.O.W. PERMIT TO BE OBTAINED PRIOR TO CONSTRUCTION FOR RETAINING WALL E TRACT BOUNDARY E 6' WOOD FENCE ADJACENT PROPERTY 2' -3' RETAINING WALL PAD ADJACENT PROPERTY/ MN. �" s� TYPICAL STEP SECTION PAD PARK @ R. 0. W TRACT BOUNDARY TYPICAL STEP SECTION STEP SECTION @ TRACT BOUNDARY PERMIT TO BE OBTAINED PRIOR TO R/W ROW CONSTRUCTION FOR RETAINING WALL 3®' 3®' 10' - 12'1 18' - 20'# 18' - 20' ** 10' - 12' E9 TRACT BOUNDARY E ? 1 2' 1 4° PER FT 2% 2q 2 2. 1 ' 1 4 ® R FT. 6` WOOD FENCE ' , 2 -3 RETAINING WALL CONST. TYPE °B" CURB do GUTTER - iii_ - PAD WITH 4.5' STANDARD TYPE SIDEWALK PER CITY STANDARD ST -3 1 BELOW FL ROUGH GRADE LINE .3 BELOW FL ADJACENT PROPERTY iNPJ. COVERAGE s° � NEw CANAL PIPE CROSS SECTION 6® R /�I NOTES: CITY OF BAKERSFIELD PLATE S -27 — REVISED N.T.S. MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE 0.5' 6 TYPE "A" LOCAL STREET # SLOPE FROM HIGH GUTTER SEE PLAN SHEETS TRACT BOUNDA R Y Tol 4.5 R®VAL 22 0 STEP SEC T/ ON .25' A.C. OVER .45 C.A.B. OVER .50' 957 COMP. O.G. T/C 7X3 1 "RECORD DFRAWING" CORRE-CTI(AS 3Y; DATE----/, 12 -Z1 ,v FESS %p F <c: Ga�_RT No-35473 y m Exp. 9- 30-15 ��qTF op C a �rOQi, \P i I i I ( PAD ,PA's 4 �} I U I PAD D � �� ", � q -, � -� � i -I / I 49.0 .5 0 ' 49.7 TRACT BOUNDARY j ,{ 00 I LO r O to Li- .J9 J�. V� 49.2/ 48.94 7 6 ASE �0 4 i t _ PAD PAD PAD PAD A AD PAD i ; T �P CANAL 4�; 48.1 47.9 47.8 47® 47.5 ' ..... !_ 5`' G �� E E ... �0 G 'fv AL �y 6 �°' o 50.5 °' co o ; Ls .50 <%✓ii 9�� ! EX. q�1 1 �6o-�. c� C° c- r° i Gj Ln • • - '' /% <c �g J 48.31 _. G a .202% .... .:.� -9 �� ISOLM _ _TRAIL WU _.4� rx F` , �v iu', ll��- .. .:.. ... I - -- -- - 46:� E �� -- ..... .. n 9,j R R N �. G .., p , v ..... _ }`F 1• .30.201% (> 3 4 8. % =� `t v a � G � r -(51 5 5/� i lam. Li J J !`�1'" ! \ TG. � AI A G 48.69 " �8.; 2z i PAD PAD PAD PAD PAD AD �" s PAD - F- N 48.2 48.1 -�� 47.8 47.7 4® Q �; ; I ..... v 47.6 • -- 8 9 10 11 z I ..... 12 1 3 14 TOP CANAL A t EXISTING I a.3 I I 6` 1 OP r 1 \3 AL 2 18 1 70 CANAL PIPE ..... +`�. i ; i ... a� F 48.81 A 1"77 U � 1 a_ 2 0 19 18 16 15 ..... O o ° 0 17 PAL I PA ��, PAD PAD PAD PAD A A' PAD j PAD 4800 T , .2 48.4 48.6 49.0 49.0 I > t 5 gAVA a c,0 rn y I i .. �� (� S.D. B62 ° N LO r, !2 J /� • I I - - o �- .308% �--�, X41.12 U vi �4 1 A i �1 F �'F - -- - - -- - �R. o TAP ti�L 0 LANE ..... I _ N .67 RI C:) -�3* -- - - - - -_ - - -- -- :.SUE 46.72 O B p1 � X45 0Ao 300% .. y' 1 I ,ter; i f i I i I I i i I TCH a5 -..- - - - -- -- -- -- - -- - M ,d B � h - SHEET 4 , ` J J 2 18 18 12 ( 1,, �9 PAD FAD PAD L PAD -.4. AD PAD .. I r-� n r i'AD ..... PAD B' B PA `.38 ("P, -IL j -�� , i r ' t r ,� n 6 F F I N 48.0 48.2 48.4 48 6 -49 E , Al 4 % ; _1 947.2 I - ANA E > 22 2� 2 I 25 < 45.34 F �� MATCH A DL1 A ' � I '< r 1 47.00 PAD 4 3 C' Q I S4 4 PHASE ToP y; r,!A�_ O 48. x,. 41.1 0 2 6 6 5 3 4 7 ®- � � � PAD PAD PAD PAD ` , '�` PAD OD FL 45.19 I PAD PAD 46.8 47.0 47.1 47.3 47.5 PAD a- I 4 7.4 O P A I' - 4 7.6, Q 00 G Q 2 �° 47.7'1 G N B' OPT w 'N 'L �n 46.98 I 47.0° > G d � 4?.E ? x:,9..:1 �i ,o �✓ -t LL 4(. 4 -i 4 sal } F R 3 cv B.Ofr�' LJ _ �-�- .202% B LL b \ \ _RIO - LOBO LANE {` AD C I C' GB OGH- PA L7 6 48.1rB 1:- b6.6 1 CD l.� G CD �r .202% SCALE.- I I " = 50' NOTE: ALL ELEVATIONS ARE +300' N OTES.- OCANAL KtLUC:A i EU 10 UNDERGROUND PIPE. p A� � PA1 I ��n i G i i� 1 PAD i p f PD , 417.6 T 7 ; 0 `6.8 1 46.4 �� >> 9 of- r O, TRACT; BOUNDARY FITNCE SHEET 4 E 10' 12 13 PAD 14 0 ... ... PAD PAD .... 48� 11 w G PAD .............. ...... .. 4, . 48. 1 48.2 N 48.5 . ......... .. `T 47.01 ^ 7-3 .. • .... .: LOT 1 u; m i `c pcO/ F`CRI I°- 0 CC) -216q 5�E% I Fes-- L LJ G Li] 46.83 -r4 72.31 "RECORD DRAWW CORRECTIONS BY. DATE-- �� pR�JFESSj�n✓ c�EctT E• S q�� . 5 No. ^5473 Exp. 9-30 -15 `CAL i SmithTechAUSA I N C 0 R P 0 R A T E D HABERFELDE BUILDING 1424 17 -I H STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 - -8493' f, - - ROBERT E. tMITH RCE 35473 DATE ?I JOB NO. - 12 -105 SHEET 3 OF 5 SHEETS 48.77 8.8- 8 GB 5� PAD PAD 47.8 47.9 GGo 5,5 44 u-- L'.3 JB {` AD C I C' GB OGH- PA L7 6 48.1rB 1:- b6.6 1 CD l.� G CD �r .202% SCALE.- I I " = 50' NOTE: ALL ELEVATIONS ARE +300' N OTES.- OCANAL KtLUC:A i EU 10 UNDERGROUND PIPE. p A� � PA1 I ��n i G i i� 1 PAD i p f PD , 417.6 T 7 ; 0 `6.8 1 46.4 �� >> 9 of- r O, TRACT; BOUNDARY FITNCE SHEET 4 E 10' 12 13 PAD 14 0 ... ... PAD PAD .... 48� 11 w G PAD .............. ...... .. 4, . 48. 1 48.2 N 48.5 . ......... .. `T 47.01 ^ 7-3 .. • .... .: LOT 1 u; m i `c pcO/ F`CRI I°- 0 CC) -216q 5�E% I Fes-- L LJ G Li] 46.83 -r4 72.31 "RECORD DRAWW CORRECTIONS BY. DATE-- �� pR�JFESSj�n✓ c�EctT E• S q�� . 5 No. ^5473 Exp. 9-30 -15 `CAL i SmithTechAUSA I N C 0 R P 0 R A T E D HABERFELDE BUILDING 1424 17 -I H STREET BAKERSFIELD, CALIFORNIA 93301 (661) 327 -8492 FAX 327 - -8493' f, - - ROBERT E. tMITH RCE 35473 DATE ?I JOB NO. - 12 -105 SHEET 3 OF 5 SHEETS 64 EXISTING CANAL PJRE' 47.00 . ...... - ---- - ---------- "RtQ BG GRANDE NDE LANE Q�D -4--t C:Dl .30 -------- -------- B �x' cl I 416 IV, N v 0 OL CD MATCH LW G C) 2 47.96 8 4Q 1218 18 12 0 PAD PAD A M II)AL' I p /A L"), PAD PAD \'!1-VPA o PAD z 4 '8 18 4 48.9 B B 48� 0"-'-\ \48 7 48.9 48.0 48.2 48.4 P /-A 41. 8, 41 jj PAD NA 2 7, X147.2 22 23 24 25 r.. cli S_ 2 ;. C, A7 .................. 0 SHEET As%�/" FL 45-34 PH NE > G T_ 8.03 4- 0 \V\NAL IOD(6 55E FRONT %CET GB 00 82 48. B9 9 PAD Lw A - ASE TWO (Z)"- FOR DETAIL 3 MATCH 47.1 6 GE", GB 7 '---! -1- 8 2 3 4 6, 5 U, PAD PAD �'AD -11 PAD PAD PAD PAD PAD PAD 7.5 FL45.19 FOP-1 4 �.,� �✓ 7.6 I C*I! 4ZO 4Z1 47.3 47.4 468 lc�l 8 0- _7 cl-i Q0 "_)00 3. 0� cq "PAD G 00 c' o b, 17 Ln LO U-S Joe .14- Ln Ln 'd- 47.71 V!� C) / �! '! 6 n G Z_ 46.98 -0 CN O --*-.202% 3V B 24" S.D. 00 66 FL 45.16 (D RIO LOBO L ANE ! "CA". CA,Ni/, J_ .4 \�_l 8" S.D. 00 F > CR FL PAD CR F C%4 B --a-201% 48.23 I Cb CB co 28 C-14 Ij 00 00 47.1 0 48.58 cc� C� "ri V/ L6 14"1 1 LO r, 9 Is 4/ A9 B co �� V 3 LL �N) G 46.75 PAD PAD _7 FL 45.31 12,18 118 12.< PAD PAD PAD PAD PAD Al F \'_� 1\1'� -i 1 11 98AM 47.9 PAD 46.9 47.-0-1 4Z2 4Z3 4T5' 0 '___ 1 C'1113.'l p 127 23 22 21 9 19 G 4Z2 26 25 1 24 GU, 41.63 G 49.';'.' G 46.671 68 G 46.33 P �� 0 P D A PA _0! PA D 1 ,4 L9 0 _T 4 4 8. 10- Q0 C /c p E j 03 will ------ V_ v E 1 >10 20 2010 12 1 03 6.24 1 13 PAL7 PAD PAD PAD PAD 48.19 c� 48.1 G 47764,44 48.2 61 c D r-1) 48.5 G 4-7.01\/,,I �_ 1-.202% FL46.14 �6 00 \_1 100 FL 46.17 4 19' 7 2 .218q 201 % C-4 00 c� 2 CR LD zCID FL - �4_ FL 46.58 G v Q6 •21gq, CR 46.83 PAD PAD PkD ti 46. 8 0.0 48.2 48.4 PAD 18 4 9. -4 7 16 48.5 46.99 p A, Ig A -71 Ql I-OP [-,,I AL 4 7. 6 "mcT E30LM c PHASE MfEE 4 �- �3 0 C' 1 47, 9 0 FOR FUTURE 6 �� DEVELOPMENT EXISTING �W END FENC PIPE CASING L PT FFIC" 46.81 47.91 LOT 1 ,,v� .G 46.80 500' 4 7.31 G Z' LOT A G L.L. A. J05-0557 4-1 4 6 46 6 PER CERTIFICATE > cc < 10,770 C. Y STOCKPILE OF COMPLIANCE 10 _c) #w #yu 10D molsmE To commoN THE SOIL 00 AND SPREAD OUT IT WJU BE USED ON LOT 1 PER D 0 C. DURING CONSTRUCTION WHEN BEING GRADED #0206033630, 0. R. STOCKPILE 4:1 500 "s- -EXISTING 301 CANAL EASEMENT CENTER EXISTING PIPE CASING PER DOC. No. 0205W263 PHASE THFlEE CANAL PIPE PAD PAO PAD "n 4 46,8 4-6.4 i 0,3 9A7 G u 48. 2 8 Re 2 OP CANA!- E)JSTIIVG C 9 tK G 0 P '('� 8.40 4i 44 _3... < LOT I G (ri 4 r 48,601 �� v 00 k NOTES: 1 UANAL KLLUU/Air_u 1 UNDERGROUND PIPE. 'i TAFT HIGHWAY (S.R. 119) ll_immr'J� 4 PARCEL I PARCEL YAP NO. 7797 va DO 1 /1 O 0 m r. M. D. U) 4 1 -fA o':/ " S.E. COR. OF SEC. 35, 30/27RWW CORRECTIONS SY:erZ M. G.M . CALIF. DIV. HWY. BRASS ��__u�� CAP IPA L.H. lj�T E. No-35473 EXP. 9-30-15 c/vIII,_ OFCAUF SCALE: 11 )) 50' NOTE: ALL ELEVATIONS ARE. +300 • m C-3111-i z TRACT NO. 7231 SmlthTechA USA GRADING FLAN I N C 0 R P 0 R A T E D HABERFELDE BUILDING 7- Zt! 1424 17TH STREET BAKERSFIELD, CALIFORNIA 93301 ROBERT E. SMITH RICE 35473 DATE (661) 327-8492 FAX 327-84931, JOB NO. - 12-105 SHEET 4 OF 5 SHEETS A �1= 0 30 29 w 27 THIS SHEET IS TO BE USED FOR EROSION CONTROL PURPOSES ONLY. THIS SHEET WILL NOT BE USED FOR GRADING PURPOSES., TRACT Bommy 03 7 6 5 4 CHISOLM TRAIL AVENUE 8 9 10 11 12 13 14 21 20 19 18 17 16 15 RIO -GRANDE LANE Al 0 0 22 23 24 25 26 27 0 PliASE PHASE TWO 2 3 4 5 6 7 8 9 * 4- RIO LOBO LANE 4- C.) 0 LOF A QIMPI_ A N F P V_ ER, P016. 26 25 I 24 23 122 1 21 [Lf X 1 r- ,T N/D, L OT I I ■ 20 1 19 1 18 r 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. I THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION OPERATIONS. IF FIELD CONDITIONS WARRANT IT, THE SWPPP MAY BE MODIFIED AS LONG AS THE CONSTRUCTION GENERAL PERMIT CONDITIONS ARE MET. ANY ALTERATIONS TO THE SWPPP MUST BE NOTED IN THE SWPPP BINDER KEPT ON SlIE. 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. 4. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE AND BE IN COMPLIANCE WITH THE CONSTRUCTION GENERAL PERMIT. 5. GENERAL CONTRACTOR SHALL COMPLY NTH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 6. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 7. DRAIN INLET PROTECTION SHALL BE PROVIDED TwOUMT THE DURATION OF THE PROJECT. EXISTING DRAIN INLETS SHALL BE PROTECTED UNTIL FINAL REMOVAL AND THE CONNECTING PIPE SHALL BE PROPERLY CAPPED TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION ON ANY EXPOSED AREAS WHEN THE PROJECT IS COMPLETE. I 17 1 16 ALI 4el 4kr 15 t) N T wm—i 0 PHASE VAN 0 A A ')WPPP BMP LEGEND TC- I STABILIZED CONSTRUCTION ENTRANCE 0 WM_j MATERIAL DELIVERY AND STORAGE ASE-1 SILT FENCE U.00%. STORM DRAIN AND CATCH BASIN PROTECTION PER 5E-10 SILT FENCE PER SE-1 rd_ 1 r'I is s __ J -72? 7-t 3 / *RECORD DRAWNG- CORRECTIONS 8Y:z9TK DATE___,��. gOFIE,3s/, 0, vvr E. nJO, 35473 rn I 71 [z-XP. 9_30_15 STRAW WATTLE DETAIL N.T.S. KEEP SEDIMENT FROM ENTERING CATCH BASIN FL GRAVEL BAG DETAIL N.T.S. I N.T.S.