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4885 TRUXTUN AVE STE C
ENCROACHMENT PERMIT CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVE BAKERSFIELD CA 93301 (661) 326 -3724 TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD CALIFORNIA: Pursuant to the provisions of Chapter 12.20 of the Bakersfield Municipal Code, the undersigned applies for a permit to place, erect, use and maintain an encroachment on public property or right of way as therein defined. Application Number . . . . . 08- 30000059 Date 6/27/08 G Property Address . . . . . . 4895 TRUXTUN AVE STE C Application type description PW - ENCROACHMENT PERMIT Owner Fontractor ------------------ - - - - -- ------------------------ OWNER Truxtun Court Partners (661) 395 -0541 Permit . . . . . . ENCROACHMENT PERMIT Additional desc . Phone Access Code 820282 Permit Fee 200.00 Issue Date 6/27/08 Valuation . . . . 0 Qty Unit Charge Per Extension 1.00 .200.0000 EA PW ENCROACHMENT 200.00 ---------------------------------------------------------------------------- Special Notes and Comments Build a monument sign at the entrance of private.rd off 4885 Truxtun Ave. Signs measurements 12" base 721, high and 60" Sign be in R.O.W. wide. will city ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due - - - - -- ---- - - - - -- -- -- - - ---- - --- - - - - -- ---- - - - - -- --- -------- Permit Fee Total 200.00 200.00 .00 .00 Grand Total 200.00 200.00 .00 .00 Applicant acknowledges the right of the City Engineer, pursuant to the Bakersfield Municipal Code Chapter 12.20 to revoke the permit at any G Signature of p e L(O /Agent) Print Name I HEREBY CERTIFY THAT I HAVE MADE AN INVESTIGATION OF THE FACTS STATED IN THE FOREGOING APPLICATION AND FIND THAT THE MAINTENANCE OF SAID ENCROACHMENT (1) WILL (NOT) SUBSTANTIALLY INTERFERE WITH THE USE OF THE PLACE WHERE THE SAME IS TO BE LOCATED AND (2) WILL (NOT) CINSTfT E A HAZARD TO PERSONS USING SAID PUBLIC PLACE; SAID APPLICATION IS THEREFO (GRANT�IWIDENIED). Said permit shall expire on date stated above. Signature of City Additional Terms on the Back FA A 4000� B A K E R S F I E L D PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Raul M. Rojas, Public Works Director FROM: Marian P. Shaw, Civil Engineer IV, Subdivisions DATE: September 18, 2008 SUBJECT: - Encroachment Permit Application for: 4885 Truxtun Ave Name-of Applicant: Truxtun Court Partners Description of Encroachment: Build monument sign at entrance to private rd off Truxtun Ave. in city R. 0. W. Engineering and Traffic staff has reviewed the attached encroachment permit to allow the applicant to build monument sign in city R.O.IN The applicant has provided proof of appropriate insurance coverage to Risk Management, and has provided signatures of all immediate neighbors stating that they have no objection to the proposed construction. Based on their review, staff recommends approval of the permit. SAPERMITS \ENCROACH \4885 Truxtun Ave.doc F *4 ° I .0000 B A IL E R S F I E L L� PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Ryan Starbuck, Civil Engineer III FROM: Marian P. Shaw, Civil Engineer IV, Subdivisions DATE: July 11, 2008 SUBJECT: Encroachment Permit Application for: 4885 Truxtun Ave. Name of Applicant. Truxtun Court Partners Description of Encroachment. Build monument sign at entrance to private rd off Tuuxtun Ave. in city R. 0. IN Please review the attached encroachment permit and return to me at your earliest convenience. S: \PERMITS \ENCROACH \TRAFFIC \4885 Truxtun Ave..doc iVb t�i�'A'S�f�t�v1C�S/ ,rll���SlbKJS/ S - r�tnNUhf'1 �n17 5 L Ei � y r�cu?P � s t�sT � � pep piste' ✓� -10 4t-- APO 16 (---r �� Sri- bvl�.p 0 t-4 or 0E A K E R S F I E I- L3 PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Ralph Korn, Risk Manager FROM: Marian P. Shaw, Civil Engineer IV, Subdivisions DATE: June 27, 2008 SUBJECT: Encroachment Permit Application for: 4885 Truxtun Ave Name of Applicant: Truxtun Court Partners Description of Encroachment. Build Monument sign at entrance to private rd off Truxtun Ave. in city R. 0. W. Please review the insurance certificate with the attached encroachment permit and return to me at your earliest convenience. S: \PERMITS \ENCROACH \INSURANC \4885 Truxtun Ave.doc 11 Public Works Department 1501 Truxtun Avenue Bakersfield, California 93301 (661) 326 -3724 APPLICATION FOR ENCROACHMENT PERMIT Permit Fee $200.00 To the City Engineer of the City of Bakersfield, California: Pursuant to the provisions of Chapter 12.20 of the Bakersfield Municipal Code, the undersigned applies for a permit to place, erect, use and maintain an encroachment on public property or right -of -way as therein defined. 1. Full name of applicant and complete address `including phone number: _Tt -Qx-1 J n. (� Irs -e� �..I�e d Ci� °f33oPJ 2. Nature or description of the encroachment for which this application is made: (Example: Wood or wrought iron fence, concrete block wall, raised planter, etc...) SI 176= 3. Location of proposed encroachment: (Example: Side yard at back of sidewalk or front yard at back of sidewalk) 4. Period of time for which the encroachment is to be maintained: IIrcle) definite or Other. Applicant agrees that if this application is granted, applicant shall indemnify, defend and hold harmless the City, its officers agents and employees against any and all liability, claims, actions, causes of action or demands, whatsoever against them, or any of them, before administrative, quasi-judicial, or judicial tribunals of any kind whatsoever, arising out of, connected with, or caused by applicant's placement, erection, use (by applicant or any other person or entity) or maintenance of said encroachment. The applicant further agrees to maintain the aforesaid encroachment during the life of said encroachment or until such time that this permit is revoked. Applicant further agrees that upon the expiration of the permit for which this application is made, if granted or upon the revocation thereof by the City engineer, applicant will at his own cost and expense remove the same from the public property or right of way where the same is located, and restored said public property or right of way to the condition as nearly as that in which it was before the placing, erection, maintenance or existence of said encroachment. Applicant further agrees to obtain and keep all liability insurance required by the City Engineer in full force and effect for however long the encroachment remains. Applicant shall furnish the City Risk Manager with a Certificate of Insurance evidencing sufficient coverage for bodily injury or property damage liability or both and required endorsements evidenc- ing the insurance required. The type(s) and amount(s) of insurance coverage is: Applicant acknowledges the right of the City Engineer, pursuant to Bakersfield Municipal Code Chapter 12.20 to revoke the permit at any time. S:\ EncroachmentPermits \ApplicationforEncroachment • B A K E R S F I E L D Public Works Department 1501 Truxtun Avenue Bakersfield, California 93301 (661) 326 -3724 APPLICATION FOR ENCROACHMENT PERMIT Permit Fee $200.00 To the City Engineer of the City of Bakersfield, California: Pursuant to the provisions of Chapter 12.20 of the Bakersfield Municipal Code, the undersigned applies for a permit to place, erect, use and maintain an encroachment on public property or right -of -way as therein defined. 1. Full name of applicant and complete address `including phone number: _Tt -Qx-1 J n. (� Irs -e� �..I�e d Ci� °f33oPJ 2. Nature or description of the encroachment for which this application is made: (Example: Wood or wrought iron fence, concrete block wall, raised planter, etc...) SI 176= 3. Location of proposed encroachment: (Example: Side yard at back of sidewalk or front yard at back of sidewalk) 4. Period of time for which the encroachment is to be maintained: IIrcle) definite or Other. Applicant agrees that if this application is granted, applicant shall indemnify, defend and hold harmless the City, its officers agents and employees against any and all liability, claims, actions, causes of action or demands, whatsoever against them, or any of them, before administrative, quasi-judicial, or judicial tribunals of any kind whatsoever, arising out of, connected with, or caused by applicant's placement, erection, use (by applicant or any other person or entity) or maintenance of said encroachment. The applicant further agrees to maintain the aforesaid encroachment during the life of said encroachment or until such time that this permit is revoked. Applicant further agrees that upon the expiration of the permit for which this application is made, if granted or upon the revocation thereof by the City engineer, applicant will at his own cost and expense remove the same from the public property or right of way where the same is located, and restored said public property or right of way to the condition as nearly as that in which it was before the placing, erection, maintenance or existence of said encroachment. Applicant further agrees to obtain and keep all liability insurance required by the City Engineer in full force and effect for however long the encroachment remains. Applicant shall furnish the City Risk Manager with a Certificate of Insurance evidencing sufficient coverage for bodily injury or property damage liability or both and required endorsements evidenc- ing the insurance required. The type(s) and amount(s) of insurance coverage is: Applicant acknowledges the right of the City Engineer, pursuant to Bakersfield Municipal Code Chapter 12.20 to revoke the permit at any time. S:\ EncroachmentPermits \ApplicationforEncroachment sf ^ Public Works Department 1501 Truxtun Avenue Bakersfield, California 93301 (661) 326 -3724 TO WHOM IT MAY CONCERN: We the undersigned, have no objection to the construction of a fence beside the sidewalk within the public right -of -way. IV- USC4'J i\, 4-f— ) e-� (Street for purposed encroachment) Of LI C6 C6 S — —r -u ec." ✓`- (Address of purposed encroachment) SIGNED: Address: 44RU o r (Owners Name) C�tv-T-1 . SSO c . ) phone: %e6l �*15 • 05H1 / Date: 06 160%& 2.) Name: Address: 3.) Name: Address: 4.) Name: Address: 5.) Name: Address: 6.) Name: Address: Date: Date: Date: Date: • B A K E R S F I E L D Public Works Department 1501 Truxtun Avenue Bakersfield, California 93301 (661) 326 -3724 TO WHOM IT MAY CONCERN: We the undersigned, have no objection to the construction of a fence beside the sidewalk within the public right -of -way. IV- USC4'J i\, 4-f— ) e-� (Street for purposed encroachment) Of LI C6 C6 S — —r -u ec." ✓`- (Address of purposed encroachment) SIGNED: Address: 44RU o r (Owners Name) C�tv-T-1 . SSO c . ) phone: %e6l �*15 • 05H1 / Date: 06 160%& 2.) Name: Address: 3.) Name: Address: 4.) Name: Address: 5.) Name: Address: 6.) Name: Address: Date: Date: Date: Date: CERTIFICATE OF LIABILITY INSURANCE OV16 /20 s' PRODUCER (661)834 -6222 FAX (661)281 -4992 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Walter Mortensen Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR License #OD44424 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 8500 Stockdale Hwy., Suit #200 Bakersfield, CA 93311 INSURERS AFFORDING COVERAGE NAIC # INSURED Gregory D Bynum & As ociates, Inc. INSURERA: American Automobile Ins. Co. 21849 Truxtun Court Patne , A CA LP INSURERS: 5601 Truxtun Ave., Sjite 190 INSURER C: Bakersfield, CA 933 -0627 INSURER D: INSURER E: COVERAQES THE POLICIES OF INSURANCE LISTEE ANY REQUIREMENT, TERM OR COND MAY PERTAIN, THE INSURANCE AFFC POLICIES. AGGREGATE LIMITS SHOY BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING TION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR RDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH N MAY HAVE BEEN REDUCED BY PAID CLAIMS. DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE 06/01/2008 POLICY EXPIRATION In 06/01/2009 LIMITS EACH OCCURRENCE $ 2,000,00 rA GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE XJ OC UR AZC80SIS406 CERTIFIED ACTS OF DAMAGE TO RENTED Fn nr $ 100 00 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 2,000,000 GENERAL AGGREGATE $ 4,000,00 X No Ded. PRODUCTS - COMP /OP AGG $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES ER: POLICY JEC7 X OC TERRORISM INCLUDED AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO ALL OWNED AUTOS BODILY INJURY (Per person) $ SCHEDULED AUTOS HIREDAUTOS BODILY INJURY (Per accident) $ NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) $ G AUTO ONLY -EA ACCIDENT $ OTHER THAN EA ACC ONLY: AGG $ $ A EXCESSIUMBRELLA LIABILITY X OCCUR CLAIMS DEDUCTIBLE RETENTION $ DE AZC8081S406 CERTIFIED ACTS OF TERRORISM INCLUDED 06/01/2008 06/01/2009 EACH OCCURRENCE $ 5,000,00 AGGREGATE $ S5000,000 $ $ OTH- $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY E.L. "- $ 7EACHACCIDENT E.L, MPLOYE $ ANY PROPRIETORIPARTNERIEXECUTN OFFICERIMEMBER EXCLUDED? E.L. CY LIMIT $ ff yas, describe under SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS / E: Signage Installation he City of Bakersfield, its insureds with respects to VEHICLES I EXCLUSIONS ADDED BY ENDORSEMErPTI SPECIAL PROVISIONS 4885 Truxtun Ave., Bakersfield, CA mayor, council, employees, agents and volunteers are added as addtional the operations of the Named Insured under current written contract and per ttached AB9189 S -99. 110 Days Notice of Cancell tion for Non- Payment The City of Bakersfield 1501 Truxtun Ave. Bakersfield, CA 93301 ACORD 26 (2001108) ry GL M 15413 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE G7' Dated 2 -9 -2000 Schultz Livir © ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATIO IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endor ment. A statement on this certificate does not confer rights to the certificate holder in lieu of s ch endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insure (s), authorized representative or producer, and the certificate holder, nor does it affirmatively or ne gatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 26 (2001108) RECORDING REQUESTED BY AND WHEN RkCORDED MAIL TO: CITY CLERK'S OFFICE CITY HALL 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ivy 1�v� 0ff �w ' " "I� L • James Maples,Assessor- Recorder SOFIR Kern County Official Records Pages: 5 DOCUMENT #!':0201189877 12/20/2001 9:13:41 Fees... Taxes,, *0201189877* Other ... TOTAL PAID.. CALIFORNIA STREET RIGHT OF WAY DEED KNOW ALL MEN BY THESE PRESENTS: Stat. Types:I Is us( i 5532 CHARLES W. BOZARTH AND ANNA LANE BOZARTH, AS TRUSTEES UNDER THE CHARLES W. BOZARTH AND ANNE LANE BOZARTH 1976 TRUSTS owner's of the hereinafter described land, Grantors, for a valuable consideration, the receipt of which is hereby acknowledged, and the benefits to accrue to them by reason of the location and establishment by the City of Bakersfield of a public street upon, over and across said land do hereby signify their approval of and consent to the location, establishment and construction of such street thereon, and do by these presents grant, convey and dedicate to the City of Bakersfield, Grantee, the right of way and incidents thereto for such public street upon, over and across the said land hereinafter described, lying and being in the City of Bakersfield, County of Kern, State of California, and particularly described as follows: SEE EXHIBIT "A" AND EXHIBIT "B" ATTACHED HERETO Said Grantors do hereby waive all claims for any and all damages or compensation for and on account of the location, establishment and construction of said street; and do hereby grant to the City of Bakersfield, all trees, growths (growing or that may hereafter grow), together with all improvements, and do hereby sell, assign and transfer all road - building materials within said right of way, together with the right to use the same in such manner and at such location as said Grantee may deem proper, needful or necessary in the construction and maintenance of said street. In WITNE S WHEREOF, said Grantors have here unto subscribed their names this f 7k day of Ae.--fv ham-- , 2001 j GRANTOR: t. W, ,,% Charles. W. Bozarth, PAtruxtun access roadlBOZARTH street right of way.wpd September 10, 2001 RTY /cjc :' �!1 t EXHIBIT "N' pp 3 as TRG UXiUN AVENUE STREET RIGHT-OF-WAY DEDICATION 5532 BEING A PORTION OF THAT PORTION OF LOT 25, IN SECTION 27, TOWNSHIP 29 SOUTH RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN, AS PER MAP RECORDED DECEMBER 7, 1909 IN BOOK 1, PAGE 130 OF MAPS, LYING SOUTHEASTERLY OF THE IN SOUTHEASTERLY BOUNDARY OF THE TRUXTUN AVENUE EXTENSION AS DESCRI PAGE FINALORDER OF CONDEMNATION RECORDED SEPTEMBER 24, 1979 IN BOOK 5231 IN THE 232, OF OFFICIAL RECORDS IN THE OFFICE OF THE KERN COUNTY RECORDER, CITY OF BAKERSFIELD. COUNTY OF KERN, STATE OF CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF PARCEL "D' OF PARCEL. MAP WAIVER NO. P99 -0800, PER CERTIFICATE OF COMPLIANCE RECORDED OCTOBER 29, 1999 AS DOCUMENT NO, 0199157166, OF OFFICIAL RECORDS IN THE OFFICE OF THE KERN COUNTY RECORDER; THENCE NORTH 00 °09'40" WEST, ALONG THE WESTERLY BOUNDARY OF SAID PARCEL "D', A DISTANCE OF 98.58 FEETTO THE INTERSECTION OF SAID WESTERLY RUXTUN AVENUE EXTENSION, SAID INTERSECTION BE OFTH SOUTHEASTERLY GTHET UE POINT OF BEGINNING; THENCE 1 } p E, SAID O SOUTHEASTERLY THE SOUTH AVENUEE TENS ONADISTANCE OF 36 THENCE2) DEPARTING SAID SOUTHEASTERLY BOUNDARY OF THETRUXTUN AVENUE EXTENSION, EASTERLY, ALONG A NOWRADIAL CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 130.00 FEET, A RADIAL TO WHICH BEGINNING OF CURVE BEARS SOUTH 29 °42 -55" WEST, THROUGH A CENTRAL ANGLE OF 29 052'35 ", AN ARC LENGTH OF 67.79 FEET; THENCE 3) NORTH 89 °50'20" EAST, A DISTANCE OF 73.35 FEET TO SAID WESTERLY BOUNDARY OF PARCEL "D"; THENCE 4) NORTDISTANCE OF 29.38 EET TO THE TRUE RPOINTT O D PARCEL EGINNING "D ", A CONTAINING 2,358 SQUARE FEET, MORE OR LESS. Ilil XIM1osi►lW1�DOC �y�,pahbr,.wpd 6� is) EXHIBIT "B" ADDITIONAL RIGHT -OF-WAY NORTH SCALE, 11 = 50' 5532 PARCEL D PARCEL MAP WAIVER NO. P99 -0600 �.-- EAWING PER CER70CATE OF COMPLIANCE R Hr OF WAY RECORDED OCTOBER 29, 1999 ,a AS DOCUMENT NO 0199157166 ;v Pow of columEmmENr I 6 I SW CORNER OF PARCEL D I i II OF PMW P99 -0600 4 8 I I i II TRUE POINT I i OF BEGINNING I I N001?9'40'W 114.79' i ,,•-- OF SdW' . F.�7S11NC I 5 RX r OF W` Y- EAST 1NE OF THE SW 114 \ OF SEVION 27, r291, R,27E., t M.o.A& M OPARCEL 3 — P.G. do E. EASEMENT 8K. 3086, PGS 335 -340 O.R. 20' WIDE P.T. do T. EASEMENT AGREEMENT NO. 79 -140 O80' WIDE P.G. do E. EASEMENT 8K. 3090, PGS 223 -227 O.R. 4 25' WIDE EMERGENCY ACCESS EASEMENT BK. 6719, PGS 50 -52 O.R. 15' WIDE POLE AND PIPELINE. EASEMENT SK. 5687, PGS 498 -507 Q.R. OPARCEL 4 — P.G. & E. EASEMENT 6 9K. 3086, PGS 335 -340 O.R. 1 j t � I i 4 I 2936' 6 69.22' REMAINDER OF LOT 25 IN SECTION 27, LA � � T.29S, R.27E., M.B. 1, PG. 130 ADDMOML R �I WAY 2,858 SO. FT. 1 ! 0.047 ACRES \` 1 2 I CURIA,' DATA o$ Cl A w 29"32'35' i R - 130.00' 1 ► r me J4.68' L a 67.79' V ` 1\ \ \\ \\ R16HTN0F WAY OPUBLIC STREET EASEMENT PER CONDEMNATION \ \ SK. 5231, PGS 232 -234 O.R. QSTREET RIGHT —OF —WAY DEED 8K. 5232, PGS 539 -543 O.R. AND \ \ rr. BK. 5248, PGS 1497 -1503 Q.R. 5532 CERTIFIC ^TE OF ACCEPTANCE THIS IS TO CERTIFY that the interest in real property conveyed by the STREET RIGHT OF WAY DEED, dated OCTOBER 4, 2001, from CHARLES W. BOZARTH AND ANNA LANE BOZARTH, Trustees Under Charles W. Bozarth and Anne Lane Bozarth 1976 Trusts, to the City of Bakersfield, Grantee, a municipal corporation and governmental agency, is hereby accepted by the undersigned officer or agent on behalf of the City of Bakersfield, pursuant to authority conferred by City Council Resolution No. 63 -92, adopted on April 8, 1992, and the Grantee, by its duly authorized officer, consents to recordation thereof. DATED: December 6, 2001 By RAUL M. ROJAS PUBLIC WORKS DIRECTOR City of Bakersfield, California m ABC MultiCd - AB 91 89 05 99 This endorsement moi lifies insurance provided under the following: American Business Coverage Your policy is broadened and clarified as follows: permanent lodging, or premises by or at the direction of any insured; or 1. Non Employmen Discrimination Liability (13) Arising out of discrimination, if insurance Unless Personal Injury or Advertising Injury is thereof is prohibited by law; or excluded from this policy: (14) Fines, penalties, specific performance, or A. Section III Definitions, Item 17. Personal injunctions levied or imposed by a go- Injury is am nded to include: vernmental entity, or governmental code, f. Discrimination law, or statute because of discrimination. B. Section III I Definitions, Item 2. Advertising 2. Blanket Additional Insured Injury is am nded to include: Section II - Liability Coverage, Part I. Who Is An Insured, Item 2. is amended to include: e. Discri nation f. Any person or organization that you are re- C. Section III Definitions is amended to in- quired by a written insured contract to include clude: as an insured, subject to all of the following 30. Discrimination means the unlawful treat- provisions: ment o individuals based on race, color, (1) Coverage is limited to their liability aris- ethnic rigin, gender, religion, age, or ing out of. sexual preference. (a) the ownership, maintenance or use D. Section II - Liability Coverage, Part H. Ex- of that part of the premises, or land clusions, Item Lp Personal Injury or Adver- owned by, rented to, or leased to tising Injury is amended to include: you; or (11) Arising out of discrimination directly or (b) your ongoing operations performed indirectly related to the past employ- for that insured; or ment, t mployment or prospective em- ploymei it of any person or class of (c) that insured's financial control of persons by any insured; or you; or (12) Arising out of discrimination directly or (d) the maintenance, operation or use indirectly related to the sale, rental, lease by you of equipment leased to you or sub-lease or prospective sale, rental, by such person(s) or organization(s); lease or sub -lease of any dwelling, or This Form must be attach td to Change Endorsement when issued after the policy is written. One of the Fireman's Fun4 Insurance Companies as named in the policy Secretary President AB9189 5 -99 Page 1 of 5 (e) a state or political subdivision per - mi issued to you. (2) Coverage does not apply to any occur- rence o offense: (a) wl 'ch took place before the exe- cu 'on of, or subsequent to the co npletion or expiration of, the wr tten insured contract, or (b) w 'ch takes place after you cease to be tenant in that premises. (3) With respect to architects, engineers, or surveyors, coverage does not apply to Bodily Injury, Property Damage, Per- sonal Injury or Advertising Injury arising out of the rendering or the failure to render i iny professional services by or for you including: (a) Th preparing, approving, or failing to prepare or approve maps, draw- in Es, opinions, reports, surveys, change orders, designs or specifica- tio s; and (b) Su ervisory, inspection, or engi- ne ins services. If an Additional Insured endorsement is attached to this policy thi t specifically names a person or organization as a i insured, then this coverage does not apply to that person or organization.' 3. Blanket Additional Insured for Vendors Unless the Products-Completed Operations Haz- ard is excluded from this policy, Section II - Li- ability Coverage, Part 1. Who Is an Insured, Item 2. is amended to include: g. Any vendor but only with respect to Bodily Injury or Pr perty Damage arising out of your products wh ch are distributed or sold in the regular cour a of the vendor's business, sub- ject to the f flowing additional exclusions: 1. The in rance afforded the vendor does not aun v to: a. AB9189 5 -99 for ily Injury or Property Damage which the vendor is obligated to damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agree- ment; b. Any express warranty unauthorized by you; c. Any physical or chemical change in the product made intentionally by the vendor, d. Repackaging, unless unpacked solely for the purpose of inspection, dem- onstration, testing, or the substi- tution of parts under instructions from the manufacturer, and then re- packaged in the original container. e. Any failure to make such in- spections, adjustments, tests or ser- vicing as the vendor has agreed to make or normally undertakes to make in the usual course of busi- ness, in connection with the distrib- ution or sale of the products; f. Demonstration, installation, servic- ing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; g. Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. 2. This insurance does not apply to any in- sured person or organization, from whom you have acquired such products, or any ingredient, part or container, en- tering into, accompanying or containing such products. If an Additional Insured - Vendors endorsement is attached to this policy that specifically names a person or organization as an insured, then this coverage does not apply to that person or organ- ization. Page 2 of 5 4. Blanket Waiver Section II - Li and Medical amended to incl 6. Transfer of ers to us an a. If the ' part of this C At our or tran b. If re we N have or or Subrogation ity Coverage, Part K. Liability nents General Conditions, is flights of Recovery Against Oth- 1 Blanket Waiver of Subrogation lsured has rights to recover all or my payment we have made under average Part, those rights are •ed to us. The insured must do after loss to impair those rights. - equest, the insured will bring suit Per those rights to us and help us them. •ed by a written insured contract, re any right of recovery we may ainst any person or organization of payments we make for injury age arising out of your operations work for that person or organ- 5. Broadened Namid Insured Section II - Lia itity Coverage, Part I. Who Is An Insured, Item 4. is replaced with: 4. All of your subsidiaries, companies, corpo- rations, finis, or organizations, as now or hereafter ccnstituted, qualify as Named In- sured under this policy if- (a) you have the responsibility of placing in- surance for each such entity; and (b) covers for the entity is not otherwise more s ecificallyprovided; and (c) the en ty is incorporated or organized under a laws of the United States of But each tity is insured only while you own, during the policy period, a controlling interest in such entity of greater than 50% of the stock or assets. However: (a) Covers le under this provision is afforded only ut til the end of the policy period, or the 2 month anniversary of the policy incepti date, whichever is earlier; (b) Covers e C does not apply to bodily in- jury orl property damage that occurred AB9189 5 -99 before you acquired or formed the or- ganization; (c) Coverage C does not apply to personal injury or advertising injury arising out of an offense committed before you ac- quired or formed the organization. 6. Medical Payments Unless Coverage D. Medical Payments is excluded from this policy: A. Section II - Liability Coverage, Part H. Ex- clusions, Item 21 is replaced with: f. Included within the products - completed operations hazard. However, this exclu- sion does not apply to expenses for den- tal services. B. Section II - Liability Coverage, Part G. Cov- erage, Item 2., is amended to include: c. Coverage D. Medical Payments is pri- mary and not contributing with any other insurance, even if that other insur- ance is primary also. 7. Tenant's Legal Liability A. Section III - Liability Coverage, Part J. Li- ability and Medical Payments Limits of In- surance, Item 3. is replaced with: 3. The most we will pay under Coverage C - Liability for damages because of prop- erty damage to premises while rented to you, temporarily occupied by you with the permission of the owner, or managed by you under a written agreement with the owner: a. arising out of any Covered Cause of Loss shall be the greater of (1) $1,000,000; or (2) The Tenant's Legal Liability limit shown in the Declarations. 8. Chartered Aircraft Section I1 - Liability Coverage, Coverage C, Part H. Exclusions, Item l.g. is amended to include: (5) An aircraft in which you have no ownership interest and that you have chartered with crew. Page 3 of 5 9. Coverage Territory Broadened Section III - Def nitions, Item 5.a. is replaced with: a. The United States of America (including its territories a d possessions), Puerto Rico, Ca- nada, Bermuda, the Bahamas, the Cayman Islands and the British Virgin Islands. 10. Broadened Advertising Injury Unless Advertis ng Injury is excluded from this policy: A. Section III Definitions, Item 2. is replaced with: 2. Adver ing Injury means injury arising out of 3ne or more of the following of- fenses: a. Or il, written, televised or videotaped publication of material that slanders or libels a person or organization or disparages a person's or organiza- tio 's goods, products or services; b. Or il, written, televised or videotaped pu lication of material that violates a 1 erson's right of privacy; c. M' iappropriation of advertising ideas or style of doing business; or d. Infringement of trademark, copy- rigit, title or slogan. B. Section Il - Liability Coverage, Coverage C, Part H. Ex lusions, Items l.p.(1) and (2) are replaced wit : (1) Arising out of oral, written, televised or videota ed publication of material, if done by or at the direction of the insured with kr Dwledge of its falsity; (2) Arising out of oral, written, televised or videota ed publication of material whose first p lication took place before the beginni g of the policy period; 11. Broadened Personal Injury Unless Personal njury is excluded from this pol- icy, Section III Property, Liability and Medical AB9189 5 -99 Payments Definitions, Items 17.b., d. and e. are replaced with: b. Malicious prosecution or abuse of process; d. Oral, written, televised or videotaped publica- tion of material that slanders or libels a person or organization or disparages a person's or organization's goods, products or services; e. Oral, written, televised or videotaped publica- tion of material that violates a person's right of privacy; 12. Broadened Personal or Advertising Injury Unless Personal Injury or Advertising Injury is excluded from this policy, Section II - Liability Coverage, Coverage C, Part H. Exclusions, Item Lp.(4) Exclusions is dcleted in its entirety. 13. Fellow Employees Coverage Section II - Liability Coverage, Part I. Who Is an Insured, Item 2.a.(1) is amended as follows: (1) Personal Injury to you or to a co- employee while in the course of his or her employment, or the spouse, child, fetus, embryo, parent, brother, sister or any member of the house- hold of that employee or co- employee as a consequence of such Personal Injury, or for any obligation to share damages with or repay someone else who must pay damages because of the injury; or 14. Mental Anguish Is Included in Bodily Injury Section III - Definitions, Item 4. is replaced with: 4. Bodily injury means bodily Injury, sickness or disease sustained by a person. It includes death or mental anguish which result at any time from such physical harm, physical sick- ness or physical disease. Mental anguish me- ans any type of mental or emotional illness or disease. 15. Unintentional Failure to Disclose Hazards Section II - Liability Coverage, Part K. Liability and Medical Payments General Conditions, is amended to include: Page 4 of 5 ET Z z uj CO C6 Tt, vyf",j C t-7 H-3 000 0 S� Q 0 V V "I 1= rN, �Wl 4,0 ti Tt, vyf",j C t-7 H-3 000 0 S� Q 0 V V "I 1= rN, �Wl 4,0 \\ `O � `� ,� .� �\ .` '� .� � ��. ��� 3. �� .% \ -- �S i 60. ------------- I 11--� ------------------- --------- - - - - -- - - - - - - - - - - - - - - - - - - - S4,Dr Ling RR- .............. of - - - - - - - - - - - / ---------------------------- 701 A C C E S S ROAD lot ------------------------------------------- 00 O W � �t A 2 Q F N y A.1 W N n� }W� rV r Q w w •N rA L v �1 LL et ti O J o I o �a i i C 0D 01M z r� 4. tiV 0) Oa � � Q ;y ti O M c X -i LLJ W LL w VA m W 0 I N G M N O r o� =ti a� i 00 O W � �t A 2 Q F N y A.1 W N n� }W� rV r Q w . -- -.+"fib • B A K E R S F I E L D PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Ryan Starbuck, Civil Engineer III FROM: Marian P. Shaw, Civil Engineer VI, Subdivisions DATE: April 18, 2002 SUBJECT: Encroachment Permit Application for 5601 Truxtun Avenue Commerce Drive Partners Landscaping & signage Please review the attached encroachment permit and return to me at your earliest convenience. Qt- kAO 1 Y paa- OYA `fir rQ�sSc�� C. CV S : \PERMITS\ENCROACH\TRAFFIC\5601 Truxtun Ave.wpd NOTES: W �'� 1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE - srATXAV OFFSET () NOTED AS FLOWUNE STATIONING. 127+1261 507' R(. " Y. Z (i 1 6.l ( \ 127+10.11 48P RE Q M O NOTE, _ +1 O® \ 127 +17,61 425'RT 127+J511 JJI' R(. T v FIBER OPTIC FACILITIES MAY EXIST WITHIN THE PROJECT LIMITS. ! A M 41 9L 5732 PCs S.ro -s4J aR M1M1' BK s74B PL3' 1497 -150! 0R I17H261 107' RT 9•S Ids 0 O IL O CONTRACTOR SHALL NOTIFY U.S.A. 48 HOURS PRIOR TO CONSTRUCTION k SHALL POT -HOLE UNDERGROUND M Iz7 +7261 400'LF. , U) IOR TO COMMENCING GRADING OPERATIONS. RXAIr- D` -wAV a (y/ Iz7+A2v 5Jr'LT, 117+0761 6.25' LT. Z SHALL CONTACT THE DEVELOPER'S STA - 127 +17.61, 500' Rr 1�, SEA A 1251106( 6.07'LT. BOON MDAN MAN9RLW g/ \ 127f9S1/ aN'Li. / II- L� W Q RVEYOR WHILE POT -HOLED FACILITIES ARE cnr. r.90 RA0U5 Soo' LT. SM = 127+4261 \ 120+0261 700' LL �!; i,� ' THE ENGINEER /SURVEYOR CAN DETERMINE IF ILL EXIST, !Frp� s/A - ITH59.m sM- rO'RA T aaD'aT sM 4 z00'Rr. STA 177 +7261 cm i.W RADUS IQ7 L (l. -- W SrA- 172 +1196 a �''` Ia mcnoW a Nr, srcrK+v 1NE STA 126+0261, QY Li. 4 � \\ t C CM.. 7.0]'RAAVS - .__-- ___��� -. - � _ --[� _ - - - - -r 11W -_ - -- - Qlo AN 7R 1 l - -� - - -_ _ - AN911lX/ J .,iJ � • "- - -�- -��-• � �], STA S00'R7. �A' (%14�A4}f11 NL i� - _I _ / ?�'° __ _ -- a- -- •�����,- �CMSr. W /�� > W �• -- -- �_- EOSE AC CURB ---- z'iR MFACE OFAC j (� 4 CS CIR 2Do'R"s -.. �•' G C10 q.Yd9dp/rrlfff��� \ �� __ LL _ - - --� TO TRAFFIC 9ON I N - - -�' I' TO NCV/[AF NRAO7X[Cr -RW i 1 11]190 _T - - 'A, _ 1 • I� 'yam _I -Z4f- ITr \ -- _- -__ -___ J O fY L a: - ___ - - -- NMCE V - -+-- - J R -N0O' ;a1M V ;- C9� 7 a0 ry E4N[ yA CO m 12 CI _ 02 �+-�. / \ v W AC, CE C6 Tor 4'd SMEFPs m LDST. 121.�99pp '+ PROlEC/ N RACE EXIST dAfflC SXOVAL �- 1- 71 2�, PULL BOX M 1 yi FMIL4 -A4. 4i J - 1 -0 • / / . 4 STA - 126+0201 - 129+W _ ~- may. 1 ]y LL ` / sumcoW,ECT - PRoNcr 1 OD _ N PLACE m _ �a9' INDE R r. t t EwmILN/ OTEFIOIl AYI 7a-Ib ,y ._ ._9 WSJ �"� '-vc 3 cv_. .o e 1 _ q... -a -+ _ - -- - -- 9 < r 701 ` $ . -.,s. CM. 707' RADW -_ -2� -- -- ov"r .� El)S!.'a.NB f O/r7W - .. •,n• , 4s'R7E 577EwR 1 T' ---- - -- - --- - - -___ r r Q _ _ --- __ '. - _- -1__ - 2 g v i •t 5 �� 1 /1 _ ___ -_- _ � _ _ -V T -- - ---- - - -� -` 5 1' F7wv arlm LAPP m 7 EXIST 7RAFM 9OVAL � --- -- -------- - '_iv •- 1 � � � - ' -^r-. v V -- EX6/)A@ ,,}} - ?4 �i3 N/Fwmwc(8a4' - ��o •.' Ir -- - - - - -` - ---`"- - -- .- - �4F,'JfA0 IIYI $ $ •� *iA f1iAi4 Q N RRNT -OF -MAY B ] lift DEEP - PRO AV Mff - -- ------ '� mAlol i c ' L t C NAY a 1 x ,e -- - - -- _ _ FLOKNE MM97xw A � ' t b a STIWIV OFFSET 11 +1198 JAOO' 1 7 JA 121 +148 16' 171 +'7/'96 '71'62 ct g 7 \ \ CONSTRUCTION NOTES : 1 INSTALL TYPE 'B' CURB k GUTTER PER CITY I O PROTECT IN PLACE EXIST. PAd1ELL UNDERGROUND eK yMje a yW7 [)M 121 +1218 7241 121419.98 Ja50' 10.90' BAY rAPLTr- no2LNE IRAN9IXN TABLE AT lEi7 OiY75 SEE SHEET 4 FOR SIGNAGE AND STRIPING. OF BAKEIMELD DETAIL S-1. O2 INSTALL 5.5 FOOT WIDE SIDEWALK PER CITY OF it UTIUTIES, ENACT LOCATION UNKNOWN. 7�UE Iy�LAGIt 7GLC><bMl EXISTING VAULT iB- REMARfiiIARiB- RMiEbCB1ER p.-. -C z d m !21479.98 41.50' BAKERSMELD DETAIL S -3. /21+0.+0 1259' - -•^ fE9 Te 8/2011 A'N - A6•M'll r O PAVEMENT. REMOVE i Of x W Q " 12149AP6 4778 l77+OZH IJe1' El05TEPARVEMEN D A.C. CURB AND REPLACE TO PRINCE 20019 1© TIE -IN CROSS SLOPE. PATCH PER CITY OF SANCUT AND REMOVE EXISTING CURB 4: CUTTER AND 5.5' H DE SIDEWALK < 00 0 171 +09.98 TAW' NOTE: BANERSI ELD DETAIL ST -6. PROTECT EXIST. @ 1RKER SIGNAL INTERCONNECT O PLACE INSTALL 9500 -LUMEN STREET UGHT PER C.O.B. F CONTRACTOR SHALL CONTACT THE C.O.B. TRAFFIC ENGINEER PRIOR TO 'N STD. DETAIL S -31. STREET LIGHT TO BE ENERGIZED `��.r W I COMMENCING CONS (661 -326- 3724). THERE IS NEWLY INSTALLED LIVE IFIED TYPE -2' MEDIAN CURB PER Q INSTALL MODSHEET 1. DETAIL ON WITH DEVELOPMENT OF FIRST PARCEL OF PARCEL MAP NO. 10788. • / n U Vl n CURVE DATA TABLE INTERCONNECT TRAFFIC SIGNAL IN CONDUITS AT 24' DEPTH, WITH SLURRY .�^ CURVE RADIUS LENGTH TANGENT DELTA BACKFILL, LOCATED 2 FEET NORTH OF THE FACE OF THE AC. CURB AND 2 FEET NORTH OF THE GUTTER LIP AS SHOWN HEREON. CONTRACTOR SHALL SAWCUT OS INSTALL CASE 'A* HANDICAP RAMP PER CITY OF It REPLACE EXISTING TRAFFIC SIGNAL INTERCONNECT BAKERSFIELD DETAIL S -41. PuLL e0x WITH TRAFFIC RATED PULL n FL Cl 425 GO 197.14 98.59 023974 FL C2 30.00 41.00 24.47 ]811"49 BETWEEN FACE OF AC. CURB (AND /OR GUTTER UP) AND EXISTING © INSTALL 0.45' TYPE "B" ASPHALT CONC. OVER BOX e: LID, AS DIRECTED eY THE C.O.B. TRAFFIC ENGINEER. (STA 123+46.954) AOJIST TO MATCH FINISHED o�- 0 FL C3 30.00 45.18 28.40 8851 01 INTERCONNECT AND SHALL PROTECT EXISTING INTERCONNECT IN PLACE. THERE 1.00' CL -2 A.B.. OVER 1.05' NAIVE O 951[ M.R.O. SURFACE AS REQUIRED. A. FC c4 7.00 21.99 --- 1Bom OO FC c5 4]O7.00 291.10 t45.st 035221 IS AN EXISTING INTERCONNECT PULL BOX AT STA. 123 +46.95±, WITH 4 FEET SWEEPS INTO THE BOX. THE EXISTING BOX SHALL BE REPLACED WITH A Qi INSTALL 0.25' TYPE 'e' ASPHN -T OONC. OYIIt D FC CB 4293.00 238.32 119.89 0371 39 Fc c] z.00 1.ze 0.65 3"O" 5 TRAFFIC -RATED BOX k LID; THE SWEEPS SHALL BE PROTECTED IN PLACE. ANY ADDITIONAL WORK AS REQUIRED BY THE TRAFFIC ENGINEER SHALL BE 0.50' CL -2 A.B., OVER 1.25' NATIVE O 951 M.R.D. p FC CB 60.00 3832 19.70 36'2916 FC CSI 4305.00 14.02 7.01 00'1112 COMPLETED AT HIS DIRECTION. B REMOVE EXISTING ACCESS ROAD ASPHALT SURFACING O "THIN 1RUXTlIN AVENUE RIGHT -OF -WAY. - ( IN FEET' I FC CIO 1.00 3.14 - -- 1B05D 00 FC ell 4295.00 199.77 99.90 02'3954 FC C72 4293.00 289.57 144.82 OJ5151 g EX(ISDNG OIL TRANSMISSION LINE, PROTECT Q IN PLACE HOrz. 1 inch = 40 ft. AVENUE Vert. 1 inch = 4 ft, J 119 120 121 122 123 124 125 126 127 128 12 130 131 a - - -- -- - -- -- - - -- -- y - - -- I - -- - -_ - -- - - - - -- - - -- INI PINT . 190+91.% PN STA . I23+OO.W - - - -- RAWIN - - - - - -- - - - -- -- - W PM FIEV 100.0.) OF RECORD 600 V9 ss mrLNEFLR -90IrUSI ST 12445170 a 4o' AXE APPRoACR KATHR N . c3NHORTER R..fi6p974 aL ct R �1011; S- L -60200 14 -4711; EIS D 7R fR RRN -Our mATF C U� /� PROP OS D SOUlH LY FLOW-INE lu 400 OnM 4DD SIP o R FOR Rk71F . flT IM PONT EEEV 3K.W Aa(SSMHDm ilRpI MU97UN XRN AWM& OR Ll AtflA,E F0 ACCESS R 7-7URN-AY KO LM WMT STA - PPxll]iAl1]I 30+r1.4I _ _.. .. ..._ _ 1 900.00' 396 - -- -- - - -- - -- � - � ,A 396 - -- - -- - -- - -- -- - - -- -- _�_ ` _---- 392 >q ? g>a Sa- a - `� - /� - -,e__ 392 1� y s �� ,P E STiNG GRADE ® CEN LINE N9Iti ate 4 MME 388 388 E STiNG GRO JND ® J to EMIT11410 SOURIERLY FLO NE " P OPOSED S UTHERLY 4OWLJNE acAL 384 384 380 - - -- 380 - - - _ y 2 376 _. - 376 -- - -- - a SHEET 2 OF 4 5-4-/0786 'f 6.' w GENERAL NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTOR. 2. ME LOCATIONS OF EXISTING UTUTES AND UNDERGROUND PIPEUNES ARE SHOWN IN AN APPROXIMATE WAY ONLY. ME CWTRACMR SHALL DETERMINE ME EXACT LWATKM OF ALL EXISTING UTUDES AND UNDERGROU ND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTUTIES AND PIPELINES. 3. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PRO.ECT WALL BE BACRFTLLEO AND COM PACTED PER CITY STANDARD OCTAL. ST -22. 4. ME COIMACTOR SHALL REMOVE OR RELOCATE ALL NSMUCTICIS W1MIN ME STREET RIGHT -OF -WAY AS DIRECTED BY ME CITY ENGINEER. 5. CONTRACTOR AGREES MAT HE SHALL ASSUME SOLE AND COMPLETE RESPMSBIUTY FOR JOB SHE CONGITIMS WRING ME COURSE OF CONSTRUCTION OF WE PROECT, INCLUDING ME SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SMLL APPLY CNTNUWSY AND NOT BE UMITED TO NORMAL WORKING HOURS. MAT WE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOD ME OWNER AND ME ENGINEER HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECTION MM ME PERFORMANCE OF WORK N THIS PRO,ECT, EXCEPTING ME UABIUTY ARISING FROM ME SOM NEGLIGENCE OF ME OYMER OR ME ENGINEER. 6. SEE SEWER AND STORM GRAN IMPROVEMENT PLANS FOR STORM DRAM IMPROVEMENTS AND SPEMICATWS. J. ALL CWSTRLCTON STALL BE IN ACCERGMCE WIN CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA DEPARTMENT OF MANWORTATIW, STANDARD SPEOFMAnGNS. B. PRIOR TO ME START OF MY PHASE OF CMSTRUCTIW WE CITY CONSTRUCTION INSPECTOR DEPARTMENT SHALL BE GIVEN 24 HWRS NOTICE. (661) 326 -3049 9. DEWALT CORPORATION SHALL NOT BE RESPWSBLE W LIABLE FOR UNAUTHORIZED NANMS TO, OR USES M. NEW PUNS. ALL CHANGES TO MESS PUNS MUST BE APPROVED IN WRITING BY DEWALT CGRPMATW. 10. COM PACTION TESTS SHALL BE ME RES'WSBIUTY GR THE DEVELOPER /SIBDIMDER/ CWTRACTOR. WE NUMBER AND LOCATION OF REWIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 11. CWMACTW SHALL OBTAIN COU NTY ENCROACHMENT PERMITS FOR ALL WORK DONE WMIN COLINTY RIGHT -OF -WAY. 12. STAMP AN 'S' IN CURB FACE OVER EACH SEWER LATERAL 13. WARNING/REGULATORY SW S SW OFN UT STALL BE MOUNTED ON PMTS E S HANXIN$ M20 SERIES BOLT AND VANDAL PR OOF NUT ASSEMBLY M EQUAL ROADSIDE SINS INSTALLED PER SiO. T -19 SHALL B E LWATEO WARI N SIDEWALK 8' FROM BACK. 14. AN OPEN SWEET PERMIT SHALL BE OBTAINED FROM ME CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EMSTNG ACCEPTED STREET RIGHT -M -WAY. UNLESS SEWRED BY A SUBDIMSION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FM THE WORK PERFORMED WITHIN WE RIGNl0E- WAY AND INSURACE SHALL BE POSTED PRIM TO ISSUANCE OF ME PERMIT. 15. TH E FOLLOWING CITY M BAKERSFIELD STANDARD DETAILS CURRENT EDITION, APPLY TO THESE PLANS S -1 CURB AND CUTTER S -3 SDEWAIK ST -6 PAVEMENT PATCHES S -27 SMEET MOSS SECTOR S-25 STREET SPECIFICATIONS S -41 HANDICAP RAMPS ST -22 TRENCH SACKRLL A COMPACTOR REQUIREMENTS S -31 STANDARD SWEET UGHT 16. MEDIAN TO BE CONSTRUCTED WW FRAMES M BE CWTROLED HMIZWTALY AND VERTICALLY WIN STRING UNE. 17. NO LANE CLOSURES ARE ALLOWED BEFORE 8:15 AM M AFTER 4.W PM. 7.1 GENERAL NOTES - ASPHALT CONCRETE SPl-39.01 AS'HALT CONCRETE STALL BE TYPE 'B' AN 0 SHALL CONFORM TO S) TANDA D S IN SECTION IN 'ASPHALT CW CRETE. N ME STALE OF CALIFORNIA CALTR.WS STANDARD SPECIFICATWS ( ) NERENAFTER 'STANDAR SP ( D EGFICATMS' AND THESE 9'EtlAL PROMSONS. AGGREGATE FM TYPE 'B' ASPHALT CONCRETE SHALL CONFORM TO ME REQUIREMENTS FOR THREE -FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING. AS SPECIFIED IN SECTOR 39 -2.02, AGNEGATE', M ME STANDARD SPEGRCATONS MIEN DIRECTED BY ME CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF ME GRAGING REWHREAENFS IN SECTOR 39-2.02, ' AGXREGATE', M WE STANDARD SPI-CATIONS SHALL BE USED TO SURFACE INTER -NXIS. TAPERS. AND OVER AREAS WHERE THIN LAYERS OF ASPHALT CON ETE ARE BONG CONSTRUCTED. ASWALT CMCRETE TYPE'B' SHALL HAYS A BITUMINOUS BINGER M PAWNG MADE ASPHALT M M 4000 NSWSTY GRADE, UNLESS OTHERWW DIRECTED BY ME CITY ENGINEER, AND SHALL CWFMAI TO ME REQUIREMENTS VOW IN ME TABLE FN'STUM- REFINED PAMNG ASPHALT' IN BECTON 92 -1.02. 'GRAMS'. OF WE STANDARD SPECIFICATIONS. �a S� VARIES 77.69' TO 185.78' 'fa VARIES e 4I 4' TO 14� 'i c I VARIES 8' 7 x (j 7 5.5 WOE 9DE "/ I 4' iWE'B' ASPHALT CONCRETE PER C.O.B. SM. S -3 J Lao' d -2 AG GATE BASE TYPE W CURB AND OUTER LAS NARRAL GROUND PER C.0.6. SID. S -1 0 95% MAX. RELATVE CNSIY CfIY OF BAKERSFIELD COUNTY OF KERN CALIFORNIA STREET IMPROVEMENT PLANS TRUXTUN AVENUE PARCEL MAP NO.10788 GENERAL NOTES - ASPHALT CONCRETE (CONT.) PRIOR TO COMMENDING WORK ON ME PRO.ECT. ME CONTRACTOR SHALL PRONCE TO ME CITY ENGINEER ME FOLLOWING INFORMATION: A. ME AGGREGATE AND ASPHALT BWRCE; B. DOCUMENTATION MAT AGGREGATES CONFORM TO SECTION 39 -2.01, 'AGGREGATE', OF WE STANDARD SPECIFICATONS. MATERIAL SEW ANALYSIS AND SAND EWIVAIENT RESULTS SHWID NOT BE OLDER MAN SX (6) MONTHS. WE OTHER TEST RESULTS REWIRED IN BECTON 39 -2.02, AGMEGAYE', OF WE STANDARD SPECIFICATWS SHOULD NOT BE OLDER MAN WE (1) TEAR. C. AN ASPHALT CONCRETE MIX DEEM DETERMINED BY CALIFORNIA TEST 367. ME LABORATORY TEST RESULTS SHALL ALSO MEET ME REOUREM"IT9 OF BECTON 39 -2.02, 'AGMEGA7E', OF ME STANDARD SPECIFTCATINS. IF WE SUBMITTED DATA SHOW MAT ME MATERIALS ME SUBSTANTIALLY ME SAME AS WHEN ME DESW WAS PREPARED. ME DESW MAY BE UP TO THREE (3) TEARS 010. ME ASPHALT BINDER IN ME CONCRETE SHALL BE FOUR AID ONE -HALF PERCENT (4.5X) TO RYE AND ECHT -TERMS PERCENT (5.69) BASSO ON ME WETNT M ME DRY AGGREGATE ONLY. ME ASPHALT CONCRETE SHALL BE COMPACTED SO THAT ME VOD RAT) OR ME COMP1ETED MIX IS BETWEEN SX PERCENT (69) AND ROUT PERCENT (BM). PAMNG JOINTS SHALL MATCH STRIPE LOCATORS IF ME FINISHED SURFACE OF ME ASPHALT CONCRETE DOES NOT MEET ME SPECIFIED SURFACE MILE ACES IT SHALL BE N WONT EDWIN TOLERANCE RY EITHER: A ABRASYE GRINDING WINE IPMENT U W TUDNC DIAMOND BLADES WW FOG SEAL A AREAS 11NIM HAVE BEEN WOUND), ( W T M ME B. REMOVAL AND REPLACEMENT, OR C. PLACING AN WBRUY OF ASPHALT CONCRETE. ME METHOD WILL BE SELECTED BY ME CITY ENGINEER. ME CORRECTW WORK SHALL ON SE BE AT ME CTRACTOR'S EXPEN. IF USED. ME FOG SEA COAT SHALL BE EITHER ASPHALT RE A JIlYF7N TNC ACENL M ASPHALTIC E4UL9W AS IR D ECTRO BY ME dtt ENdNECR. IF ABRASW GRINDING IS USED TO BRING ME FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITITIONAL GRINDING SHALL BE PERFORMED AS NECESSARY TO EXTEND ME AREA GROUND IN EACH LATERAL DIRECTION 9 THAT ME LATERAL UNITS GF BRINGING ARE AT A CONSTANT OFTSET FROM, AND PARALLEL TO ME NEAREST UNE LINE OR PAVEMENT EWE. AND IN EACH LWGMGINAL DIRECTOR SO MAT THE GRINDING BEGINS AND ENDSAT LION S N M E GR ALTO ME PAVEMENT UNIFMM S MMIN ANY MOUND AREA. ALL MOUND AR A E S SHALL BE NEAT RECTANWLAR AREA NIF M B M V GR SURFACE APPEARANCE. ABRAGIVE HS IN M SHALL CWFMM TO ME REWIREMENM IN AN FIRST PARAGRAPH AND TIE USi FOUR PARAGRAPHS IN SECTOR 42 -2.02, 'CONSTRUCTOR', OR VE STANDARD SPECFlCATNS. WHERE ME COMOMPACno THICKNESS IS BAD FOOT N LESS, HALF -WON SURFACING MERATWS SHALL BE EWWCMD N SUCH A MANNER MAT, AT WE END M EACH DAYS WORK, ME DISTANCE BETWEEN ME ENDS M ADJACENT SURFACED LANES SHALL NOT BE GREATER THAN CAN BE COM ETED IN WE FOLLOWING DAY OF NORMAL SURFACING OPERATIMB ADDITIONAL ASPHALT CONCRETE SHA. BE PLACED ALONG ME TRANSVERSE EDGE AT ME ENDS M AN EACH LE, HAND RAKED. AND COMPACTED TO FORM TEMPORARY CMFMMS. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER ME COIFMMS TO FACUFATE ME REMOVAL M ME CONFORMS NH N PAMNG OPERATIONS RESUME. WHERE ME COMPACTED MICKNESS IS NNE MAN 0.15 TOOL ME CONTRACTOR SHALL SCHUME HIS PAWNG OPERATIONS SUCH THAT EACH LAMN M ASPHALT CONCRETE IS PLACED ON ALL CONNX.US LANES M A .AVEIID WAY EACH WORK SHIFT. AT ME END M EACH WORK SHIFT, ME DISTANCE BETWEEN ME ENDS M ME LAYERS CE ASPHALT CONCRETE M ADJACENT LANES SHALL NOT BE GREATER THAN TW (10) FEET. ADpITMK ASPHALT CONCRETE SHALL BE PLACED ALONG ME MANSWRSE EDGE AT ME ENDS M EACH LANE AND ALONG ME EXPOSED LONGITUDINAL EDGES BETWEEN ADJACENT LANES. HAND RAXED, AND COMPACTED TO FARM TEMPORARY CMFMMS KRAFT PAPER, M OTHER APPROVED BONG BREAKER, MAP BE PLACED UNDER ME CONFORM FEATHERS TO FACILITATE ME REMOVAL OF WE FEATHERS WHEN PAMNG OPERATORS RESUME. TH E AREA M WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE EL S O EO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AWID TRACKING BINDER MATERIAL ONTO EXISTING PAVEMENT SURFACES BEYOND ME LIMITS M CONSTRUCTOR. A PRIME GHAT WILL NOT BE FR IRED W M P W SUB AIDE flIM TO PLACEMENT N ASPHALT LWCRE lE INTERWCnWS AND TAPER ED SU ATE IUD SHALL W SUNFMED M DIRECTED BY THE Ott ENGINEER. AT ROAD CONNECTIONS ANO PRIVATE DRIVES, SHOWN ON WE PANS AND AB ORECTED BY NE Ott IF NECES ADDIPON AND C ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED ANO NAND RAKED, IF NECESSARY, ANp COMPACTED TO FORM 9AWM, TAPERED CONNECTIONS ME COMPACTON AFTER ROUND MALL BE NINETY-FIVE PERCENT (959) N ME DENSITY COMNED WIN ME CALIFORNIA KNEADING COMPACTOR PER CAUFMNIA TEST 304. ME FIELD DENSITY OF COMPACTED ASPHALT CMOREIE SHALL BE DETERMINED BY: A A PROPERLY CAUBRATED NUCLEAR ASPHALT TESTING DEVICE IN ME FIELD, M B. ASTER 01198 WHEN SUBS OR COPES ARE TAKEN FM LABORATORY TESnNG. DNC STEARATE MAY BE SUBSTIMWD WITH PARAFFIN. IN CABS N DISPUTE. MEWOO B ABOVE SHALL BE USED. IF ME TEST RESULTS FN ANY LOT OF ASPHALT CWMEM INDICATE MAT ME RELATIVE DENSTY IB CON BEOW NINETY-FIVE (951), BUT ABOVE NINETY-TWO AND NINE -TENTHS PERCENT (92.91). ME TRACTOR WLL BE ADMSED THAT HE IS NOT ATTAINING WE REWIRED RELATIVE GMSTY AND MAT HIS MATERIALS, M PROCEWflES, N BON, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATORS SHALL NOT CMINUE UNTIL ME CWMACTOR HAS NOTIFIED ME CITY ENdNEER M ME ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET WE REWIRED COMMPACTIN. IF ME TEST RESULTS FM ANY LOT OF ASPHALT CONCRETE INDICATE THAI ME RELATE DENSTY IS LESS MAN NINETY-THREE PERCENT (939). ME ASPHALT CONCRETE REPRESENTED BY THAT LOT STALL BE REMOVED AND REPLACED. i O.IT AC. OVER NATIVE SOL 0 90% MA%. DENSITY TYPE 'M -2' MODIED METNAN CURB PEN DETER SHOWN HERE ON n TYPICAL SECTION - TRUXTUN AVENUE T N.T.S. S5 WIDE ! PFR C.OB. LIST OF ESTIMATED MATERIALS ENGINEER'S STATEMENT STREETS STRIPING: pNOFEd$10 ITEM QUANTITY ITEM GUA14T1TY EARTHWORK 0.45' / AR PARE4ENi 9W C.Y. I,NI SF. REMOVE EXISTING OWBLE FELLOW BWIPE REMOVE EXISTING 4' SKIP -STRIPE 1.750 LF. 1,]50 LF. 1.25' COMPACTED SUBGRAM CO ACRE 0.25' AC/ 0.50' AB PAVEMENT 4013 S.F. 6,053 S.F. {' MME SNIP -SNIPE DOUBLE YELLOW STRIPE 1,]50 LF. 586 L.F. 1.25' COMPACTED SUBORME 6,053 S.F. B' WHITE MANNEUZING UNE 4QU LF. 0.17' AC. MEDIAN SURFACE MEAM ENT TYPE 'B' CURB A GUTTER 4,3]1 S.F. 711 LF. Mtn 12' IW UNIT UNE MISCEILANEWS PAYEME M NT ARK NCS 27 LF. BO S.F. ME '4 -2' MODIFlEp MEDIAN WRB 1 I4 1 L F. APPROVED BY: SIDEWALK MILK) 5,]73 S.F. RWL M.'kpl RCF.2l080 EW.IL -JI -01 DATE tMOLJC WN6RN5 D"MIDAI CITY M BAKERSFIELD HANDICAP RAMP RA 2 EA. SAWEFC COHWOL SOUS 6 EA. BAWCUITNC REMOVE EMSTINC PAVEMENT SB2 LF. 784 SF. (AC 460 S.F. ACCESS n 0. ) REMOVE EXSTING WRB A W11ER 10 LF. REMOVE EMSTNG SC. CUR REMOVE MER XISTNG SM T WRB 9500 -LUMEN SWEET LICRi 55 S.F. ]JI Lf. 1 EA. 9' 5' 4' R -1/2' O E 144 fN 1 cN 4 t Of N f OPEN PN ' VARIES (ARJUSMENi ZONE) TYPE 'M -2' MODIFIED MEDIAN CURB N.I.S. SOUTH 20' I. 20' "27T TIPE'B' ASPHALT CONOMIE 0.50' d -2 AGGREGATE BASE 1.25' NATURAL GROUND COMPACTED To 95X MAX. REUTVE GENSTY CORSI. TYPE'B' CONST. TYPE'r OMB A CUTTER MRB A GUTTER PER CO.B. SW. S -I PER C.O.B. SID. S-1 n TYPICAL SECTION - ACCESS ROAD T N.T.S. MOE SIOEWALII C.O.B. SID. S -3 SHEET INDEX 1. COVER SHEET 2. PLAN A PROFILE MUXNN AVENUE 3. PUN A PROFILE ACCESS ROAD 4. SMIPING A SWAGE PLAN MUXNN AVENUE DEVELOPER: MEGMY D. BNUM AND ASSOCIATES MIT 1RUXMN AVENUE SUITE IN BAKERSFIELD. CA. 9]SD9 ENGINEER DEWALT CORPORATION 19M 22PM SMEET 93301 BENCHMARK USED TM M CONCRETE MMUMENT MARKED LS. {831 IN L.PHOIE AT CENTER M CAUL -DE -SAC AT NORTHEAST END OF COMMERCE RIVE. ELEVATION - 391.23, CITY CE BARERSTELD DATUM. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS ME EXISTENCE AND LOCATOR M ANY W 1Y PIPE S N STRUCTRES SOWN W THESE PLAN S ARE OBTAINED AI NED 8Y A SEARCH AR NE AVAILABLE R ECMDS TO WE BEST N WA KN OWIEDCE MERE ARE NO EMSnNG UTILITIES EXCEPT AS 910TH W MIS NAP. ME CONMACTOR IS REWIRED TO TA(E WE PRECAUTIONARY MEASURES TO PR01EC1 WE UTLITY ONES SHOWN AND ANY OVER LINES NOT M RECORD OR NOT SHOWN W MIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FM ME ACCURACY M COIMPLETENESS OF ANY SUCH INFORMATN OR DATA. UNDERGRWND SMWE ALERT SHALL BE CONTACTED TWO YARNING DAYS PRIM TO CMSTRUCTM. 1 -SW- 227 -25M U1 OD aCO o U q.: 0 z a z Q 0 `W I a- / w a: 0 m O a- W ozL a 1_ Z LLI F: /9L VJ I1 v I` o rirpp DIY U� WQ Q4 EG w y1N ma J' 3 W ID a a $ SHEET 1 OF 4 5,l - /0'769 ENGINEER'S STATEMENT THESE PUNS AND SPEOFICATIWS WARE PREPARED BY ME M UNDER MY DIRECTION AND TO ME BEST OF MY KNOWLEDGE AID BELIE COMPLY WITH CITY N SAXER9TEUD ORDINANCES, STANDARDS, MO pNOFEd$10 DESW CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF WE ADMSORY AGENCY OR OVER RENEW BOARD. � tWEYe/Fy� ANY ERRORS. OMISSIONS, M OMER MOLAIIWS M THOSE MDINMCU. STANDARDS GR DESW CRITERIA ENCOUNTERED WRING CONSTRUCTION G4pPI4 { t SHALL BE CORRECTED AND SUCH CORRECTIONS REELECTED ON CORRECTED PLANS SUBMITTED TO ME CITY ENGINEER. O'CM Q]�1��� R. 1 I E.YVt A >{� U KAiHRM F.F. M WHB R R.C.E. 60 J4R R.C.E. 60 J4 AlE EXP. 12 -31 -04 REVIEM BY: �Z� z• pT�TTRAFIC ENGINEER M /��O,9A- /I /EO /� IM6LK 'p,ITE ET YlOEKS DIREGT61 APPROVED BY: a/ RWL M.'kpl RCF.2l080 EW.IL -JI -01 DATE tMOLJC WN6RN5 D"MIDAI CITY M BAKERSFIELD U1 OD aCO o U q.: 0 z a z Q 0 `W I a- / w a: 0 m O a- W ozL a 1_ Z LLI F: /9L VJ I1 v I` o rirpp DIY U� WQ Q4 EG w y1N ma J' 3 W ID a a $ SHEET 1 OF 4 5,l - /0'769 NOTES: -- /6y�/�� 03 00 14TMAA• DUN91Ip/ I. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. $,A- msr Cl) W " _v'J 00 \ 111#1261 sm•RE, IThTB I I tar IQ O T ]`� ^a � \ 127#1161 42V RE RILfIT tr I 121-11 }31' RI. Q T� FIBER OPTIC FACILITIES MAY EXIST WITHIN THE PROJECT LIMITS. �`/ W. m SA% a a, RY "u'u Rs'U9 -'su DR�� 127#12.61 2ro'RE CONTRACTOR SHALL NOTIFY U.S.A. 48 HOURS PRIOR M1 B.Y. U44 P65 119] -13N 0.R 127.72.61 1.W'LE O O COMMENCING CONSTRUCTION &SHALL POTHOLE UNDERGROUND LL E u r17 #0211 33r 1r. (n Z FACILITIES PRIOR TO COMMENCING GRADING OPERATIONS. CONTRACTOR SHALL CONTACT THE DEVELOPER'S Mr a (FAY sM - 1Tn1a.61. SLA'Rr. �R SM= rasf ra6E sm'lI r7#m.N B.IS'lr. 17.93.11 her LE (n W ENGINEER /SURVEYOR N111LE POT -HOLED FACILITIES ARE eCax MCaAN ERAxnnpv I STA • 1lH%61 HCC =+a STA • 117.1261 Sm•lI Cm' 1'ro RAGAS 'J / \ 11B#OT61 100'lE Q -• EXPOSED SO THE ENGINEER /SURVEYOR CAN DETERMINE IF S7A - rTSfi2.6E G00'RE SM - Su = 77.7261 116f87.N 2.ro'RI �- L Q �l ^ ' CONFLICTS WILL EXIST. $/A = 111.17.98 SIA = lTIf59.m C'R. 1AU RAawS a wl. a 10' XIT A7PRM0/ sccrrov lNE 1W'lE SEA • 118#0261, 7.IA' (i. 6� EL Z 1.,L C Cm AWRALWS ���c- -- ---- --- -- - -- -,,,E- - - - -- - �� _��- -_ -_ - -- IRANSR,V \ � c _�• -_ -___ *, SM•rIN5Al4 S00'R). �. �9 ; - -- ` / ➢ - - -- - - -- ^` ____ a -� - - -- - � = = =_c ���� C I ` W ____ _- _- EASE AC -- 2'IRaI fAlZ p'AC CIA2B 11 4 �\s C(MID CIR. T.OD'RADUS a0 ♦ - - -- �_ -_- CA5I. LLNBtr CUIIER \ _ _ G R� / LL _ _ - -- _ I' m SAXCU /IRK NRRCaMCr - PAORCI 11. O L R R• c! n CI1 - LL AC CAST. WARM 9fNAl aAW9 � C6 -( { 11 265 CASE I',B scus m CASE ]YNL- R]OICCIWWAa I ,. I SIA.ITB#02.6I ��. C xImCDWIFCE- Wi01ECI I2M00 N PLIfE - -- - 6 = : 1 .f - - -- _ _ - - - -- s• ..'. EM'RAD'US -I� 45'IME C �{ `l 20' OLE P.E tr I. EA4MENT AaeTI8N1 AYl l9-IIO -- f - - - - S1AtIALY� -= - = - -_ --'. r'�- � - _ - - - - -- -� - - - - - - -- - - -- - - - -A ---- - - - - -- - _-- _- - - - - -- , - 9 jLl - �' a �j Trxar 6llllLR lwm 1\ �b - _- ' �__r Ltr 8 - __ ___�----------- - "_- 2 S �F GUS /. MARM 421 2255 NR'AttYx[Citr21' __ �- _ -_ -_ -� � E�� •'•••• \•�� __________ - -^ - _ h EASrwc ati .- y DRP- PROrtcrwnAa � Q -. RMJIl -0' -MAY B 4� ', .•.: $ $N. ..Y. ____ ___.L__ � °� F- R'L� � VJ LL - ��� 8 P \ C� Yi�� _ _ \ I nox6x n¢wsrrrov « ��� � >4 N 8 S 2 •' � PG � S� \ � sls a 121.19.9e J400' H G g w, \ CONSTRUCTION NOTES:( n 121#1118 U.16' 111fN.99 N6T' I T 1 NSTALL TYPE 'B' CURB tr CUTTER PER CITY O a 10 PROTECT IN PLACE E*ST. PACBELL UNDERGROUND O ¢ .0 111#11113 }Sx• 10'X90'B•1Y TAPER- 5¢nOMAK I= IRANSIXx IAB(E Al 1E]T lOP aI2C)S SEE SHEET 4 FOR SIGNAGE AND STRIPING. BAKERSIELD DETAIL 5 -1. 2 x517.1.1. 5.5 FONT WIDE O URLIAES, EXACT LOCATION UNKNOWN. 9 < 121.MM }630 121.]7.98 11.30' SDEWALX PER qTY a BAKERSIEW DETAIL 5-3. 03 SAW WL O 1 FOOT iRaA E%ISRNC EDGE a< 11 E%ISANG VAULT TO REMAIN. IRAFBC RATED COYER flEWIRED. LOWER AS REWIRED TO MATCH FINISHED PAVEMENT. - LL" rc w x 111.8118 1259' 121191.7.8 I3N' PAVEMENT. REMOVE EXIST. PAVEMENT, AND Q SAWCUT AND REMOVE EXISTING CURB tr CUTTER Q 4 IT2f0218 Ule A.C. CURB AND REFUGE TO PROMOS ZOEX RE -IN CROSS SLWE. PATCH PEA OTY OF AND 5.5' WIDE SOEWALK m O 112 #OAS. N.LA' NOTE: SAKERSFIF3D DETAIL ST -6. PROTECT EXIST. M_ SGNAL INTERCONNECT IN PUCE @ INSTALL 9500 -LUMEN STREET UCHT PER C.O.B. F w CONTRACTOR SHALL CONTACT THE C.O.B. TRAFFIC ENGINEER PRIOR TO COMMENCING CONSTRUCTION (661- 326 - 3724). THERE IS NEWLY INSTALLED LIVE OI INSTAL L MOOinED TYPE •M -2' METRAN CURB PER Sm. DETAIL 5 -31. STREET LIGHT TO BE ENEROITEO \ A, WITH DEVELOPMENT OF FIRST PARCEL OF PARCEL +Y p N N S TRAFFIC SIGNAL INTERCONNECT IN CONDUITS AT 24• DEPTH, WITH SLURRY DE ON SHEET I. MAP NO. INN, `I CURVE DATA TABLE RADIUS LLNCIH ARGENT DELTA BACKFILL, LOCATED 2 FEET NORTH OF THE FACE OF THE AC. CURB AND 2 FEET OS INSTALL CASE W HANDICAP RAMP PER CITY OF 14 REPLACE EMSIING TRAFFIC SIONAL INTERCONNECT k __ FL Cl 4zs6.W 19].11 98.59 02'3914 NORTH OF THE GUTTER LIP AS SHOWN HEREON. CONTRACTOR SHALL SAWCUT BAKERSRELD DETAIL 5 -41. PULL BOX WITH TRAFDC RATED PULL BOX tr UD. AS // b FL C2 3DO 41.W 24.43 1131.49 BETWEEN FACE OF AC. CURB (AND /OR GUTTER LIP) AND EXISTING © INSTALL 0.15' TYPE 'B' ASPHALT CONC. OVER DIRECTED BY THE a0.8. TRAFFIC ENGINEER. (STA. 123116.95!) AOAISi TO MATCH RNISHED FL c3 3DW 45.4. 28.4, 6831 D] FC C4 ].W 21.99 - 180TJOW INTERCONNECT AND SHALL PROTECT EXISTING INTERCONNECT IN PLACE. THERE IS AN EXISTING INTERCONNECT PULL BOX AT STA. 123 +46.952, WITH 4 FEET LOW a-2 A.B.. DYER 1.05' NAM O 95X M.R.D. SURFACE AS REWIRED. LJI1 FC c5 430].00 291.10 145.51 OJ32 z2. SWEEPS INTO THE BOX. THE EXISTING BO % SHALL BE REPLACED WITH A O] INSTALL 0.25' TYPE 'El- ASPHALT CONC. OVER GI FC C6 4291W 239.32 „8.89 031139 FO C] 2.W 1.28 0.65 36'0015 FC C. 60.W 38.22 ,9.70 361916 TRAFFIC -RATED BOX & LID; THE SWEEPS SHALL BE PROTECTED IN PLACE. ANY ADDITIONAL WORK AS REQUIRED BY THE TRAFFIC ENGINEER SHALL BE O.W CL -2 AB., OVER 1.25' NAME O 95X M.R.O. OB REMOVE EXISTING ACCESS ROAD ASPHALT SURFACING FC C9 IWS.W 11.02 ].01 W'1112 COMPLETED AT HIS DIRECTION. . WITHIN TRUXIUN AVENUE RIGHT -OF -WAY. ( IN ",X1' ) FC C10 I.W 3.14 - -- 180VOW FC C11 1295.W 199.]] 99.90 02' }951 FC C12 4293.W 289.5] 141.82 033151 T `]��� Tr MUX 1 V N A �' E\ V Li O9 EXISRNC q1. 1RANSMISSON LINE, PROTECT IN Pua. Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. ` r i J 119 120 121 122 123 124 125 126 127 128 129 130 131 - .._.. -' .__ ... - -- - - - .. - - -- - .. ... -- -- - - - - - -- -- - � ISNO1w A�ITT �19�i9 0l . M STA • 11».. W M ON M0.63 R 201' 51 �ALV- Ss 'AR UC lm saE DSE sE 12a59.ro. -_ -_ a a' X4.1E S =1 .38 A; L-MAO A; =I.ni.E CAS Ba0.D 1RARIL IFR- NRN-A' 400 R LA r- ruAW -ar ix an1X PROPOS D SOOTHE LY FLOWLI E ... A R. (ss M°N/ sal nw aalr nWx r WIAYNi =T DLV XIIA4 AIENLE IX ILRN 7.p AIfMF a[SS Px STA . tJ, - -- - - - -_- -_ SILT t PN DLV . 000Or .1 396 _- cc - `� 392 a e[? s a A- s $ -_Q -- -/1 392 Ile < a q 8 B Y N E (STING GR DE 0 CEN RUNE - - - i RWDT ro °ar•F• N91 0 � _ n ffi � a .3` 368 - -- - - -- - - --- 3_8_8 " r �� 7 �e �� EXI TING SOU ERLY FLO INE _ E P (STING GRO OPOSED S ND ® UTHERLY F OWLINE 384 - - - - 384 '-1 380 -- -- - - - - - - -- - -- -- -- -- - p _ - 380 t _ 378 UM4 SHEET ZOF 4 S 1 -10786 R n NOILS: 1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. ry 2D (T� Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. CONSTRUCTION NOTES: O F ANRE•TLS pl)lER PER tltt I CLIP NOERgWND OBERSPW DETAIL UCUMS EXACT Q INSTALL 5.5 TOOT AIDE SIDEWALK PER CITY OF 11 EXISTING VAULT TO REMAIN. TRAFTC RATED COK Sv^ REWIRED. LONER AS REWIRED M MATCH FINISHED 0 SAW WT O 1 FOOT FROM EXISTING EDGE OF PAVEMENT, AC .CCURB AND REPLACE TO PPOMV DEEN2WR TIE -IN CROSS SLOPE PATCH PER CITY OF 0 SA NWT AND REMOVE EXISTING CURB ! GUTTER AND 5.5 MOE SIDEWALK BAKERSTIELD DETAIL ST -6. PROTECT EXIST. _MC SIGNAL INTERCONNECT IN PLACE NN CLIP. PARTEL 7)' I © INSTALL MWIFIEO TYPE 'M -2' MEDIAN CUM PER SID. DETAIL S -31. STREET LIGHT TO BE ENERGIZED MTH DEVELOPMENT OF TIRST PARCEL DETAIL ON SHEET 1. OF PARCEL MAP ND. 10788. P.M J P99 -0604 m GO, AYA 0199151164 - �f - / R(EGRID&0 10/29/99 OR. 11 REPLACE EXISTING TRAFFIC SIGNAL INTERCWNECT BARER— DETAIL S -11. 'B' PULL BOX MTH TRAFFIC RATED PULL BOX 6[ UD. AS DIRECTED BY THE C.O.B. TRAFFIC ENGINEER. SIX = I.M. AI CIA = IXF 5TY-AC - ' O INSTALL 0.25' TYPE "B' ASPHALT GOING. — O.W W -2 A.B.. OVER 1.25' NATIVE 6 95X M.R.D. AW C. IRUXNN AKMK � .' yf' — — — — — — — — — O9 EXISTING OIL TRANSMISSION LINE. PROTECT IN PLACE. Y. RNiIFOJIY PARa].I P.G ! E EA4N[NI RK JD96. PGS M -JIO OR _ 5tHA 8 R 8r I [A]SMD'R[C roJRS F. W. JOE PC !E V7OR.. W. Jo9a PGS uJ-m OR. � � 2 1 AfX��2 s_ 3 ' �� Pt ;.. K. IYiS OF KCIPK '•.:SC7011' tli [ATSIJG ACAS RMO P a t E EA¢KNI �8(�Ja%FCS LS -NO aR. tPy�9 ]xN"." ry0� �A' y � .,. � i ; - pN'ID R[YAM �— 4 .�� / 9 6• 8 EWC —�_ — 11 �_A `Z / / jai FAN 9 5 Dt� EMSiRIC RX9lI O WAY F _ PP fAS11NG GXTRE OUARO I TO RTVAM 15' ADC MFZNCY AQ G T J(. 6119. PGS 50-51 OR / StNAX AYN W•., 8 #i Hu 2 .. < EDSMIG {VA[R PIX[ I ro ff' RE2O ER K0 Ih All RD BYOORRS I CURVE DATA TABLE PAR 09PAW Of PoFsa0ON Y (NIUK) Ial WRVS RADIUS LENGTH TANGENT CL Cl MC DC 96.12 53.{2 DELTA 561J 15 C". NOM6ER E; � iL C2 JO.W {1.W 1{.{3 6651 OT PATSiXP RJA1 - M � Et ar PL C] 30.00 4).18 30.]6 R C4 BO.W )8.50 11.)3 R CS 120.W 109.)5 59.05 90'4035 561315 lFFGCrTVC _ Olr1PM%1fR tlr fECN NpL GS 52K359 q N g GT IS' JOE PALE AND P6EUW GS[HNI W 5667. PGS 196-507 OR. NOTE: SEE SHEET 4 FOR STRIPING AND SIGNAGE. StF Ca) PAR01 b; PIN' P99 -00, P[R OOC 1 N0. AEL'O3EU 019915)164 10/19/99, QR. ACCESS ROAD ry 2D (T� Horz. 1 inch = 40 ft. Vert. 1 inch = 4 ft. CONSTRUCTION NOTES: O F ANRE•TLS pl)lER PER tltt I CLIP NOERgWND OBERSPW DETAIL UCUMS EXACT Q INSTALL 5.5 TOOT AIDE SIDEWALK PER CITY OF 11 EXISTING VAULT TO REMAIN. TRAFTC RATED COK BAKERSFELD DETAIL S -3. REWIRED. LONER AS REWIRED M MATCH FINISHED 0 SAW WT O 1 FOOT FROM EXISTING EDGE OF PAVEMENT, AC .CCURB AND REPLACE TO PPOMV DEEN2WR TIE -IN CROSS SLOPE PATCH PER CITY OF 0 SA NWT AND REMOVE EXISTING CURB ! GUTTER AND 5.5 MOE SIDEWALK BAKERSTIELD DETAIL ST -6. PROTECT EXIST. _MC SIGNAL INTERCONNECT IN PLACE @ INSTALL 9500 -LUMEN STREET LIGHT PER C.O.B. © INSTALL MWIFIEO TYPE 'M -2' MEDIAN CUM PER SID. DETAIL S -31. STREET LIGHT TO BE ENERGIZED MTH DEVELOPMENT OF TIRST PARCEL DETAIL ON SHEET 1. OF PARCEL MAP ND. 10788. OS INSTALL CASE 'A' HANDICAP RAMP PER Ott OF 11 REPLACE EXISTING TRAFFIC SIGNAL INTERCWNECT BARER— DETAIL S -11. 'B' PULL BOX MTH TRAFFIC RATED PULL BOX 6[ UD. AS DIRECTED BY THE C.O.B. TRAFFIC ENGINEER. © INSTALL 0.15' TYPE ASPHALT CWC OKR 1.W' CL-2 A.B.. OVER LOW NATIVE 6 95% M.R.D. (STA. 12316.95!) ADJUST TO MATCH FINISHED URTACE AS REWIRED. O INSTALL 0.25' TYPE "B' ASPHALT GOING. — O.W W -2 A.B.. OVER 1.25' NATIVE 6 95X M.R.D. O REMOVE EXISTING ACCESS ROAD ASPHALT SURFACING "THIN TNUXTUN AVENUE RIGHT -OF -WAY. O9 EXISTING OIL TRANSMISSION LINE. PROTECT IN PLACE. 10 11 12 13 10 11 12 11 Co r^ VJ 00 D Q cr Q O O (L r- ( � I L cj Q W Z H Wc `^ Z L 0- cQ a_ ; I NOTES: 1. ALL STATIONING IS ALONG STREET CENTERLINE EXCEPT WHERE NOTED AS FLOWLINE STATIONING. r IAW LI. a1� _ �_____Q-� --- __�_____ ..�_. - _____ __ _ I 1 A______ - -- ------ ---- SM. ITO {0000 �I! STA 110 +00.00 TO STA. E- RIGHT -OF -WAY SIA = IT4i %61 PCC SW'Li. STA - 121 - 40'1 APPM . $rA -_1159 AL SW01 1. S.. 112+19.98 CM.. 2W'RAPUS -- 119F k -4' x-M w4- _ - -- - - - _ S'. AC WRB - - - 1 �G CS 121 7 AAL WAR4MM' (D 508Pf DiAR90P1 ® SOW( OtAR90M -1 SMRLW PTYI SIADPV ORYI .99 JAW' iNMW 1.81 "T.. 1NI +W 219'.R'. 18 JA16' 1M 25 210•(1 1" +15 21J'Rl. 98 JA61' .0 .41' 110+75 155'LL 110+15 J8r•Rr .98 3650' 111 +W Air L! 111+W 4.J8'R1 ..95 41.'A' 171173 A7 U.. 111 +15 4.91' RI. M 4259' !TI{W SJY LI. NOW S4i Rr 1.98 Il.' 121 +15 59111'. 111+75 6.OYRI. 218 4384' 121+W 6L'LI. 1211W 6.56•Rr. 9e H.W' 1]7+1).70 6.95'(1. 121+11I0 6.95'RI. CURVE DATA TABLE ARYL RADIUS LENGTH TANGENT DELTA R Cl 4256.00 197.95 98.99 02'3954 R C2 R C3 30.00 30.00 45.18 47.48 28.10 885107 30.36 90'4035 FC C4 FC C5 7.00 4307.00 21.99 291.10 - -- 1-00 145.61 033221 FC C6 4293.00 239.32 119.69 031139 FC C) 2.00 1.26 0.65 38Y)015 FC C8 FC 19 60.00 1]01 36.22 14.02 19.)6 367946 7.01 00'1112 FC CIO 1.00 3.14 FC CII FC C12 1295.00 4293.00 199.]] 289.53 99.90 02'3951 IM.B2 03'5151 x RICHF -W -WAY 1 V11 p41� 55 RpKp3 z REYOW E)TSRNC STRIPING STA. 120+00.00 TO STA 118 +5000 MUXTUN AVENUE NOTES 1. IF ON -SITE IMPROVEMENTS ARE NOT COMPLETED WHEN TRUXTUN IMPROVEMENTS ARE FINISHED, CONTRACTOR SHALL "CONE OFF= THE RIGHT TURN LANE AND ACCESS ROAD WITH DELINEATORS AT 25 -FT. O.C. FROM STA. 121 +19.98 TO STA 125 +10.45, AT THE DIRECTION OF THE TRAFFIC ENGINEER. 2. STRIPING TRANSITIONS SHALL BE ADJUSTED IN THE FIELD AS DIRECTED BY THE TRAFFIC ENGINEER TO PROVIDE FOR SMOOTH TRANSITIONS, MEPAN MA49OM' © SIPoPf OMN9001 � SIRNF IRAll911p! SIADW PTY! S /A>qY aJSf! SIAROY LY /$f! 12-All SW'RI. IMIN..13 6.9Y L1. 118{OALG xW'RI. 171+7011 1.8 r' R'. 118+25 6.W' LT. /78413 1W' RI. 111+11.61 4.25'Rr IIB+30 6r5'lr 128+50 899'Rx 111+JSrI JJI'R'. ITB+]5 S69'L'. 11]{42.61 2W'RT.. W[Wn ao Z OD F- Y < Q Oo-�O W W Z 0 Q Z � Q0 01 (L CO W MZ o W W Q Z OXy= DL VJ 0: V IM�TQ l_ _ '� fArSI. LILPB ! --- - - - - -- CI1 - - - -- - -------------- F. 128+0261 '1^ p RIGHT -OF -WAY f r� ( IN FEET ) 1 inch = 40 ft. \ ti� U ky a STRIPING AND SIGNAGE NOTES: ' <lz` REYOYY L1c L05iW6 $OtMWG Rl BE P(R PIY a BAA'pt9R1B SPIWM.1 DONS O 6 PIRXAAYN! SIRWF MARAM'45 fa ♦X IMRIIP'IASIIC PAN) aN'FOi1IwC /D SMIf � 9YW.CAIpY Ra rolo-alc -19. w IIIPMARY IAPf 9WL fF CO9P1 W a- 24 AMRS LY LOMHEDLW LY PANAC fER9ARMi 506PF YARBw(S 9WL BL C'a9 w am S A[IA'S 6 [aNTfiRW T PARR4 W PRRN !D A .LADLN D<PFRMAAENi SIMPF .m IIY N l MAflIM'GS' 9gLL BE M9YCIFD !(N S9 DYACRNY MAN900R5 AAD IND - BY PIY, AAP Ap W As NaESSAOIX ® B' 6N/f PL9AW[01RW I K .1)E CNW W MS RLR XMA JS OF SLAT 9YCrIC40WS ® 1' XHif LWf LK ,r/REiiFCDYL YA8YIR5ILR pFM4 9 LY SMIC S9FaFM.900Ni ® -W rnr IKL) ARROW rtR surE SLa1cA -S ® MM2 I1AC IITR) ARROW PEIP SIAM 9LaIWA- ® 4' Da- IBLOW LM 1 11W YARBIRS PER LC IAA n ? SMR SPf ADLA1i ® AIL II R -7 ARO R- 9015 ® -I- R -N sw (M1TLi ONRI ft), ® Ml- R -1 SRW 9p1. - OI -'-'W U ORRMLRASDC PA9II M CAL 09AN5 WC WIG- 21C -1A ® m,M R -10 /- TI•(- ,v(O,£WAY A-) ® wsIAL[ R -II (W ADr IN-) S 40pP0EE ,CAg' ♦M W a 2 OPCAL60"' g a � SHEET 4 of 4 54- /a ,198 nn1 /' \ ,(Y\, 11]{7161 121+80.11 121+8x61 4.00 Lx SJI'Ll. 6.15'L'. ('j \ 17)+9511 11BfO26l 681'(1. xW'LI. SM = 117{1161, SW'Rr 4 \ YON YCPAH OGN9110N J �5/ SIA � 111 {1161 Iam � sa = Ir1.n61 At ffCOPI I wC AW'Lr \ srA= li9{LO.W :---- « -- - - -- SM = 116{0261, I.-I'. LRD YRIAN IP.VI900Y US' Ll. & 17.. sns SIS'LI. 81x23'(1. W[Wn ao Z OD F- Y < Q Oo-�O W W Z 0 Q Z � Q0 01 (L CO W MZ o W W Q Z OXy= DL VJ 0: V IM�TQ l_ _ '� fArSI. LILPB ! --- - - - - -- CI1 - - - -- - -------------- F. 128+0261 '1^ p RIGHT -OF -WAY f r� ( IN FEET ) 1 inch = 40 ft. \ ti� U ky a STRIPING AND SIGNAGE NOTES: ' <lz` REYOYY L1c L05iW6 $OtMWG Rl BE P(R PIY a BAA'pt9R1B SPIWM.1 DONS O 6 PIRXAAYN! SIRWF MARAM'45 fa ♦X IMRIIP'IASIIC PAN) aN'FOi1IwC /D SMIf � 9YW.CAIpY Ra rolo-alc -19. w IIIPMARY IAPf 9WL fF CO9P1 W a- 24 AMRS LY LOMHEDLW LY PANAC fER9ARMi 506PF YARBw(S 9WL BL C'a9 w am S A[IA'S 6 [aNTfiRW T PARR4 W PRRN !D A .LADLN D<PFRMAAENi SIMPF .m IIY N l MAflIM'GS' 9gLL BE M9YCIFD !(N S9 DYACRNY MAN900R5 AAD IND - BY PIY, AAP Ap W As NaESSAOIX ® B' 6N/f PL9AW[01RW I K .1)E CNW W MS RLR XMA JS OF SLAT 9YCrIC40WS ® 1' XHif LWf LK ,r/REiiFCDYL YA8YIR5ILR pFM4 9 LY SMIC S9FaFM.900Ni ® -W rnr IKL) ARROW rtR surE SLa1cA -S ® MM2 I1AC IITR) ARROW PEIP SIAM 9LaIWA- ® 4' Da- IBLOW LM 1 11W YARBIRS PER LC IAA n ? SMR SPf ADLA1i ® AIL II R -7 ARO R- 9015 ® -I- R -N sw (M1TLi ONRI ft), ® Ml- R -1 SRW 9p1. - OI -'-'W U ORRMLRASDC PA9II M CAL 09AN5 WC WIG- 21C -1A ® m,M R -10 /- TI•(- ,v(O,£WAY A-) ® wsIAL[ R -II (W ADr IN-) S 40pP0EE ,CAg' ♦M W a 2 OPCAL60"' g a � SHEET 4 of 4 54- /a ,198