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Home My WebLink About1.7-7226i 61' � 9' DRIVEWAY DRIVEWAY g1" 12.25' x 23' DEDICATION BY SEPARATE INSTRUMENT I 4p'� I t , [57•Q8 IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), I I A "NOTICE OF INTENT' (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM Lv WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ PRIOR TO PLACING OF ANY FILL MATERIAL. ORDER NO. 92- 08 -DWQ) MUST BE FILED WITHIN STATE WATER v 4 RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE • 357.46 = 357.22 = 357.56 = 357.50 0 cp 0.274% = 355.71 PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE O z CONSTRUCTION HOURS. 16, 2' [_ = I �� ob + Ft� h��1��gg EXIST GROUND ° GENERAL NOTES: I1. ALL GRADING SHALL CONFORM WITH CHAPTER 33 CALIFORNIA BUILDING 57.75' CODE AND STANDARDS PERTAINING THERETO. ( 2. ALL CUT SLOPES SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. 3. FILL AREA SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL. = 357.P3 = 357.54 357.67 = 357.63 357.93 = 357.82 I 0� CD M 357.03 �R)356.99 �j 1' = 356.81 = 357.29 358.56 b, 357.02 = 356.79 61' � 9' DRIVEWAY DRIVEWAY g1" 12.25' x 23' DEDICATION BY SEPARATE INSTRUMENT I 4p'� I t , [57•Q8 IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), I I A "NOTICE OF INTENT' (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM Lv WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ PRIOR TO PLACING OF ANY FILL MATERIAL. ORDER NO. 92- 08 -DWQ) MUST BE FILED WITHIN STATE WATER Z I RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE • 357.46 = 357.22 = 357.56 = 357.50 = 358.26 = 355.92 0.274% = 355.71 61' � 9' DRIVEWAY DRIVEWAY g1" 12.25' x 23' DEDICATION BY SEPARATE INSTRUMENT I 4p'� I t , [57•Q8 IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), I I A "NOTICE OF INTENT' (NOI) TO COMPLY WITH THE BY APPROVED METHOD. TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM Lv WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ PRIOR TO PLACING OF ANY FILL MATERIAL. ORDER NO. 92- 08 -DWQ) MUST BE FILED WITHIN STATE WATER Z I RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE • 357.46 + = 357.57 Q , COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A = 355.66 = 355.63 BY APPROVED METHOD. TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM Lv WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ PRIOR TO PLACING OF ANY FILL MATERIAL. ORDER NO. 92- 08 -DWQ) MUST BE FILED WITHIN STATE WATER Z I RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE LLJ ( THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. Q , COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A I STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE z I PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE O AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL z CONSTRUCTION HOURS. I I 2' [_ = I 10. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY co CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH EXIST GROUND ° GENERAL NOTES: I1. ALL GRADING SHALL CONFORM WITH CHAPTER 33 CALIFORNIA BUILDING 57.75' CODE AND STANDARDS PERTAINING THERETO. ( 2. ALL CUT SLOPES SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. 3. FILL AREA SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 4. ALL FILL AREAS SHALL BE CLEARED OF ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 5. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX(6) INCHES W EAST PANAMA LANE IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY APPROVED METHOD. z 6. ENGINEER /BUILDING OFFICIAL WILL BE NOTIFIED FORTY -EIGHT (48) HOURS d PRIOR TO PLACING OF ANY FILL MATERIAL. O 7. ALL FILL MATERIAL TO BE COMPACTED TO A MINIMUM OF NINETY (90 7.) PERCENT z MAXIMUM DENSITY AS DETERMINED BY U.B.C. STANDARD NO. 70 -1 AND SO O CERTIFIED BY TESTS AND REPORTS FROM A SOILS ENGINEER. Ld O z 8. SURFACE DRAINAGE TO BE ONE (1 %) PERCENT MINIMUM, EXCEPT AS WAIVED BY E., THE BUILDING OFFICIAL. �¢ ir 9. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN E- ACCORDANCE WITH CHAPTER 33 OF THE CALIFORNIA BUILDING CODE. 2' [_ PROPOSED PAD 10. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY co CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH EXIST GROUND THE PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. .L,\ 11. ASPHALT CONCRETE SHALL BE TYPE B -1/2" MAXIMUM PER SECTION 39 OF THE CURRENT EDITION OF THE STATE STANDARD SPECIFICATIONS AND SHALL ADJACENT TO PLACED IN CONFORMANCE WITH SAID SECTION. WHERE AC ABUTS THE LIP OF 0.4' STREET �& W z W A d O 1E ROAD W Ao z O bi J o w a. z Ld O A d z z v E., � ir O GUTTER, LEAVE THE AC 1/8" HIGHER THAN THE CONCRETE HOSIGNG AVENUE 12. AGGREGATE BASE SHALL BE CLASS 2 PER SECTION 26 OF THE CURRENT V10ENfTY MAP EDITION OF THE STATE STANDARD SPECIFICATIONS AND SHALL BE PLACED IN CONFORMANCE WITH SAID SECTION. 95% MINIMUM RELATIVE COMPACTION IS REQUIRED. 13. ALL CONCRETE SHALL BE CLASS B PER SECTION 90 OF THE CURRENT EDITION OF THE STATE STANDARD SPECIFICATIONS AND SHALL BE PLACED IN CONFORMANCE WITH THAT SECTION. CURING COMPOUND SHALL BE USED ON ALL CONCRETE SURFACES. 14. APPROXIMATE GRADING QUANTITIES: CUT 51,000 C.Y., FILL 35,000 C.Y. QUANTITIES SHOWN HEREON ARE FOR PLAN CHECK PURPOSES ONLY. NO OTHER SIGNIFICANCE IS IMPLIED OR INTENDED. 15. ALL GRADING TO CONFORM TO RECOMMENDATIONS OF SOILS REPORT PREPARED FOR TRACT 6520 BY SOILS ENGINEERING INC. DATED 12 -01 -05 16. IF DURING CONSTRUCTION ACTIVITIES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED THE SUBDIVIDER SHALL STOP WORK AND RETAIN A QUALIFIED ARCHEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL NOTIFY THE PROPER AUTHORITIES AND BE SUBJECT TO ANY MITIGATION MEASURES REQUIRED BY THE ARCHEOLOGIST. 17. 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 AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. IJ LEGAL DESCRIPTION: 60 GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. BEING A MERGER & REDIVLSION OF PARCELS 1, 2 AND 3 OF PARCEL MAP WAIVER NO. 300, AS EVIDENCED BY A CERTIFICATE OF COMPLIANCE RECORDED NOVEMBER 13, 1981 IN BK 5418, PG. 915 O.R. SUBDIVISION ON PARCELS A, B, & C OF PARCEL MAP NO. 3913 BEING A DIVISION OF A PORTION OF THE S.W. 1/4 OF SECTION 29, T.30 S., R.28 E., M.D.M., IN THE CITY OF BAKERSFIELD, KERN COUNTY, CALIFORNIA CONTAINING 67.60 ACRES, MORE OR LESS (45.20 NET) EXCLUSIVE OF SUMP & PARK 287 LOTS, 285 TOTAL BUILDABLE LOTS, 1 SUMP LOT/ 1 PARK LOT GRADED AREA = 64.40 ACRES N.T.S. 240 I 1% MIN jf �? 1% MIN a. HOUSE TYPICAL SWALE TO J BACK SIDEWALK I Z 1 1% MIN I 1 - 1% MIN BENCH MARK USED OWNER /SUBDIVIDER: ON / SUB L.L C. TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION UNI UNI LENOX HOMES OF UNION AVENUE & PANAMA LANE PER C.O.B. TR. 5809 C/O 1502 MILL ROCK WAY, SUITE 200 ELEV. = 361.36 BAKERSFIELD, CA, 93311 (661) 665 -1282 BENCH MARK SET TOP OF CAL TRANS BRASS CAP IN LAMPHOLE ® INTERSECTION OF UNION AVENUE & BERKSHIRE ROAD ELEV. = 358.17 SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM BENCH MARK SET CHISELED SQUARE TOP CURB W. SIDE UNION 200' SO. OF C/L BANNOCK STREET ELEV. = 356.33 SUBTRACT 2.20' TO GET U.S.C. &G.S. DATUM TYPICAL LOT DETAIL 1P e� y�R �j +� = . + g � 35681 7 * .fi ^�yy� ^ w z J o! w CL 0 Of a_ 2' HIGHER PAD 2.9' MAX 2 LOWER PAD REAR AND SIDE YARD OF NEW DEVELOPMENT PROPERTY LINE TREATMENTS ALL PADS SLOPE 0.5% MIN. TO STREET PADS TO BE GRADED PARALLEL TO STREET ON STRAIGHT GRADE BETWEEN ELEVATIONS SHOWN ALL CURB RETURN SLOPES TO BE 0.5% MIN MATCH LINE - SEE SHEET 2 W CURB STREETS z J bi J r w a. F- Ld 0 0 0 a m w a- z z v 0 lo' ir 20' a 5.12' 2' [_ PROPOSED PAD 1.2' MAX 2 2% EXIST GROUND 0.6 MAX .L,\ PROPOSED PAD DEVELOPMENT ADJACENT TO EXISTING UNDEVELOPED LAND w z J o! w CL 0 Of a_ 2' HIGHER PAD 2.9' MAX 2 LOWER PAD REAR AND SIDE YARD OF NEW DEVELOPMENT PROPERTY LINE TREATMENTS ALL PADS SLOPE 0.5% MIN. TO STREET PADS TO BE GRADED PARALLEL TO STREET ON STRAIGHT GRADE BETWEEN ELEVATIONS SHOWN ALL CURB RETURN SLOPES TO BE 0.5% MIN MATCH LINE - SEE SHEET 2 w z w ui f/I z J Lu of o 0 z 0 z o a_ m J W a m10' w 20' 0 12' 5.12' 2% 2% GRADE STREET 0.4' BELOW_ �P ART WIDTH STREET & 2' BEHIND FLOWLINE z_ Z_ W J J J J W F}- Q Q z m w 3 W a J w z 0 0 0 g U w -i a w w a C) 34 w F-- 11 a 2 m 6.12' �Ao NEW PAD 2% __ X " GRAD E STREET 0.6' BELOW & 2' BEHIND FLOWLNE EAST BERKSHIRE pF�_ K . DE(, r y w No. 17564 m Exp. 6/30/07 �9r CIVII F OF CAW_W -A S eOeA GRADM PLAN SANITATION_ CIVIL STRUCTURAL- FOR TRACT NO. 6520 wi/ /ENGItNEERS F0_UNDA'nONS =_ Rid DELMARTER AND DEIFEL DATE- 10 -21 -05 Date BY 2901 H ST. #3 BAKERSFIELD, CA. 93301 T PHONE 327 -1486 FAX 327 -1452 NO. 14090 DRWG BY: J.K.D. LAND PLANNING SURVEYORS -_LAND LEVELING JAMES K. DELMARTER R.C.E. 17564 EXP. 6 -30 -2007 DRAWING FILE. TR. 6520 GRADIP I 40' CURB - CURB STREETS 36' CURB - CURB STREETS bi J }K W F- w a. z z cn ui n ui 0 0 0 a m o z z v 0 0 0 o m a lo' 20' G_ 18' 12' 5.12' 5.12' 2% 2% LOCAL 0.4' STREET �& 2' BEHIND FLOWW NBEELOW w z w ui f/I z J Lu of o 0 z 0 z o a_ m J W a m10' w 20' 0 12' 5.12' 2% 2% GRADE STREET 0.4' BELOW_ �P ART WIDTH STREET & 2' BEHIND FLOWLINE z_ Z_ W J J J J W F}- Q Q z m w 3 W a J w z 0 0 0 g U w -i a w w a C) 34 w F-- 11 a 2 m 6.12' �Ao NEW PAD 2% __ X " GRAD E STREET 0.6' BELOW & 2' BEHIND FLOWLNE EAST BERKSHIRE pF�_ K . DE(, r y w No. 17564 m Exp. 6/30/07 �9r CIVII F OF CAW_W -A S eOeA GRADM PLAN SANITATION_ CIVIL STRUCTURAL- FOR TRACT NO. 6520 wi/ /ENGItNEERS F0_UNDA'nONS =_ Rid DELMARTER AND DEIFEL DATE- 10 -21 -05 Date BY 2901 H ST. #3 BAKERSFIELD, CA. 93301 T PHONE 327 -1486 FAX 327 -1452 NO. 14090 DRWG BY: J.K.D. LAND PLANNING SURVEYORS -_LAND LEVELING JAMES K. DELMARTER R.C.E. 17564 EXP. 6 -30 -2007 DRAWING FILE. TR. 6520 GRADIP I